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HomeMy WebLinkAbout2020-08-05 Packet - Part 6-pgs-2500-2999 the Stormwater Pollution Prevention Plan. The proposed project also includes the removal and replacement of a number of stormwater outfalls to the unnamed tributary located directly adjacent to the project area. The changes to these outfalls are very limited in extent of area disturbed as well as the fill quantities that will be required for the structures. The changes to the drainage outfalls are seen as net improvements to the existing drainage system components that were construction during the active landfill operations. The improved drainage outfalls will include minor rock outfalls located within the flow line of the tributary stream and direct stormwater to the existing channel. Engineered drawings and details of the drainage improvements are included in Appendix B. The proposed project also includes enlarging an existing sedimentation basin located on the eastern side of the project area. The sedimentation basin is an existing structure that has been present for many years and was reportedly constructed as a means to control erosion from the barrow pit area located to the east of the landfill. The maintenance of the structure is being performed to increase the capacity of the structure as part of the proposed project and ensure the long term effectiveness and continued use of the structure. The basin was delineated as part of the wetland delineation and determined to be subject to jurisdiction by applicable agencies. Permitting is being conducted with applicable agencies for the proposed work on the structure. In addition hydrology calculations have been completed for the proposed drainage improvements that calculate and predict runoff generation and intensity during design storm events. The results of this analysis indicates very minor changed to stream velocity and flow intensity. A copy of the hydrology calculations are included in Appendix H. Together with the erosion control features identified above, potential erosion and siltation impacts will be reduced to a less than significant level with mitigation. d. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner, which would result in flooding on-or offsite? Less than Significant Impact. Existing drainage ditches have been in place for many years and have been constructed as the landfill filling operation proceeded. The proposed project includes drainage improvements that will be installed in the same landfill footprint but as discussed several of the storm drain outfalls will be replaced or upgraded as part of the project. A perimeter ditch exists along the head of the landfill to divert water from running onto the site that is then directed around the existing landfill unit. Benches and culvert drains direct storm water runoff to interior drains and then finally to outfalls located at the toe of the landfill that drain to the unnamed tributary. Hydrology calculations have been prepared to identify runoff intensity and effects of the drainage to the unnamed tributary which are included in Appendix H. Implementation of the proposed project will not significantly alter the existing drainage pattern of the site and would also not result insignificant changes to the hydrology of the unnamed tributary. A hydrology study was prepared for the proposed project that analyzed the potential post-construction runoff that would occur following implementation of the proposed project. The proposed project has been designed to accommodate surface runoff associated with a 100-year storm event. The proposed final drainage system is shown on the Final Grading Plan enclosed in Appendix B. As a result, no significant impacts are anticipated and no mitigation measures are required. e. Create or contribute runoff which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted runoff? Less than Significant Impact. The proposed project includes the placement of final cover material to close the landfill. The cover materials are essential impermeable and have the potential of increasing peak runoff and intensity. One of the main purposes of the improvement associated with the Final Closure Improvements 55 Page 2500 of 4165 is to provide a cover for the waste management unit.When constructed,the cover will provide an impermeable surface protecting the waste management unit from storm water infiltration. As a result, the cover will also increase the amount of storm water leaving the project site. Although there will be an increase in the amount of storm water leaving the project site, when analyzing the watershed upstream of and including the project site, the hydromodification impacts are minimal. Hydrographs were developed for the pre and post closure construction and when compared, the two showed that there would be an increase in approximately 182,577 cubic feet of storm water in the watershed for a 2 year-24 hour storm event. This is a 5.3% increase. To see how the 5.3% increase would affect the hydrology of the watershed upstream of and including the project site, further calculations were performed. The calculations show that time of concentrations changed from 38.8 minutes to 38.7 minutes or 0.3% increase and for a 2 year storm event, the flows intensities increase from 369.68 cfs to 388.08 cfs or an increase of 5.0%. Further hydraulic calculations were performed to determine the hydraulic capacity of the existing channel. These calculations found that for a 2 year storm event,the flow depth increase from 3.52 feet to 3.60 feet or a 2.2 % increase and the velocity increased from 8.90 feet per second to 8.98 feet per second or a 0.9% increase.All of these increases are considered to have an impact on the overall hydrology/hydraulics of the existing unnamed drainage course. To help alleviate some of the minor hydromodification impacts of the Final Closure Improvements, the improvements will include post construction best management practices through the use of a synthetic turf liner, routing portions of the surface drainage into an existing retention basin, and improvements to the existing drainage structures out letting into the unnamed drainage course. The synthetic turf liner will reduce sediment loads by providing an impermeable liner on relatively steep 2:1 slopes (horizontal to vertical). Although the existing slopes are vegetated, the steep slopes provide a mechanism for sediments to enter the unnamed drainage course.This liner will protect the slopes from erosion and reduce the sediments that would come from them. Since the project site is very congested, the design maximizes the use of storm water detention/retention through the use of an existing storm water retention basin. A portion of the site will be routed to this existing retention basin to provide storm water storage. The Final Closure Improvements will also improve existing storm drain outlets into the unnamed drainage course. The existing outlets currently"shotgun" into the drainage course at five to six feet above the flow line, providing the potential for significant erosion. These outlets will be replaced with new ones that allow for the storm drain to outlet near the toe of the bank at an elevation of one foot above the flow line and with rock rip rap energy dissipaters at the end.This will reduce the potential for significant erosion at the storm drain outfalls. No additional mitigation measures are required. f. Otherwise substantially degrade water quality? Less than Significant Impact. As previously discussed, the proposed project has been designed with protection for water quality features that will effectively minimize potential siltation, the primary pollutant anticipated to occur as a result of the proposed project. Potentially significant impacts would be reduced to a less than significant level with the implementation of the water quality features and erosion control plan. g. Place housing within a 100-year flood hazard as mapped on a Federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? No Impact. The proposed project is not located within the limits of a FEMA-designated 100-year floodplain. Furthermore, no residential development is proposed that would be subjected to inundation resulting from flooding. No impacts will occur. h. Place within a 100-year flood hazard area structures, which would impede or redirect flood flows? 56 Page 2501 of 4165 No Impact. As previously indicated,the subject property is not located within the limits of a 100-year floodplain and is not subject to inundation resulting from flooding. Furthermore, no structures are proposed on the project site or in a 100-year flood hazard area that would impede or redirect flood flows. No impacts will occur as a result of project implementation. i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? No Impact. The proposed project includes the construction of the final cover for the landfill and associated environmental control systems; neither structures nor people will be exposed to loss, injury or death resulting from flooding, including that caused by the failure of either a dam or levee. No impacts will occur as a result of project implementation. j. Inundation by seiche, tsunami, or mudflow? No Impact. A seiche involves the oscillation of a body of water in an enclosed basin, such as a reservoir, storage tank, or lake. No enclosed bodies of water are located in the immediate vicinity of the project site; therefore, no impacts from seiches are anticipated as a result of project implementation. A tsunami, commonly referred to as a tidal wave, is a sea wave generated by submarine earthquakes, major landslides, or volcanic action. The project site is located well inland, away from the Mendocino County coastline. Due to the elevation and the distance from the coastline,tsunami hazards do not exist for the project site and vicinity. Furthermore, all slopes have been designed to eliminate or minimize the potential of seismic effects that could be undermined by seismic activity or other instability. Implementation of the proposed project will not expose either people or structures to seiches, tsunamis or mudflows. Therefore, no impacts will occur as a result of project implementation. k. Potentially impact stormwater runoff from construction activities? Less than Significant Impact. Site preparation activities will result in some grading, including excavation associated with site preparation that would expose native soils to the effects of wind and water; however, the Stormwater Pollution Prevention Plan (SWPPP) and erosion control measures incorporated into the project design will ensure that measures are integrated into the construction activities to minimize the erosion potential and the effect on groundwater and surface water quality. With the implementation of the BMPs prescribed through the SWPPP prepared for the proposed project, potentially significant impacts will be avoided and; no mitigation measures are required. 1. Potentially impact stormwater runoff from post construction activities? Less than Significant Impact. Post construction activities include only monitoring and maintenance of the project site to ensure that the environmental control systems are properly operating. Although some increase in surface runoff would occur as a result of the final closure plan (e.g., environmental control systems,drainage plan modification, etc.), impervious surfaces would not be increased. No activities are proposed for the project site that would result in stormwater runoff impacts associated with post-closure activities. No mitigation measures are required. M. Result in a potential for discharge of stormwater pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance(including washing), waste handling,hazardous materials handling or storage, delivery areas,loading docks or other outdoor work areas? Less than Significant Impact. As previously discussed, a SWPPP will be prepared that will include appropriate BMPs to ensure that surface water discharges have been adequately controlled to minimize the discharge of sediment and other pollutants. Specifically, the BMPs will include treatment requirements 57 Page 2502 of 4165 intended to reduce potential pollutants resulting from vehicle and equipment storage, equipment fueling and/or equipment maintenance and related activities that could affect surface water quality during the construction phase of the proposed project. Implementation of the BMPs will minimize potential impacts to downstream water quality resulting from project-related stormwater discharges. No additional mitigation are required. n. Result in the potential for discharge or stormwater to affect the beneficial uses of the receiving waters? Less than Significant Impact. As previously indicated the Russian River and its tributaries support populations of chinook and coho salmon and steelhead trout. The Russian River is listed by applicable regulatory agencies for a variety of water quality impairments. The main water quality impairment in the Russian River is sediment. Sediment sources typically are generated from a variety of natural and anthropogenic sources including road mass wasting, bank erosion, natural mass wasting, surficial road erosion, road gullies and land disturbance activities. Although project implementation could result in potential erosion, the proposed project has been designed to address the potential for the generation of sediment. Sediment control measures have been incorporated into the design of the project to minimize erosion. In addition, preparation of the mandatory SWPPP will require that construction BMPs also be implemented to ensure that potential pollutant loads are eliminated or reduced to an acceptable level. Therefore, potential impacts will be less than significant; no mitigation measures are required. o. Create the potential forsignificant change in the flow velocity or volume of stormwater runoff to cause environmental harm? Less than Significant Impact. Refer to Section 4.9e. The proposed project has been designed to accommodate post- construction surface flows generated by a 100-year storm. The runoff will be directed to drainage and conveyance facilities that have adequate capacity prior to their discharge. No significant impacts are anticipated and no mitigation measures are required. p. Creates insignificant increases in erosion of the project site or surrounding areas? Less than Significant Impact. Refer to Section 4.9c. As indicated in that section, project implementation could result in potential on-site erosion if not property addressed. However,the project design includes several measures to minimize both on- and off-site erosion. With the implementation of the erosion control features and erosion control plan, potential erosion impacts will be reduced to a less than significant level. Cumulative Impacts As indicated in the preceding analysis, the project has been designed to comply with Title 27 for landfill closures and includes an array of drainage, erosion, and water quality features to ensure that the project will not result in significant impacts within the watershed. These features will avoid or minimize not only project- related impacts but also would avoid contributing to the cumulative degradation of the drainage and water quality regime in the region. Implementation of the proposed project will not, therefore, result in potentially significant cumulative impacts. Mitigation Measures MM4.9-1 An erosion control plan shall be included with the project planning and design documentation that sets forth management and project site requirements for the control and minimization of sediment and erosion. MM 4.9-2 Grading shall be prohibited after October 15 of any year without regulatory agency approval. MM 4.9.3 Erosion control structures such as sedimentation ponds, energy dissipaters, and silt fences shall be installed prior to the start of the proposed project and maintained until project completion. MM 4.9-4 A General Construction Storm Water Pollution Prevention Plan shall be prepared and implemented 58 Page 2503 of 4165 as part of the project permitting and documentation. The SWPPP will be fully implemented and remain in effect until the completion of the project. MM 4.9-5 Post closure monitoring and inspection will be implemented to ensure the project site remains stable and free of slope failures or sediment sources. 4.10 Land Use and Planning Potentially Less than LessLess Than No Would the project: Significant With Mitigation Significant Impact Impact Incorporated Impact a. Physically divide an established community? X b. Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project(including, but not limited to the general plan, specific plan, local coastal program, or zoning X ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? c. Conflict with any applicable habitat conservation plan or X natural community conservation plan? Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • Physically divide an established community. • Conflict with the County of Mendocino County General Plan or zoning ordinance. • Conflict with the Habitat Conservation Plan for Mendocino County. • Be incompatible with adjacent land uses. Analysis: a. Physically divide an established community?No Impact. The proposed project includes the implementation of the final closure plan for the project site which has been closed since 2001. The project site is located in a rural portion of Mendocino County that is surrounded entirely by open space, including forest areas with little residential development or other urban uses are located in the vicinity of the project site that would be affected by the closure or post closure activities. Furthermore, the proposed project does not include any elements or features (e.g., roadways, pipelines, etc.) that would physically divide an existing community. The end use of the landfill is open space, which is consistent and compatible with the open space and forestry uses in the project environs. Therefore, no significant conflicts with existing land uses will occur; no mitigation measures are required. b. Conflict with any applicable land use plan,policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance)adopted for the purpose of avoiding or mitigating an environmental effect? No Impact. Project implementation is consistent with relevant development goals and policies as specified in the County of Mendocino General Plan. Implementation of the proposed project does not include any features 59 Page 2504 of 4165 that extend beyond the limits of the landfill property. No structures are proposed that would either affect the rural character of the area or directly affect existing resources following the construction of the final cover and environmental control systems. Where potential short-term adverse effects are identified, adequate mitigation measures have been prescribed and will be implemented to ensure that the adverse effects are minimized and reduced to an acceptable level. The proposed project is also consistent with State and federal requirements for closure of landfills and includes the final cover and grading design to control stormwater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance, drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface water monitoring systems, and site security. Each of these environmental control systems are intended to comply with all applicable regulatory requirements for closure, including public health and safety. In addition, the proposed project will also allow the CalRecycle, the NCRWQCB, and the LEA to monitor closure and post-closure activities to determine that all landfill closure and post-closure maintenance and monitoring requirements are being followed in accordance with the approved plan. The proposed project is consistent with the applicable policies and programs adopted by the County of Mendocino. No significant land use will occur and no mitigation measures are required. c. Conflict with any applicable habitat conservation plan or natural community conservation plan? No Impact. There are no habitat Conservation Plan or Community Conservation Plan in place at the project site. No impacts are anticipated and no mitigation measures are required. Cumulative Impacts As indicated in the preceding analysis, the proposed project will not conflict with any adopted policies and/or programs of the County. No development is proposed that would divide an established community and the project does not conflict with an adopted Habitat Conservation Plan or Community Conservation Plan. As a result project implementation would not contribute to potentially significant cumulative land use impacts. Mitigation Measures No significant land use impacts are anticipated and no mitigation measures are required. 4.11 Mineral Resources Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a. Result in the loss of availability of a known mineral resource that would be of value to the region and the X residents of the state? b. Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local X general plan, specific plan or other land use plan? Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • Project implementation will result in the loss of availability of a mineral resource identified on the County's General Plan and/or State of California documents that has economic values both locally and 60 Page 2505 of 4165 regionally. Analysis: a. Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? No Impact. A variety of minerals resources are known to exist in Mendocino County. The most predominant minerals found in Mendocino County are aggregate resources, primarily sand and gravel. Three sources of aggregate materials are present in Mendocino County: quarries, in-stream gravel, and terrace gravel deposits. The project site does not contain any important deposits of aggregate/sand and gravel. Furthermore, neither the Mendocino County General Plan nor the State of California has identified the project area as a potential mineral resource of State-wide or regional significance. No mineral resources are known to exist and,therefore, project implementation will not result in the loss of availability of a known mineral resource that would be important to the state, region or local area. As a result, no significant impacts will occur as a result of project implementation and no mitigation measures are required. b. Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan,specific plan or other land use plan? No Impact. As indicated above, the Mendocino County General Plan does not identify the project site as having potential value as a locally important mineral resource site. The proposed project will not result in the loss of any locally important mineral resource site and, therefore, no impacts will occur. Cumulative Impacts The proposed project would not result in the loss of any known important mineral resources. Therefore, project implementation will not result in or contribute to potentially significant cumulative impacts. Mitigation Measures No impacts to mineral resources will occur as a result of project implementation and no mitigation measures are required. 4.12 Noise Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? X b. Exposure of persons to or generation of excessive X groundborne vibration or groundborne noise levels? c. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing X without the project? d. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing X without the project? 61 Page 2506 of 4165 e. For a project located within an airport land use plan or, where such a plan has not been adopted,within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to X excessive noise levels? f. For a project within the vicinity of a private airstrip, would the project expose people residing or working in the X project area to excessive noise levels? Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • An increase of three dB which creates an area of noise/land use incompatibility; and/or • The proposed project generates noise that would contribute to noise levels that exceed the State noise/land use compatibility guidelines which allow for exterior noise levels up to 70 dB CNEL; and/or • The proposed development is exposed to noise levels that exceed the State noise/land use compatibility guidelines, which allow for exterior levels up to 70 dB CNEL; and/or • The proposed development generates noise that exceeds the thresholds prescribed in the Appendix C of the Mendocino County Municipal Code (Title 20); and/or • Exposure of persons to or generation of excessive groundborne vibrations or groundborne noise levels. Analysis: a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Less than Significant Impact. The Noise Element of the Mendocino County General Plan has identified noise levels for various land uses that are considered compatible with planned uses. These levels are designed to achieve acceptable interior noise levels with standard building practice while maintaining an outdoor environment that can be considered reasonably pleasant. General Plan Table 3-K(August, 2009) establishes the following exterior noise standards: Residential 60 dB Commercial 75 dB Industrial 80 dB These standards apply to land use exposure from noise sources outside of local control from sources such as transportation from road ways and airports. Noise sources that are controlled by local regulation are generally considered stationary sources. These sources include noise from a variety of sources such as mechanical equipment, amplified music, public events, barking dogs, etc. are most typically regulated by ordinance. In Mendocino County,these standards are found in Appendix C of Title 20 of the County Code Zoning Ordinance. Based on the County's noise regulations, the stationary noise standards for light and heavy industrial uses are established at 70 and 75 dBA. These levels are not to be exceeded for more than 30 minutes in any hour throughout an entire day. Noise generation from the proposed project would result from construction activities including on-road trucking and from temporary heavy equipment operations such as grading and excavation and work related to placement and construction of the final cover. The on-road noise generation is pre-empted from local control 62 Page 2507 of 4165 except for enforcement of the vehicle code for equipment. Noise from the operation of off-road equipment is controllable by ordinance. However, most jurisdictions in California exempt temporary construction equipment operations noise from numerical standards compliance as long as a number of specified conditions are met. b. Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? Less than Significant Impact. Construction activities that would be expected from the proposed project generate groundborne vibration from the operation of heavy equipment. The effects of groundborne vibration include discernible movement of building floors, rattling of windows, shaking of items on shelves or hanging on walls, and rumbling sounds. Construction activity impacts are typically highly confined to within a few feet of the noise generating activity. An exception to this may include projects that have very large equipment such as pile drivers. Such equipment will not be used for the proposed equipment. Because vibration is typically not an issue, very few jurisdictions have adopted vibration significance thresholds. Vibration thresholds have been adopted for major public works construction projects, but these relate mostly to structural protection (cracking foundations or stucco) rather than to human annoyance. The proposed project is located in an area characterized by open space and rangeland with no sensitive land uses within 1,000 feet of the project area. There are several residential properties located to the south and southwest of the project site that include the Vichy Springs property which is greater than 500 feet from the property as well as a residential dwelling that is approximately 900 feet west of the project site area. The remainder of residential dwellings are located greater than one-quarter mile from the project site. The aspect and location of the project site area is such that it is separated by rolling topography with no line of site access to the project site area. The potential vibration levels caused by the equipment utilized for the proposed project would be less than the threshold of perceptibility. As a result, potential vibration effects associated with the use of construction equipment on the site would not result in any potentially significant groundborne vibration impacts either to structures or people. Therefore, no significant impacts will occur and no mitigation measures are required. c. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact. The proposed project is expected to be approximately six months in duration. The noise generated by the proposed project would result during the construction period required to construct the final cover and related environmental control systems for the project. With the exception of periodic on-going environmental monitoring and maintenance of the closed landfill and environmental control systems, no other long-term noise would be generated by the landfill closure. Any future noise levels associated with maintenance that may be required in the future would be neither excessive nor long-term. Therefore, no significant impacts would occur and no mitigation measures are required. d.A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant Impact. The proposed project will include the use of various types and sizes of construction equipment that will be utilized during construction of the proposed improvements. Stationary equipment consists of equipment that generates noise from one general area and includes items such as pumps, generators, compressors, etc. These types of equipment operate at a constant noise level under normal operation and are classified as non-impact equipment. Other types of stationary equipment such as pile drivers,jackhammers, pavement breakers, blasting operations, etc., produce variable and sporadic noise levels and often produce impact-type noises. Impact equipment is equipment that generates impulsive noise, where impulsive noise is defined as noise of short duration that is generally less than one second, high intensity, abrupt onset, rapid decay, and often rapidly changing spectral composition. For impact equipment, the noise is produced by the impact of a mass on a surface, typically repeating overtime. 63 Page 2508 of 4165 Mobile equipment such as bulldozers, excavators, scrapers, graders, etc., may operate in a cyclic fashion in which a period of full power is followed by a period of reduced power. Other equipment such as compressors, although generally considered to be stationary when operating, can be readily relocated to another location for the next operation. The Federal Highway Administration Construction Noise Handbook identifies equipment and operation noise levels for various types of construction equipment that are expressed in terms of maximum noise levels at a measured distance of 50 feet from the noise source. The noise levels for the types of equipment expected to be used for the proposed project ranges from 60 to 90 decibels. These noise levels exceed the levels as set forth in the Mendocino General Plan; however due to the proximity of the project site in a rural area with greater than 500 feet of separation to residential properties, construction noise levels that exceed 70dB could result in potentially impacts to residences and wildlife. However, maintaining separation from residences and noise-sensitive biotic habitat, plus implementation of the standard measures identified at the end of this section, will maintain construction equipment noise impacts at less than significance levels. e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The proposed project is located approximately three miles northeast of the Ukiah Municipal Airport. The project site is not located within an airport plan and the noise generated by the airport operations does not extend into the area in which the landfill is located. f. For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? No Impact. There are no private airstrips located within the area of the project site that would either affect or be affected by the proposed project. As a result, no workers or others would be exposed to excessive noise levels associated with a private aviation facility. Cumulative Impacts As discussed above, all of the potential noise generated by the proposed project will be short-term in nature, lasting approximately six months during the construction phase of the proposed project. Upon completion of the project and related environmental control systems for the landfill, no long-term noise will be generated on-site. Furthermore, the proposed project is located in an area that is characterized by open space and forestlands. The short-term increase in noise generated on-site during construction as well as that resulting from the heavy truck traffic required for soil import that could adversely affect residential properties and potentially sensitive species in the project area will cease upon completion of the hauling operations. Mitigation measures are prescribed below to address the potential short-term noise impacts that will be adequate to maintain noise levels below significant levels. As a result, cumulative noise impacts caused by the proposed project will be less than significant. Mitigation Measures As indicated in the preceding analysis, no significant project-related noise impacts would occur as a result of project implementation. Nonetheless, project activity noise impacts can be maintained at less-than- significant levels with implementation of the following measures: MM 4.12-1 Construction activities shall comply with standard Mendocino County conditions with respect to hours of lesser noise sensitivity, use of proper mufflers and selection of quieter equipment. MM 4.12-2 Noise generating activities at the construction site or in areas adjacent to the construction site associated with the project in any way should be restricted to the hours of 7:00 a.m. to 6:00 p.m., Monday through Friday. No construction activities should occur on weekends or holidays. 64 Page 2509 of 4165 MM 4.12-3 All internal combustion engine drive equipment should have intake and exhaust mufflers that are in good condition and appropriate for the equipment. MM 4.12-4 Unnecessary idling of internal combustion engines should be strictly prohibited. MM 4.12-5 Low noise air compressors and other stationary noise sources should be utilized where technology exists. 4.13 Population and Housing Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a.Induce substantial population growth in an area, either directly (for example, by proposing new homes and X businesses) or indirectly (for example, through extension of roads or other infrastructure)? b.Displace substantial numbers of existing housing, necessitating the construction of replacement housing )( elsewhere? c. Displace substantial numbers of people, necessitating )( the construction of replacement housing elsewhere? Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • Induce substantial growth or concentration of population. • Displace a large number of people. • Disrupt or divide the physical arrangement of an established community. • Be substantially inconsistent with long-range, adopted County goals and/or policies. Analysis: a. Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses)or indirectly(for example,through extension ofroads or other infrastructure)? No Impact. Project implementation includes the final closure of the Ukiah landfill in accordance with local, regional, state and federal requirements. No residential or other development is proposed that would result in additional population growth. No infrastructure is required to be extended to the site that would induce population growth in the area. Therefore, no significant growth-inducing impacts are anticipated and no mitigation measures are required. b. Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? No Impact. The proposed project includes the closure of the Ukiah Landfill and does not support any 65 Page 2510 of 4165 residential dwelling units. The proposed project would not result in the displacement of any existing housing or other residential development. Therefore no loss of housing stock currently existing in Mendocino County would occur and no impacts are anticipated. c. Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? No Impact. As indicated above, the proposed project will not result in the elimination of any existing housing and would not displace or otherwise adversely affect residents living within the unincorporated areas of Mendocino County or other nearby communities. Therefore no impacts are anticipated and no mitigation measures are required. Cumulative Impacts Because the proposed project would not result in the loss of any existing housing and/or the displacement of residents, implementation of the proposed project will not contribute to the cumulative impacts to population and housing. Therefore, no significant cumulative impacts to population and housing will occur as a result of project implementation. Mitigation Measures Project implementation will not result in any potentially significant impacts to population and housing. No mitigation measures are required. 4.14 Public Services Potentially Less than LessLess Than No Would the project: Significant With Mitigation Significant Impact Impact Incorporated Impact a. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: 1. Fire protection? X 2. Police protection? X 3. Schools? X 4. Parks? X 5. Other public facilities? X Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • An increase in the demand for fire protection services to such a degree that accepted service standards 66 Page 2511 of 4165 (e.g., manpower, equipment, response times, etc.) are not maintained. • The interference with emergency response or evacuation plan(s)in the community or not provide internally consistent analysis or policies to guide future development. • Expose people or structures to significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands. • Result in response times that exceed the County's adopted maximum emergency response criteria. • An increase in the demand for law enforcement services to such a degree that accepted service standards are not maintained without an increase in manpower and/or equipment. • Create student enrollments that exceed available capacities of school facilities or educational services and would require the construction of new school facilities. Analysis: a.1. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for fire protection? Less than Significant with Mitigation Incorporated. The project site is located in an unincorporated area of Mendocino County that is designated as having a "high fire hazard" potential. Fire protection and emergency services are provided by the Mendocino County Fire Department in cooperation with the California Division of Forestry(CDF)through contract services. Due to the existing rangelands surrounding the project site, the project site is located in an area that has the potential for wildland fires, particularly during the summer months and dry season when grasses and other vegetation have become overgrown and dry. The proposed project would not affect the existing level of public services provided in the area. No permanent structures and/or occupants will occupy the project site following completion of the final closure components and no increase in the potential for fire would exist. The proposed project will utilize heavy equipment during the final closure activities and a fire potential does exist as a result of sparks that may be created from heavy equipment and/or vehicles that may ignite dry grass or other vegetation. Specifically, heavy trucks hauling materials and equipment to the site could start a fire along the sides of the roadways if hot mufflers and undercarriage components come in contact with dry grass and other overgrown vegetation along the side of the roadways. In addition, it is also possible that construction worker vehicles or other heavy equipment parked in grassy areas on the site could also cause a fire. As a result, it will be necessary to incorporate measures to reduce the potential for fires on the site and adjacent roadways. With the implementation of the mitigation measures prescribed below, potential impacts will be less than significant. a.2. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for police protection? Less than Significant Impact. Police protection and law enforcement services in the unincorporated portions of the County are provided by the Mendocino County Sheriff Department. The project site has been inactive for several years and does not pose an existing law enforcement problem for the Sheriff Department. No significant crime or other illegal activities occur on or in the vicinity of the site that adversely affect the ability of the Sheriff Department to provide an adequate level of service. Implementation of the proposed 67 Page 2512 of 4165 project will result in some short-term construction activities lasting approximately six months. During that period, increased truck and vehicular activity will occur along the roadways and highways patrolled by the Sheriff Department; however, no significant safety or other law enforcement problems that could adversely impact the existing law enforcement service are anticipated as a result of the increased truck traffic. Upon completion of the final cover construction, all of the heavy truck traffic will cease; only a small number of intermittent project- related traffic will be generated as a result of post-closure maintenance (e.g., site monitoring, etc.). The number of trips is extremely small and will not affect the current level of police protection in the area. In order to facilitate site security,the landfill disposal area has a locking gate at the entrance road. Access to the project site is restricted with fencing and locked gates that restrict access. Security fencing, access gates and signs will be inspected quarterly to ensure that the integrity of site security has been maintained. All groundwater monitoring wells will have locking well covers. The gates will be inspected to ensure that the locks are intact. Any necessary repairs or replacements will be made during the quarterly inspection. Therefore, no significant impacts will occur as a result of project implementation and no mitigation measures are required. a.3. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for schools? No Impact. The proposed project includes the final closure of the Ukiah landfill as well as the post closure maintenance activities that will be conducted at the site. No development (i.e., residential) is proposed that would result in the generation of school-age children that would affect the existing school facilities and services. As a result, no impacts to schools will occur and no mitigation measures are required. a.4. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for parks? No Impact. The proposed project includes no new structures or new residential development and implementation of the proposed project will not create any demands for parks and/or recreational facilities and amenities, which are typically associated with increases in population. As a result no impacts are anticipated to parks and/or recreational facilities and no mitigation measures are required. a.5. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for other public facilities? Less than Significant Impact. No governmental services would be affected as a result of project implementation. The City of Ukiah is responsible for maintaining and monitoring the project site, which will not adversely impact existing governmental services. The City of Ukiah will be responsible for ensuring that post closure maintenance activities occur pursuant to the final plan requirements. These responsibilities include ensuring that the drainage, groundwater and other environmental control systems are properly operating. These activities are anticipated and will not adversely affect the ability of municipalities to provide adequate post closure maintenance of the project site. As a result, no significant impacts are anticipated and no mitigation measures are required. Cumulative Impacts Project implementation would result in the final closure of the Ukiah Landfill. Because the proposed project 68 Page 2513 of 4165 does not include a change in land use such as residential development that has a need for and would generate a demand for most public services (e.g., police, parks and recreation, schools, etc.), potential demands on those services are not expected to occur. However, several measures have been prescribed to ensure that any potential impacts to fire protection service and facilities are adequately addressed and would not, therefore, result in potentially significant cumulative impacts. Furthermore, without residential development, no impacts would occur either to public schools or library facilities.Therefore, no significant cumulative impacts will occur. Mitigation Measures Project implementation will not result in any significant impacts to police protection, schools, parks and recreational facilities and other government services and/or facilities; however, some potential for wildland fires does exist, which must be addressed. The following mitigation measures shall be incorporated into the project to address the potential wildland fire impacts. MM 4.14-1 No vehicles, including construction worker vehicles, heavy trucks and/or equipment, shall be parked in areas covered with grass. Parking areas shall be established for all vehicles in an area that is cleared of all grass. MM 4.14-2 A water truck shall be present on-site for fire control should flammable material ignite during the final closure construction. 4.16 Recreation Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a.Would the project increase the use of existing neighborhood and regional parks or other recreational X facilities such that substantial physical deterioration of the facility would occur or be accelerated? b.Does the project include recreational facilities or require the construction or expansion of recreational facilities, X which might have an adverse physical effect on the environment? Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • Create a demand for recreation services that exceeds the design or use standards of existing and/or planned facilities on the adopted Recreation Element of the Mendocino County General Plan for the area. Analysis: a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? 69 Page 2514 of 4165 No Impact. The project proposes only the final closure of the Ukiah Landfill. No residential development is proposed that would create a demand for neighborhood and/or regional parks or other recreational facilities. Therefore, project implementation would not result in any impacts to parks and/or recreation facilities in the Mendocino County; no mitigation measures are required. b. Does the project include recreational facilities or require the construction or expansion of recreational facilities, which might have an adverse physical effect on the environment? No Impact. As indicated above,the proposed project does not include the residential development that could have a direct impact on the County's inventory of parks and recreational facilities. Because no residential development is proposed, no significant recreation impacts will occur. As a result, no mitigation measures are required. Cumulative Impacts Because no residential development that would create a demand for parks and recreational facilities in the County is proposed, the proposed project would not result in any incremental, cumulative impacts to those facilities. Mitigation Measures No project-related impacts to recreational facilities in the County of Mendocino are anticipated to occur; therefore, no mitigation measures are required. 4.16 Transportation/Circulation Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a. Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components )( of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? b. Conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or X other standards established by the county congestion C. Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location )( that results in substantial safety risks? d.Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or X incompatible uses(e.g., farm equipment)? e.Result in inadequate emergency access? X 70 Page 2515 of 4165 f. Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities? X Significance Criteria: A project will normally have a significant adverse impact on traffic and circulation if it results in any of the following: • An increase in traffic that is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume-to-capacity ratio on roads, or congestion at intersections). • An increase in the level of service standard established by the County Congestion Management agency for designated roads or highways. • An increase in hazards due to design features (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment) • Inadequate emergency access. • Inadequate parking capacity. • A conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks, etc.). • Hazards or barriers to pedestrians or bicyclists. Analysis: a. Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system,including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? Less than Significant Impact. The proposed project is located at the eastern end of Vichy Springs Road. The greatest number of vehicular trips resulting from project implementation will occur during the construction phase. The proposed project will require site workers to travel to the site daily during the duration of the project. The number of workers will be minimal nominal and new traffic trips on Vichy Springs Road will be short-term in duration lasting a maximum of six months during the construction period. In addition to the site worker traffic trips there will be the delivery of equipment and materials to the site. For the purpose of this study we assume that a maximum of 20 workers will be at the project site on a daily basis resulting in 20 traffic trips. It is also anticipated that up to 10 traffic trips a day will occur for delivery of materials and equipment. As a result, it is anticipated that no more than 30 two-way trips per day would be generated by these activities, all of which would be added to the circulation network in the area. The addition of the 30 two-way worker and materials delivery trips would utilize Vichy Springs Road to access the project site. In addition to worker- and materials delivery-related trips, it will also be necessary to import soils from the an off-site location to construct portions of the final cover. It is anticipated that a maximum of 3,500 cubic yards of material will be imported to the site, resulting in truck traffic during the importation process. The number 71 Page 2516 of 4165 and frequency of trips depends on the source and location of the import materials. The remaining materials will be used from onsite sources. The affected roadways have adequate capacity to accommodate the vehicular trips generated by the proposed project, which will be significantly fewer on a daily basis than the number of trips that occurred when the landfill was an operational landfill prior to 2001. It is important to note that the heavy truck trips will be short in duration depending on the source and location of the import material, which could increase the daily trip rate and reduce the duration. After that,the only project-related trips will be associated with the movement of workers to and from the site and movement of equipment and materials. In addition, these vehicular trips will be temporary in nature and will cease upon completion of the construction of the final cover. The number of vehicular trips associated with the post closure maintenance activities will be significantly less than during construction of the final cover. As a result, no significant impacts are anticipated. The addition of the project- related trips will not significantly affect the operations on existing roadways. As a result, no significant impacts are anticipated and no mitigation measures are required. Implementation of the proposed project will not result in the generation of a significant number of vehicle trips that would cause traffic congestion beyond adopted policies and/or forecasts. The only project-related vehicular traffic generated by the proposed closure and post-closure maintenance operations would be associated with worker trips and the transport of materials and equipment to the site. The number of trips is related to the number of workers that would be employed to work on the site during closure and post-closure maintenance. It is anticipated that the onsite workers would generate a very small number of vehicular trips (approximately 20 two-way trips per day) as a result of their daily commutes. In addition, approximately ten two-way trips/day would be added to the existing traffic volumes as a result of trucks hauling materials and equipment to the site. Any contribution of trips caused by the few additional workers would be extremely modest and will not adversely affect the level of operations of any of the intersections in the vicinity of project site. Potential project-related impacts will be less than significant. b. Conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? Less than Significant Impact. Vichy Springs Road provides the only vehicular access to the project site. Due to the limited traffic along Vichy Springs Road, the addition of the haul trucks and construction vehicles would not significantly impact travel on that roadway. As a result, potential impacts will be less than significant. c. Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? No Impact. The Ukiah Municipal Airport is located approximately three miles southwest of the project site. Due to the distance of the proposed project to the Ukiah Municipal Airport, final closure activities, including long-term maintenance of the closed facility, will not affect aviation activities at the airport or expose workers at the site to potential hazards associated with the airport operations. The project site is not located within the area of influence of the Ukiah Municipal Airport and is neither affected by nor affects operations occurring at that aviation facility. Therefore, no significant impacts will occur and no mitigation measures are required. d. Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses(e.g., farm equipment)? Less than Significant Impact. The proposed project is located in an area of Mendocino County that open space and rural residential properties. Access to the project site is from Vichy Springs Road. Project implementation will necessitate the importation of approximately 3,500 cubic yards of earth material in order to construct the final cover, resulting in the generation of about 200 two-way truck trips at the site. Vichy Springs Road is a rural roadway that dead ends at the entrance to the project site. As a result little traffic 72 Page 2517 of 4165 circulation is present. The posted speed limit is 35 miles per hour on Vichy Springs Road and all traffic requirements will be implemented for site worker transportation and delivery vehicles. The proposed project does not modify the design if public roadways and all of the proposed work is confined within the boundaries of the project site and increase in hazards or incompatible uses are anticipated to occur during the implementation of the project. Therefore a less than significant impact is seen from the implementation of the project. e. Result in inadequate emergency access? Less than Significant Impact. Vehicular and emergency access to the project site is from Vichy Springs Road. Construction workers, haul trucks, and maintenance personnel entering the site will utilize Vichy Springs Road during the implementation phase of the project. Although the number and type of vehicles will vary on a daily basis, depending on the activities undertaken, project implementation would not adversely affect access to the project site from Vichy Springs Road. No significant impacts to emergency access will occur as a result of project implementation. f. Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities? No Impact. The project site is a remote site which is located beyond the urban limits of Ukiah. As such, the area of the project site is not served by public transportation and is not in an area where bicycle or pedestrian trails exist. The proposed project does not include any uses that would necessitate the transport of people using public transit and/or by other means of transportation, including bicycle trails, pedestrian trails, etc. Therefore, project implementation will not conflict with or adversely affect any existing alternative modes of transportation. No significant impacts will occur and no mitigation measures are required. Cumulative Impacts As indicated in the preceding analysis, potential traffic impacts associated with the project would be short- term in nature, lasting only during the construction phase. Long-term traffic generated by the proposed project would be similar to existing traffic and would be associated with monitoring and maintenance of the environmental control systems construction at the project site. The additional traffic generated by the proposed project would cease following completion of the construction activities. Therefore, no significant cumulative traffic impacts would occur. 4.17 Utilities and Service Systems Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a. Exceed wastewater treatment requirements of the X applicable Regional Water Quality Control Board? b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing X facilities, the construction of which could cause significant environmental effects? c. Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, X the construction of which could cause significant d. Have sufficient water supplies available to serve the project from existing entitlements and resources,or are new X or expanded entitlements needed? 73 Page 2518 of 4165 e. Result in a determination by the wastewater treatment provider, which serves or may serve the project that it has X adequate capacity to serve the project's projected demand f. Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal X needs? g. Comply with federal, state, and local statutes and X regulations related to solid waste? Significance Criteria: The proposed project would result in significant adverse environmental impacts if any of the following occur: • The project-related demand caused an increase in wastewater treatment that reached or exceeded the current capacity of existing or planned treatment facilities or caused a reduction in the level of service, thereby requiring substantial expansion of existing facilities or the construction of new facilities. • The proposed project's use of water resources will substantially and adversely deplete existing sources of domestic water. • The proposed project will require the construction of new water facilities beyond those already planned and the cost of which would not be borne by the applicant. • The project will generate solid waste that exceeds the capacity of the landfill to accept and disposal of the waste. Analysis: a. Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? Less than Significant Impact. The Ukiah Landfill does not have a formal leachate collection and recovery system but collects landfill leachate and stormwater from a system of collection drains that is conveyed to a holding tank located on the western side of the landfill. The leachate is pumped via buried pipeline to an existing sewer trunk of the community service district operated by the City of Ukiah. Available information indicates that 519,230 gallons of leachate was collected and disposed of to the sanitary sewer in 2014. A review of this information indicates that the volume of leachate greatly increases during the winter months and in fact the leachate that is collected appears to be composed primarily of stormwater. There are no structures at the project site and no bathrooms or other facilities that generate wastewater. It is expected that the proposed project will greatly reduce the generation of leachate by stopping infiltration of stormwater into the cover of the landfill as well as improving drainage and stormwater conveyance system components. Project implementation will not require new sewer collection and/or treatment facilities and would not exceed any wastewater treatment requirements of the Regional Water Quality Control Board. Therefore, no significant impacts are anticipated and no mitigation measures are required. b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Less than Significant Impact. The proposed project will maintain the existing sewer connection for the disposal of leachate. The project will also include the removal of one existing leachate holding pond. No water mains exist in the project area. With the exception of some temporary demands for water, which would be trucked onto the site and utilized on the site during construction to suppress dust and particulate emissions 74 Page 2519 of 4165 as a result of grading, implementation of the proposed project will not create a demand for potable water. Furthermore, project implementation would not require the construction of any water treatment, storage and/or distribution facilities in order to implement the proposed project. Therefore, no significant impacts are anticipated and no mitigation measures are required. c. Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Less than Significant Impact with Mitigation Incorporated. Project implementation includes the construction of and modification to the on-site storm drainage facilities. The existing landfill has several benches and drains that direct stormwater to an unnamed tributary located adjacent to the site. Several of the existing drains are substandard and need to be replaced. Several others will be removed and upgraded. Several additional outfalls will be abandoned. Work associated with the drainage outfalls includes work in the bed and bank of the unnamed tributary. Fill calculations and design specifications indicates that approximately three cubic yards of materials net fill will be placed at each drain that is replaced or improved. It is anticipated that fill quantities will total approximately 30 cubic yards in the bed and bank of the unnamed tributary from the storm drain improvements. The proposed work in the bed and bank of the unnamed tributary will require permitting from applicable agencies. Permits will include a 401 Water Quality Certification from the North Coast Regional Water Quality Control Board, a 404 Clean Water Act Permit from the US Army Corps of Engineers and a 1602 Streambed Alteration Agreement from the California Department of Fish and Wildlife. The suite of permits will be supported by engineering plan and specifications for the proposed work as well as several components of mitigation and avoidance measures for the protection of fish and wildlife. As discussed herein there were no listed Federal species of plants or animals present within the project area. The Wetland Delineation did identify the presence of Waters of the US and Other Waters being present in the unnamed tributary. While there is not an expansion of the storm water conveyance system components it is clear that work in the bed and bank of the creek will require mitigation and avoidance measures. These measures will be implemented as part of the project to minimize and mitigate conditions related to this activity. As a result, no significant impacts to storm drain facilities are anticipated and no mitigation measures are required. d. Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? Less than Significant Impact.As indicated above, project implementation would require only temporary use of water for dust suppression during construction of the final cover and related activities that would occur. The use of water would cease upon completion of the construction activities. Once the proposed project is completed no water supplies would be necessary in the long-term to support the end use. Therefore, project implementation would not result in impacts to the existing and future water supply available to the County of Mendocino. e. Result in a determination by the wastewater treatment provider, which serves or may serve the project that it has adequate capacity to serve the projece's projected demand in addition to the provider's existing commitments? No Impact. As indicated above, the existing landfill discharges Ieachate and stormwater from the collection system to the sanitary sewer system operated by the City of Ukiah. The completion of the proposed project will reduce Ieachate and stormwater volumes captured and disposed of from the site. In addition no structures such as bathrooms or dwellings that generate human waste will be present at the project site that would adversely affect the existing treatment capacity of the regional wastewater treatment plan. No impacts will occur as a result of project implementation. 75 Page 2520 of 4165 f. Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? No Impact. The proposed project includes the closure of the Ukiah and the related environmental control systems. No development is proposed that would generate solid waste. Therefore, no impacts to landfill capacity will occur. g. Comply with federal,state, and local statutes and regulations related to solid waste? No Impact. As discussed closure of the Ukiah Landfill will be performed in accordance with the applicable regulatory standards prescribed in the California Code of Regulations Title 27, Chapters 3 and 4 and 40 Code of Federal Regulation, Subpart F. The components and systems required for closure of the landfill include the final cover and grading design to control stormwater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance, drainage and erosion control systems, landfill gas collection, control and monitoring systems, groundwater and surface water monitoring systems, and site security. No significant impacts will occur because the proposed project will comply with all applicable regulatory requirements. Cumulative Impacts Project implementation will include work in the bed and bank of the unnamed tributary that could impact water quality. It should be recognized however that the new and replaced storm drain system components will improve water quality by providing bank stability, dissipation of energy from discharge of storm water and a reduction in sediment that is currently generated by substandard storm drain system components. Mitigation and avoidance measures will be employed for this work that will mitigate the potential impacts to less than significant levels. These measures will be required by applicable regulatory agencies that will permit and oversee the work related to the storm water conveyance system improvements. The proposed project creates only a short-term demand for water that will be used during the construction process to control fugitive dust and moisture condition materials for compaction; however, the demand for water would cease upon completion of the final closure plan and no long-term demands would occur. The proposed project will reduce the amount of Ieachate and stormwater is captured and disposed of to the Ukiah wastewater treatment plant by reducing infiltration of stormwater and improving site stability. The proposed project would also not result in the generation of any solid waste and would not, therefore, contribute to cumulative solid waste generation in Mendocino County. Because the project is consistent with the long-range plans and policies adopted for the subject site and would not create demands for water or generation sewage and/or refuse that exceed those anticipated by the County's General Plan, the potential cumulative impacts would be less than significant. 76 Page 2521 of 4165 CHAPTER 5.0- CONCLUSIONS 6.0 CONCLUSIONS 6.1 Mandatory Findings of Significance Potentially Less than Less Than Significant Significant Significant No Would the project: Impact With Mitigation Impact Impact Incorporated a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce X the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? b. Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with X the effects of past projects, the effects of other current projects, and the effects of probable future projects)? c. Does the project have environmental effects, which will cause substantial adverse effects on human beings, either X directly or indirectly? Impact Analysis a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a Fish or wildlife species, cause a Fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Less Than Significant with Mitigation Incorporated. The project site has been highly disturbed by past landfill operations and activities that have modified the existing site features. The project site was closed in 2001 and does not accept refuse for disposal. Implementation of the proposed project will result in the construction of the final landfill cover and related environmental control systems necessary to achieve final closure. Implementation of the proposed project would not significantly degrade the quality of the environment because the subject site has been extensively altered by prior development associated with the historic use of the site as a landfill. Although some short-term potential indirect impacts may occur in the project area resulting from construction noise, generation of dust, and erosion/siltation, project implementation will not result in the loss of any sensitive habitat or species, including both terrestrial and aquatic species or to other sensitive receptors in the area surrounding the project site. The project has been designed to avoid the creation of such impacts. In addition,where potential impacts have been identified, appropriate mitigation measures have been incorporated to ensure that potential impacts to biological resources are reduced to a less than significant level. Although no cultural or scientific resources are known to be located on the site and important historic resources would not be adversely affected 77 Page 2522 of 4165 by the project, monitoring during the grading phase will ensure that any potential artifacts that may be encountered can be evaluated and appropriate measures implemented. Project implementation will not substantially reduce the habitat of fish or wildlife species, cause a fish or wildlife population to drop below self- sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of major periods of California history or prehistory. As previously indicated, potentially significant impacts to biological resources are anticipated as a result of project implementation will be mitigated, resulting in less than significant impacts to those resources. b. Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable"means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects,and the effects of probable future projects)? Less than Significant Impact. As indicated in the analysis presented in the initial study, implementation of the proposed project will not result in significant cumulative impacts. In particular, project-related impacts are short- term in nature and occurring only during the construction phase (e.g., traffic, noise, air quality, etc.). Furthermore, the project site is located in a rural area of Mendocino County with significant distance between the project site and residential or commercial development. The closest developed properties to the project site include the Vichy Springs Resort and a developed residential subdivision located to the southwest of the project site. Neither of these sites have a direct line of site to the project site and both are located a significant distance from the project. Thus, with the mitigation measures that are described herein, the short-term impacts resulting from project implementation would not contribute to cumulative long-term operational impacts such as traffic, noise, air quality, etc. Further, the proposed project does not have the potential to generate other project-related impacts that may be cumulatively considerable. Lastly,the proposed project will not have a foreseen effects of known or prospective current or future projects Therefore, no significant impacts are anticipated as a result of the implementation of the proposed project. C.Does the project have environmental effects, which will cause substantial adverse effects on human beings,either directly or indirectly? Less than Significant Impact. This study reviewed the proposed project's potential impacts involving each of the issues included in the environmental checklist. As concluded in these assessments, the proposed project would not result in any significant impacts related to these issues.Although project implementation will result in physical changes to the project site,the alterations are not anticipated to result in significant changes or impacts to the environment. Implementation of the proposed project does not include development that would result in any direct or indirect impacts on humans. The project proposes only to place a final cover and related environmental control systems on the existing closed landfill in compliance with Title 27 of the California Code of Regulations. The proposed project is consistent with the Mendocino County General Plan and Title 27 of the California Code of Regulations which regulates landfill closures. Potential impacts of the proposed project have been evaluated in the preceding analysis. Where potentially significant impacts have been identified, adequate mitigation measures have been proposed that would reduce such impacts to a less than significant level. Therefore, potential significant impacts are anticipated to be less than significant after the incorporation and implementation of mitigation measures prescribed in this document. 6.2 Mitigation Monitoring and Reporting Program In accordance with the California Environmental Quality Act(CEQA),the City of Ukiah Department of Public Works prepared a Mitigated Negative Declaration (MND) and Initial Study for the proposed project located at 3100 Vichy Springs Road in Ukiah, California. The MND indicated that the potential adverse environmental impacts of the project, in terms of Biological Resources, Hydrology and Water Quality, Noise, and Transportation/Traffic could be reduced to below levels of significance or minimized with the implementation of mitigation measures. The mitigation measures have been incorporated into the project and the MND is scheduled for adoption by the City of Ukiah, in conjunction with the approval of the project. 78 Page 2523 of 4165 Section 21081.6 of the Public Resources Code (PRC) and CEQA Guidelines section 15097 require the Lead Agency for each project which is subject to CEQA to monitor performance of the mitigation measures included in any environmental document to ensure that implementation does, in fact, take place. The PRC requires the Lead Agency to adopt a monitoring and reporting program that is designed to ensure compliance during project implementation. In accordance with PRC Section 21081.6 and CEQA Guidelines section 15097, the following Mitigation Monitoring Reporting Program has been prepared and will be implemented for the Ukiah Landfill Final Closure Plan. Table 5-1 lists the mitigation measures or standard conditions, responsible parties, time frame for implementation, and monitoring parties. 79 Page 2524 of 4165 R 0 w � o 0 0 0 0 0 0 0 0 - o 0 0 0 0 0 0 0 0 0 0 � o 0 Q. o o o o 0 0 0 0 0 0 0 0 o m n� io io io io io io io io U'm io io o o I o 0 0 0 0 0 0 0 0 0 o 0 U U U U U U U U U d U U 0 m 0 m I-,O `o w R V) cw o C w m 3 E m y m ww S m o m � Ti Ti Ti Ti Ti Ti Ti Ti Ti�' IS o_ o o o o o 0 n 3o m m p 'o 'o 'o 'o ' ' ' ' 'o o 'o'o C o 0 0 0 0 0 0 0 0 3 O O C m m m m m m m m m'm 10 o m m O o m 0 0 0 � N c c c c c c c c � = c c •E 0 0 0 0 0 0 0 0 0-Q£ 00 E � - m � L o E3 v U t Tto o 06 Q C N N N N N N N N N O 10 N N N V Y > '> '> '> '> '> '> '>'> m '>'> it R Ti Ti Ti Ti Ti Ti Ti Ti Ti m Ti Ti Q Q L(j in "- o 0 0 0 0 0 0 0 o 4- w`o o Q o 0 f6 LL N `w _ _ _ _ _ _ _ _ _ o_o w _ _ - > n n n n n n n n n n n a n n 'OO o o o o o o o o o = o �'" o 0 O C U U U U U U U UU3sS'0w UU wo o� J - O. rn 0 0 0 0 0 0 0 0 0 m mo a 0 0 ++ Y m m m m m m m mm u o m �� mm t o o o o o 0 0 0 0 m o 0 O U o 0 0 0 0 0 0 0 0 0 o o 0 O m $m f6 O M o n o O m >= o O o u5 m o_E`0 33 m m 3 0 7 oa m n w w x 3 O £ m !° m ww o o m m fn o_ m m m d Q m d u o o_._ o< o' w �s m u ow `2 m o 0 ow n Quo o w o_w m o m o n o m w n m m Ti 3 0 o o w m o o m 2, - o� ¢ -wo 3 w m o_ d o n u u �a 3 2 18 L m 3 - o a m o o o� o-� w m m - m m > w o a m- s w 3 wu Lm m ow'3 >a o_m oEw wma m Qo >•mT E o w3 wm 3A E oEaoo3 mm � �-o5,w 3 � � w w ^' a�_w �� ua `o_o w d n w w o o s = a o m O -o o m o 0 0 0 0 0 E o m " E °� o w.- E ) u wo n m o � u o ¢ 3 >r-" w o moo 0=- m:-off omEow � w `5 m n0 0 u L --moo Q w w r 2 m - s m n o o w n U n T U E - w E �._ x R w a- m w x 3 w m E D O w o w E o m C .<o a o o E d 8 o m o o._ m Yo-n. m� ow u w °'-`0 3 o00.� Imnao � E�?s o o Of 2: Ooaxi o->- - wm 0'_ m E U'o 2mSow $ wwn ._ o m u.3 E �m E 6 , o. 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U! U! C O OI Page 2530 of 4165 CHAPTER 6.0- REFERENCES 6.0 REFERENCES California Department of Conservation, Division of Land Resource Protection Farmland Mapping and Monitoring Program — Mendocino County — Important Farmland 2012, Sheet 2 of 2. g. y�. alfa/ /p / 1 1C .. . .........w. ..:.p California Department of Conservation, Division of Mines and Geology—Special Studies Zone, Ukiah Quadrangle. Dated January 1, 1982. California Department of Forestry and Fire Protection —Fire Hazard Severity Zones, Mendocino County. November2007. Itt ://l dooJmzs ma. .........2........3............t.df ..v .. m .ci.in l ............... ................ ....................................................................................... .. .. ............... ............. ................. Department of Transportation -California Scenic Highway Mapping System. I ttf..//wvrvv.dot ca.:gpy/I.. lr l l:mceiniic l ii.g.l vv y:m/ii..!m. . : ...:.l im County of Mendocino — The County of Mendocino General Plan. Adopted August 2009. I tt : v 1v v vvv..crndociiirn o.c .u :m/nllaininiiin /nllain:m/ nllainGeineirallTOC.Ihntim f..........................................................................o.irnei......................................................................a..................0................IK.........................................g.....t..................................f................................................................................................................................ l:::13 Il::::: iiirneeiriiirn�ry 6oint T�;�chnical Document for the Closure, Cit of Ukiah 1....andfill Ukiah California. I[ aced AI niriill ..............................................................................................":R...................................................................................................................................................................................................................................................................................................A.........................................................................................................R.........................................R.............................................................................................................................Ih............... 2008. ................................... Il::::edeirall Il fig.! vva Adi niii nii:mtiratiioi n Construction Noise l..landbook. ............g...........................y................................................................................................................................................................................................................................................................................................................ I tt n�:m://wvrvv.tllhwa.dot. ov/ei nviiiroi ni nei nt/i noii:me/coin:mtiru.uctiioi n noii:meJhandboolk/Ilhairnd1boolk00.ctirn f................................................................................................................g........................................................................................................................................................................................................................................................................................................................................................................................................................................ Illingworth & Rodkin, Inc. — Construction Greenhouse Gas Emissions Assessment, Ukiah Landfill Closure, Ukiah, California. Dated May 22, 2015. Jane Valerius Environmental Consulting & Geri Hulse-Stephens Botanical Consulting/Wetland Delineation — Special Status Plant Survey Report, Ukiah Landfill Closure, City of Ukiah, Mendocino County. Dated July 22, 2015. Jane Valerius Environmental Consulting —Delineation of Waters of the United States, Including Wetlands for the Ukiah Landfill Closure, 3100 Vichy Springs Road, Mendocino County, California. Dated June 2015. IIM t t f inr......m.. ociiimo County o eofOrdinances .. ..... .i .... ... . ... .... �:://www.irnuiriicode.coirn/lilbirair calirneir dociiiro couit o ............................................................................................................................................................................ .l...................................................................................................... ...........n .d ...:.m.../....c.......o........d........e...........of oir.d.i.i..n.a...n..c.a.m. National Marine Fisheries Service— Biological Opinion for Water Supply, Flood Control Operations, and Channel Maintenance conducted by the U.S. Army Corps of Engineers, the Sonoma County Water Agency, and the Mendocino County Russian River Flood Control and Water Conservation Improvement District in the Russian River watershed. Dated September 24, 2008. North Coast Regional Water Quality Control Board (NCRWQCB). 2012. Impaired Water Bodies 2010 Table. Website accessed October 7, 2015 at Itt n://vvvvvv.vvateirlk�oaird:m.ca. ov/inoirticoa:mt/vvateir ii:m:mu.ue:m/niro irain:m/tindll:,/303d/ ndt/120524/Ilin naiiired f....................................................................................................................................................g.............................................................................................................................................................................f................g............................................................................................................IK.....................................................................................f....................................... 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CL OL hLU ' w- 1 CL k ww w �, Iw tq , P u , < f Eli ...��� w r 41 �ry CL 0 CL rx 0 C !k fujI LL ca f z P C X as E-, APPENDIX C GREENHOUSE GAS EMISSIONS STUDY Page 2570 of 4165 WAR Acoustics Air Quality / I Willowbrook Court, ,Suite 120 Petaluma, California 94954 Tel: 707-794-0400 Fax: 707-794-0405 www.illingworthrodk-in.com illro(a illingworthrodkin.com May 22, 2015 David Noren EBA Engineering 825 Sonoma Avenue Santa Rosa, CA 95404 VIA E-MAIL: d. n flm ehagr2!!.1 m, , ,m m SUBJECT: Ukiah Landfill Closure, Ukiah, CA— Construction Greenhouse Gas Emissions Assessment Dear David: This letter presents the evaluation of construction greenhouse gas (GHG) emissions associated with the proposed closure of the Ukiah Landfill located in Ukiah. The proposed project will involve closure of the existing landfill, including demolition of piping and drain inlets, site preparation,grading and excavation, well drilling, final cover,utilities, construction of the landfill gas (LFG)flare station, and paving of roads. The primary sources of GHG emissions associated with the project would be from off-road construction equipment on-site and mobile emissions from worker and hauling truck traffic. The California Emissions Estimator Model (CalEEMod) Version 2013.2.2 was used to predict emissions from construction of the project. CalEEMod is recommended by the Mendocino County Air Quality Management District (MCAQMD)for quantification of construction and development project GHG emissions. Setting and Regulatory Background Global temperatures are affected by naturally occurring and anthropogenic-generated (generated by humankind) atmospheric gases, such as water vapor, carbon dioxide, methane, and nitrous oxide. Gases that trap heat in the atmosphere are called greenhouse gases. Solar radiation enters the earth's atmosphere from space, and a portion of the radiation is absorbed at the surface. The earth emits this radiation back toward space as infrared radiation. Greenhouse gases, which are mostly transparent to incoming solar radiation, are effective in absorbing infrared radiation and redirecting some of this back to the earth's surface. As a result, this radiation that otherwise would have escaped back into space is now retained, resulting in a warming of the atmosphere. This is known as the greenhouse effect. The greenhouse effect helps maintain a habitable climate. Emissions of GHGs from human activities, such as electricity production,motor vehicle use and agriculture, are elevating the concentration of GHGs in the atmosphere, and are reported to have led to a trend of unnatural warming of the earth's natural climate, known as global warming or global climate change. The term "global climate change" is often used interchangeably with the term "global warming," but "global climate change" is preferred because it Page 2571 of 4165 David Noren EBA Engineering May 22,2015 -Page 2 implies that there are other consequences to the global climate in addition to rising temperatures. Other than water vapor,the primary GHGs contributing to global climate change include the following gases: • Carbon dioxide (COA primarily a byproduct of fuel combustion; • Nitrous oxide (NZO), a byproduct of fuel combustion; also associated with agricultural operations such as the fertilization of crops; • Methane (CH4), commonly created by off-gassing from agricultural practices (e.g. livestock), wastewater treatment and landfill operations; • Chlorofluorocarbons (CFCs) were used as refrigerants, propellants and cleaning solvents, but their production has been mostly prohibited by international treaty; • Hydrofluorocarbons (HFCs) are now widely used as a substitute for chlorofluorocarbons in refrigeration and cooling; and • Perfluorocarbons (PFCs) and sulfur hexafluoride (SF6) emissions are commonly created by industries such as aluminum production and semiconductor manufacturing. These gases vary considerably in terms of Global Warming Potential (GWP), a term developed to compare the propensity of each GHG to trap heat in the atmosphere relative to another GHG. GWP is based on several factors, including the relative effectiveness of a gas to absorb infrared radiation and the length of time of gas remains in the atmosphere. The GWP of each GHG is measured relative to COZ. Accordingly, GHG emissions are typically measured and reported in terms of equivalent CO2 (CO2e). For instance, SF6 is 22,800 times more intense in terms of global climate change contribution than COZ. The State of California is addressing the issue of GHG through legislation, policy guidance, and outreach programs. COZ is the primary GHG emitted from land use and industrial projects. In 2006 California enacted AB 32 — the Global Warming Solutions Act, which requires that statewide GHG emissions be reduced to 1990 levels by 2020. In 2008, the California Air Resources Board (CARB) adopted the Climate Change Scoping Plan in response to AB 32. This plan describes the strategies that the State will implement to reduce future emissions by 28%to meet the 1990 target goal in 2020. Per Appendix G of the CEQA Guidelines, greenhouse gas emissions are considered significant if implementation of the proposed projects would: 1. Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment. 2. Conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions of greenhouse gases. MCAQMD has published CEQA thresholds of significance. ' However, there are no established thresholds of significance for GHG emissions during temporary construction. Construction Emissions CalEEMod was used to predict construction emissions in the form of COZe. CalEEMod is a computer model developed by the South Coast Air Quality Management District (SCAQMD) with cooperation of other California Air Districts to estimate air pollutant and GHG emissions. The model is recommended by MCAQMD for use in quantifying construction and development project GHG emissions. The project ' MCAQMD,2010.Adopted Air Quality CEQA Thresholds of Significance. June. Page 2572 of 4165 David Noren EBA Engineering May 22,2015 -Page 3 applicant provided the anticipated construction schedule and proposed construction equipment, which were input to the model. An approximate 5-month construction schedule was entered in the model based on project-specific information. See Attachment I for the project construction schedule. Construction phases included the following: • Demolition and removal of piping and drain inlets; • Site preparation; • Grading/excavation; • Well drilling; • Final cover; • Utilities (storm drain, LFG pipe); • Construction of the LFG flare station;and • Paving of roads. In addition, the project size (50 acres including borrow area surfaces) was input to the model. The anticipated soil hauling volumes (61,500 cubic yards (cy) foundation layer, 8,850 cy engineered fill, and 13,500 cy excavation) were also input. Preparation of the LFG flare station foundation would require approximately 8 cy of concrete. Results of modeling indicate that construction of the project would emit 460 metric tons of COZe. As mentioned above, neither the County nor the MCAQMD have quantified thresholds for construction activities. For comparison,the emissions would be below the lowest threshold (1,100 metric tons of CO2e per year for land use development projects) adopted by MCAQMD and would be considered less-than- significant. It should be noted that the project applicant is encouraged to incorporate best management practices to reduce GHG emissions during construction,where feasible and applicable. Best management practices may include, but are not limited to, using alternative-fueled (e.g., biodiesel, electric) construction vehicles/equipment for at least 15 percent of the fleet,using at least 10 percent local building materials, and recycling or reusing at least 50 percent of construction waste or demolition materials. This concludes our assessment of the construction GHG impacts from this project. If you have any questions or comments, please feel free to contact me at (707) 794-0400, x.35. We appreciate the opportunity to assist you. Sincerely, Joshua D. Carman Illingworth &Rodkin Attachment 1: CalEEMod Output Worksheets and Construction Schedule 1 °w 000 Page 2573 of 4165 Project Name: Ukiah Landfill Final Closure Project Size NA square feet bldgs. NA acres Construction Hours NA am to NA pm Total Work Avg.Hours Annual City Description HP Load Factor Hoursiday Days per day Hours Comments Qty Demolition Start Date: 8/3/2015 Total days: 5 Demolition includes removal of above ground piping End Date: 8/7/2015 and drain inlets 0 1 Tractors/Loaders/Backhoes 97 0.3685 4 5 4 20 1 Rubber-Tired Dozers 255 0.3953 4 5 4 20 Site Preparation Start Date: 8/10/2015 Total days: 10 Site preparation includes clearing,stripping,scarifying approx End Date: 8/21/2015 50 acres of landfill and borrow area surfaces 1 Rubber Tired Dozers 255 0.3953 8 10 8 80 1 Tractors/Loaders/Backhoes 97 0.3685 8 10 8 80 Grading/Excavation Start Date: 8/24/2015 Total days: 20 Grading/Excavation includes excavating and relocation of refuse, End Date: 9/18/2015 grading and placement of foundation layer material from 1 Excavators 162 0.3819 8 2 0.8 16 onsite borrow area,placement miscellaneous engineered fill 1 Graders 174 0.4087 8 10 4 80 Excavation quantity=13,500 CY 1 Rubber Tired Dozers 255 0.3953 8 20 8 160 Foundation layer quantity=61,500 CY 2 Tractors/Loaders/Backhoes 97 0.3685 8 20 8 320 Engineered fill quantity=8,850 CY 2 Scrapers 361 0.48 8 10 4 160 Well Drilling Start Date: 9/7/23015 Total days: 10 Well drilling includes drilling for the LFG extraction wells End Date: 9/18/2015 Vertical lineal feet=940 1 Tractor/Loader/Backhoe 97 0.3685 4 10 4 40 1 Bore/Drill Rigs 205 0.5 8 10 8 80 Final Cover Start Date: 9/21/2015 Total days: 40 Final cover includes placement of the synthetic turf material End Date: 11/13/2015 that includes a geomenbrane,drainage layer,turf,and sand 2 Tractor/Loader/Backhoe 97 0.3685 4 40 4 320 ballast 2 Welders 46 0.45 6 40 6 480 2 Generator Sets 84 0.74 6 40 6 480 Utilities(Storm Drain,LFG Pipe) Start Date: 11/2/2015 Total days: 20 Utilities includes storm drain culverts and inlets,and installation End Date: 11/27/2015 of above ground LFG piping that is butt welded 1 Tractor/Loader/Backhoe 97 0.3685 4 20 4 80 1 Excavators 162 0.3819 6 10 3 60 1 Welder 46 0.45 4 151 3 60 1 Generator Sets 84 0.74 4 15 3 60 LFG Flare Station Start Date: 11/9/2015 Total days: 15 LFG flare station includes setting flare and blower skids, End Date: 11/27/2015 preparation of foundation and placement of concrete(8 CY) 1 Cranes 226 0.2881 4 3 0.8 12 installation of underground storage tank,and 2 Tractors/Loaders/Backhoes 97 0.3685 4 8 2.1 64 placement of aggregate base 1 Excavator 162 0.3819 8 21 1.1 16 Electric available Roads Start Date: 11/9/2015 Total days: 15 Roads include placement of aggregate base on perimeter Start Date: 11/27/2015[-- access road and benches 1 Rollers 80 0.3752 8 15 8 120 2 Tractors/Loaders/Backhoes 97 0.3685 8 15 8 240 Page 2574 of 4165 $ \ % / n A \ .q 9 = CL � 0 I . \ § \ < / \ E 9 b r / a § co LL . cm)& / § \ § \ e < ci Lo § ] _ 2 . 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E ( 0 0 -o ( § ' ) § / Ci o0. )o )o=cq o / _ )o w = \ / \ \ }\ \ \}\)}\ o ,o ,00 _ ,o HO z z z § / }/ }/ § / }/ §_ 0 ± a )a )a 0 ± a )a 0 ± ) k j )j )j k ) k \ � )j § � ) k j ) § )§ )\ � \ Lo� j ) \ � )§ § � LU X LL j (j (j k LL ( /) ) ) ) () () § ) ) ) k -0 § k ) ) } ) ( ( } ) ( } ) o � � !w � � e � LU y . y /§ j (j (j j /§ ( /§ § \ }� }\ Lo� \ Lo� § ) k ) ) k § E ( ( ° E ( a E \ !\ > $ \ A ._ !_ _ ! 2 ................................................................. � � : � § } } 0 § } § / / � § � / 0 ! 0 / . u ..................... u 2 , 0 }0 }\ � \ � 04 k } \ k -0 ( k / } o 0 _ } } - k acy 0 0 ) _ ■ \ � / \ \ / � \ ! ! n ! $ \ % k A e 0 -0 -0 or & ,e LO ' o )o )w I- 0 P� 0 -0 -W H 00 Oo # o ,o H 0 ( ( - \ ) )) )) ) APPENDIX D LFG FLARE DOCUMENTATION Page 2589 of 4165 a a MANAGEMENTAIR QUALITY 306 EAST GOBBI STREET UKIAH,CA 95482 (707)463® 354 A] UALITYAPPLICATION FORIVI N 207.48 Authority to Construct Transfer of Location El Registration of Equipment El Permit for Existing Equipment F1 Transfer of Ownershipo f cation of Permit- Permit t F date Previous A lieation A is application must be filled out completely with all statements answered. Isle or print in black or blue ink. For permitting assistance please call the District office at 707-46 35 ° B. Applications must be accompanied by one copy of each plan,specification, d drawing required. The District may request additional information. C. This application e signed by the owneoloperator or a responsible member of the organization that is to operate the equipment for which the application is made. Faxed applications or copies will not be accepted. E. Mail original sigged a li tion_t : en ei o o Al i Street U ,CA, 95482 F. Construction or operation prier to obtaining a permit from the District is a.violation of District Regulations an subject to penalties as specified in Regulation 1,Rule -300(i)° Name of Business or Organization ) Permit ill be Issued to: o'(" ,, _Lepl er(if different from DBA) of0mmersh3 0 � ins€€ i Ie r rent Nature oflassrnes.� �m_-.. .� �,.�. .. .., .___.... ilin Address,CLty 'State, i Address a err at is 5 ni ent or Process Name: Landfill Cxas C 1111stems ProcessLandfill Gas Control System (List Inipment on P FAtimated Volume of Laridfilled Waste: l, ln50 eseri of q, ImuniclIxal,none le, ts,etc°); �,� w �e of cawer(i°e°,ela a e,a )_ ,.. _. _mow ._.. Cover sd N. /A Max. Q 14 Ft., l I it IM LA Ft., Avera e IQ 1A Ft. peratinD,Status: Inactive Closed Date Waste Fir e t A Closure ^l (District Use Only) Dt'vrtet Receipt Stamp: Signature ofOwner' ®a ° Daft N (PleasePrint) � Title Telephone Number FaxNumber Email: Facility I®fin S au ° i ct Forms-Numerk 7.48Landfill Gas Control System Applicaflon 2014 Page 2590 of 4165 AIR QUALITY MANAGEMENT DISTRICT 06 EAST GOBBI STREET UKIAH, CA 95482 (707) 63-4354 QUALITYAIR LI A T N FORM N 207.48, age Du licate this � e as uueu ass fir�dditi®nil cuss� ui ant_ List ACC� ,i eat�na s d�r�g r�ut�rs,[� ers,�t�.,that uc�stir crtuissle�ns, What will be the end use of collected landfill ?(Enclosed_.Flare,Boiler,Gas Turbine,etch... ---------- Number of Gas CollectionWells: � l � _. � � ) .I Gas doll tion -,ell Materials of Construction: I,% w ( utM" well. .. S; _.,. Max..,m..,. O Ft.,,,,,,,. .. in "°3 Ft., Average .. Ft. 111 �4 _ � ffi. s o Will each well �_ _ nth� �._ valves .e . _d the materials to be used,aspacki.,T_at the well d/landfill cover interface; Estim volume ill t coll . �._ � ® � .� � Um.�Ft. 1 l� 1 ill, <..� _--,9 �•.. m•. Estimated BTU/SCF _Describethernethold,ofc and leachate collection and disposal: „ . tow _. 0 kak*A G0WVVAu,,e. f AsA, a t _ ri or monitMng devicesf®m er-siging e collection system integrit4 �1,A a, . ..... . �. Describe e equipirient.that will core itictri or process collected landfill a (i.e.:Enclosed Flare,Boiler,Gas Turbine, c.) 1.Nu,mbw1ofCond_iti1qn/ siri L?a-vi _® ... .What is CheerMethane_ .. _Destruction Efficiency e.___ . .. _ _ ,- ®� Does the control equipitent have Automatic D 70 Yes N Does e con!eqRipment have AutomaticShutdown? _Does the control_® .® er�t have Fla a Yes Are th a-C ritiiey�as g r i Tern ____ Sensors?. • . .,.. _ _ e�._. o _ s- _ __� m . �. - _Natural Gas Pi�cpupq . What el will leciient unburned methane durig acidr. I ll Nocessinlyui trt or er information on Fa a w Smau "District Fo s-Numerio'207.49 Landfill Gas Control System Application 2014 Page 2591 of 4165 AIR QUALITY MANAGEMENT DISTRICT 306 EAST GOBBI STREET UKIAH, CA 95482 (707)463-4354 AIR QUALITY APPLICATION FORM#207.30,Page 3 iicste this ss necessa cr s iticrr rcess ui en. List s a ui ment that rtr aces sir emissions. lli erlt eScri tit) : _.ors: we ° ' le Station eria Number- w d _ Power Source: Electric 0 Diesel El NaturalOther , b ui ent escri bone n. "� .�a .__ ..n.... ..,_..�._ Yake: _ .. ..e_al .u _er: 7k Horsepower:_ o leStationary Power Source: Electric El Diesel NaqLral gas El Poane Other., _ ,, ut en � cri i n:— Mak .�.. o e :_ eri 1 r �frsiirsetry eiuEl Portable El Stationp Power Source Electric ]C]iesel ® I®Iatttral has ® Propane Other i e t ri tic Make; Model: Serial .n.� r ....� .,....... ........... arse a er: le ti® Power Source: Electric Diesel 1Jatural Gas Pro 13ane tither 12 12 er u er Control :vice: irec la ,M al — — �. .n��i „r Ma e1,,,,,, o et® ., ry a ( -' AW vV66i t L erating Temperature: 1 j ,'s Ap kb- cj*v:' Exhaust VeI i i e : v , s -5ev-e:Au-,*L. - Retention TillIS ds : ro u entifica io Method of Application: A lication Rate: _._ _ lt tor: : Model,:., Serial Number. to 4p Laqk Size: a pro a Other Source: c e Nk ill,", 'Describe periodic maintenance procedures to be used toe sure that e issio ilI be minimized: " t;� _ .... . .. __...... SmsuDistrict F sm umcrici 207.48 Landfill Gas Control System Application 2014 Page 2592 of 4165 AIR QUALIrxr MANAGEMENT DISTRICT 06 EAST GOBBI STREET 0UKIAH, CA 95482 m (707)46 -4 54 AIR.QUALITY APPLICATION 2 7.4 ,Page Attach a drawing showing well locations,depths,transfer piping and process equipment.tm o provide schematic f gas collection well construction d completions and a nmTative about maintenance of the collection and processingis D icat ss page as necessary for each diagram. Include adjacent buildings and streets on facility drawings. Indicate all associated processes on process flow dia r s. NT 111 0,W Cu `9 Wu 40, FLA RPM GAS-0QuiP 0 GAS rluxlep- F--A 9\ c t � Smaug'District Forms-Numeric/207,48 Landfill bias Control Systems Application 2014 Page 2593 of 4165 ""IIII""1°°1 IIII:111IIII"'Y TO caim°" 'IIII: -iiil iiI:::�ERKII""Illrw IIII°:,11 JICA"" IIII III IIII""IIII"' F::` IIU UU°°I I a IIIII)F:°'IIII1.11 i IIINEII N N""Illrw [11V111:::::D1RMA""IIII""NN III III he III IIII Mir�wM� �ppllw�'ild u�IpllY�@rw� rwt@ urwui'°ruiat'@rw inppu't of the u�tM°wurE@� t Construct 'IY,Yi . SECTION IN PROCESS DESGIREIPT101114 i Process I Ihe process rwt ,llu p r fi ura of a land i@II gas (IUFG) coliection and coritrdlI system atthe City of tYk'u h 1... crud iYi@@ (Ill,,,. rwdf@III@)m ""III he des@ iru, Which was dewy&loped 'tomeet the ii"equire-ments of Title 17 of the aN rrniII Code f Regit.ilatiorw (1„CUR), 9546 .(Id), was sumrnarized u" i n l of Ukiah Landfill (Design urw report guru Plan) ' dated tdberr 2013 and submitted 'to the Mendocino County� i Quality Management III;;Nstrict (II M for r u iatoii' ppr vdI. m11i"'ll�u II ,AM Yr asubsequently approved the Desiqn Plan in a Mansur dated J uiu iry 2, 2014. wrrwr° @IY, he LFG coflectIon and contrdl syste.urn will consist 1 i se ries priretr, and inte rur II, @,,: extraction ( � I �l lYd i � d � ground IW @ur system n uu m condensate Mc provisions, and flarestation Operations @ n li d IIpMlW MM � vac urn the H �el forth Ip purpose f ur fii II@ urr theIlid refuse s mass associated With the III,,. irwdffHI III 1he III 11:::::'G extracted ft-omthe weFfield WH III anddaa conveyed Idy,� i�I'W ut a �t taMly�����arw �ll rl aad vertical rwdflare (flare.) subsequent bsequent Ilp destruction of the urwathane and nonr,,,,irruath&u -ra orgark compound (@ III C) cocomponents nents associated with the I 11:::::'G.. NE;;;;W; n0N VII — IIIEiiiil V IIIIPI IIII "'r 111411FOR111WA"'I DIM Gas Blowers ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, "II-wo gas Wowers M e sta ail! amounted n a I a ka��„ad slid aaa„rrwlb�lyw l°°Ihe design 'ind udaa two as the Ipurpose o,f redundancy. As such, rw@y one gas N waur wifl Ida operated r aMIlu�atration gofthe iven as I Ill ar configuration on the packaged sidd assembly. IU�irurnairw� uirr� , F Maaaa as the shop dire iri s enclosed h r Meru tta Per the A""III"C paui'°r nft appH abon ra uuramarwta, the fi,,)[Iowing additio rW IInf rur'rwafl n is pr vMdad forthe gas IlN w era, 2,a Inlet and Outlet Temperatures° III he Murw@af arid outlet temperatures for. 'the gas Nowers MHI be alppir Au atdly 100T aund IW 5 0IIE,,,°, respectively, Page 2594 of 4165 2.b Emission Point'sfl I[m eni�ssion Ipoin't corre-sporidsto the flare, which is described under Section II I f the A I C permit appUcation, 2.c Material FntefinglLeaving Fquipment The rnatoriW ent&Ing and IUeaving the gas Wowers WH Id e I J11:::::'G, which liis genera[ly comprised of approximat6ly 30 to 55 p&me,nt nie-thane, 30 to 40 peircent carbon dioxide, 5 �to 1 Il rcent nitii,,ogen, 0 to 5 percent oxygen, and 5 to 1,200 1p rt Iper irn ilfion Iby voUme (ppmv) II 2.d Eneigy Consumption- 5.6 III W/h r,, 2.e Operation F requency. Continuous 1 he flare will be eqWpped with a purge dir blower for the purpose of ptxrgilng theflare. cylinder prio�rllo stwrtup. Rea se see the shop drawings enciosed herein (Aftact'vinent I) 'for iflustrations of the Ipurge aimr Wower for the flare 1:::Ier the A I 1perirnrmiiit app[lication iteqt.Are mom ents, Ithe f6flowing addftlonW information is providedfor the purge a�r Nower: 2.a Inlet and Outlet Temperatures- The inlet and outletternperatures,for the �purge air Ilblllowe.ir wfll Ibe equdl �to aml)ient te.mperatures at thefinie the blower is in operation, 2.b E.':MhSSi017 POkItS I 1he ernissllon point correspm,ids tothe 'to p of the flai"e, WNdh is described under Sectiori W ofthe A i C permit appfication. 2 c Matevial EntefinglLeaving Equipment.- The mate dWl entering and leaving the 1purge air blower WIN be ambient a ir. 2 d Fneipy Consumption- 0.6 KW/hr. 2,.e Opf..:.watidn Requericy: Intermittent .RQ.m..a.i.n. i.D9 ....................................................... Fhe rernaining corir-iiponents associated with the I 1:::::G collection and contrd� syst&m do not indude eqUipment that quakfy Linder tKis section I Ihese components incWdel- I F::::G extracfion weft;� I F::G conveyance. Ill 1ping; gas-liquid separatorfair removal of rim oisture frorn the III.....FG stir earn Ipriior to entering thm Ilbllowers (packaged skid assembty)'� and system controi pariO (packaged skd assemlbh ly). A TC Supplemental Infonnation 2 Page 2595 of 4165 SEc noiN V111 IIII HI,,,.L rioly coiwriRoi (ABATEIVIE1141"' I F II Tla 1,a Tyne of Control Devjce. ....IIIot mll incl vertical ground 'flare., 1,1 rnt Make and Moded. lf;;;;;urm . F- Flare rnanufactured by John Zink Company IIC,,,,1,,,,, 1,C Not AppIlIicable 1 A Type of Mate.fiat to be Controlled: IC,,,, ' `T�pe of Collection Device for Coritrolled Matefial: IC,,,,F ,,, traction weHs and conveyance �pin . I J Cat t tt rn t r wtrn ° See Design Plan (1p re.viouslya brnlYtt ) and enclosed shop draWngs (Attachirnent 1 for detdlls oftherntr IY device„ Schematic. f Air Pollution C017trol quip ent® See enclosed shop drawirigs tt lhunent , 2.b inlet and Outlet Concentrations- TIh Iinl t irn ntir ton oftM ii IlI 1:::::'G are eafirnated 'to be foH II Ipr 6iur t w 30 to 55 l ur nll urn tlh urn " 30 to 40 percent carbon dioxide 5 t percent in1tur n; Oto 5 percent oxygen;, and 50to 1,200 I IMF , The tlll It concentrations and/or d ,strm„u do rm effidency of the flare are. Il. f ^d t be as foHows: ur H Destruc,fion E M u urn W 98 p&i-cent eu 111-mt 2,.c Control Efficiency:n ntr � efficiency wEll Ibe determined througli iu� rce tesfing. Per 17CC1R, ) ( „ source t rn mlYlll Ib ll nufl'o 111 performed our n nnuW d sm , I,,,,,la „ � u iu, if tlh t'l it m ru 'i ur° l uf'�uin umrml� ICI'u m°mafter three consewfive. source tests" the annual source test frequency W!Ell Ibe extended to every thme years. 2.d Not AppficaWe , � Consumption- � ,,,�� � III ,,, w coin r d t th IN w r m Components requiring nei u ,,,.rnr°° rn Nrn� u�nr �nm�muru��„tl'Ynurm t' ur fll�ru tMi, r lii i� �lii i�dll (startup n[ , ui° air I blower urt t m�,) i6l , actuated intr � rp rndude � ignitor detection systeim, andtheirrnocouplles. at t°nt of Outlet Above Ground t,,,,amrat: 30 feat Page 2596 of 4165 2.g Size and Shape of Outlet ,,,,,toot iround ZJh Flow Rate, of ExhaUst Gases, 3,400 stan(Jard cubic feet Iper MiuM.Ite (assurnes an operating temperature of 1,6000F) 2J� Outlet Temperature.- 1,400'F::"to 1,80001:::::' Zj Estimated Quantities of Polkita/7ts Finitted: 1 he fdHowing Iprovides a surnmary of the estirnated quantities of poHutantsto be emitted by thefiaui-e., a than Eim issionsw 1 to 5.9 pounds per hour (Ibs/hr) 0 INMOCs IErn issions 0,01 to 0.04, llbsftir 0 S02 I:::"::':,missionsI, 0.02 to 0.06 �bsft-ir 0 IYOX Em��ssion&:: 0 05 ,to 0 37 ft/lhr 0 co 01,1&: 0.17 to 12 ��bs/hr 2A Copies of Calculations., See Attachment 2 for eirMssions ca�cdlations S :.1 IM I 11011Y IIIx RIER101DI IN rIIENANQIE IIRFR.001EDURES The I F::`G coIll ectiour'i and contn-,ol system MH The rnonitored and irraintWned as ouflined in 111fie Design Plan (Iprevious1ly submitted). Upour'i initldl1 startup, the sysitern WH irmmonitored on a weeWy basis, then tra ins itiontrim at Ileas,t monithiy once. the w6lifiek,.1 cour'icentirations have staWHzed Duririg these weekly/mont!"fly monitoring events, the vadous systern cornponerits (Le,, weN heads, conveyance �pip�l�ng, packaged skid assernbiy, and flare.)M11 �be inspected to Identify, ariy maintenance and repairsthat urniliight IIbe necessary to ensure opfinial operating conditions In addition, afl� equipment assodlated Wth 'the packaged skid asseimbly andflare (Le., gas Nowe�rs, gas liquid selparator, fia�me arresto�r, etc.) wifl be maintained and serVmcednormaccordance with the nianufacturer's recornuniendafions F:::Indfly, the flare wili Ike source tested in accordance with the fregii..jency stlii;pul t liiin 17CGi:::Z, §95464(b)(4)(A) 'to ve.urffy ongoing corqpHance with apjpIlicd III e ernission standards,, A TC Supplemental Information 4 Page 2597 of 4165 .................. A'ii rAGII CIMEim,r iiii Sl-,1011� [ IRAWINGS Page 2598 of 4165 K1r JOHN ZllUK ffi"° LL CJ P.O. Box 21226 11926 IEast Apache lf;l°inoona: (916)2 4-1800 Talle : 497414 rulsa, f /4121-U 229 "'f uu lls , 74116 Fax. (916)2 4.2700 I°'r r: 4630098 UUy of U„Wafn Date 9/4/2615 411 West Glay Street Uk4h, CA PD, IN umber: 43704,,,66 95462 USA ffemnflion Mai Mairy Horgar S.G. Number: 9161045 JZ Project IMgr: IlIngrid Mc oy To Wfiom It MayConcern: Issued 16y: I ngirod I oKoy e afire airncUosliirng the foUUo Iing: Pll,,,,JI::::;; ' No'„r6: „U,,,,o IPirevaunU Il ossliblle sollne uufing oomnfflcts, lf;;;l 11 allll: 1 Each refu,u i n aplpronrai dirawilings to the addiress IlksUed Ibellow by: oguea: N/A Each DRAWiNG INUII II:: I IP CODE REV DESGIPIIIP"riaq 91(31645� 91s1 CAR 1 Encllosed ZTQF IFlaire D116 'u, lllll!!!iiIII UR14 APPll0Vll:..:.,]D Customer Appirovai IIIIP Uunfoiru° aUioun Orfly CAB Certified as 1:31 llillf' F' ufside IFMaU J i°°UIN ZINIK COMP-ANY CAR Custorneir ApprovaI I eve sed GFROutside ICE i nall IC eAsed If°11. , 1BOX 21226 fi= Customeo FlnaU l:::lFRE FliralHimliunary "'U'°"UU SAI OK"74121-1229 ,IFIR Customer Fi nall Revised emn oir Il:)ra iiirngs PUease ackino Madge receipt of tine above Hsted Uterus by sIigirnliirng and reU riruling the dupficate of allll sheets of Ullnlis Urairnsimiffall to the sender aU flfm address sho irn above, P�ived I113y( ligrnafu ire): Company airm f')afe: ilage 1 of 1 Page 2599 of 4165 ................. ........................................................... ..................................................... .................. ................ /f 1 ,n f/ qry P&,,..,��x�0M®� a .L�# %JY 1:3, . I ox 21220 11920 1 asf Apache Phone: (916) 234,,,,1800 relle . 497414, rullaa„ OK 4-121,,,1220 rwsa, OK 74116 Fa p (916)234.,.2" 00 I°r„p,,,'; 4630098 City of' 4,,,illdat°� /2712015 411 West Glay Street Ukiah, CA P, . INkfllllber. 4-3704 00 95482 USA Afiernflioirn: Il ar i°°forger S.O. 1Nuirrnlber, 9161045 JZ Project Il gr° lingirlld Moll oy III'"o' IF°norm It May Concern", Inued II y, irnghld Il of oy e aira~m ei ndoain,g time if'oillo ing: PLEASE II4C "'rE. "I o Ipireveun'f possible aohe u,ulllirng cornfiliofe„ 1: Mai[. 1 E..:.aolh return ap.unprc.,u ai drawingstothe address Hsted imnello r by: C,:opie . INI'!A Il.::.::aollmn Au,, wmnnnnnnnnnnnn nnnnnnnnnnnnnnnnn'"nnni"mnwiiwwuu o w ni i;"�I[RA PNG NU C�C�p;;ini;;;;;; p,,i:-:,,', ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 9161045 150a1 CA 0 1:::�rocess Bnsfirurrne t Diagram 9'161045 01a1 CA 0 Einollose5 z°'r0F F::flare 9161045 606a1 CA 0 lolifure Seperafor 916'1045.,. 04a1 CAA 0 l llo eii,,,Skid Aeaenri°nbp'y 9161045 400a1 CA 0 PIFR-101 IFlanr,�ll Rack AssernlUy 9'161045,,,400a2 CA 0 f:-Ianei II)etaill (I,,,Np,,,,-.101) 9161045 401a1 C;"A 0 I:::INII,,,, 101 liu-luig If;;Nagrarrn 9161045 401s2 Ceti 0 RNp,,,,-101 WVIring I['.)ia,grarnn 9161045-402a1 CA 0 PF INIp,,,,, 101 WlIrling IC7liagrarn 9161045,,,403sl CA 0 1:3NI,,,.,,,101 Wiring i;Nagram 9161045 404a1 CAA 0 l:::INL..-•101 °iiriiu,°ug [)iagrarnn 9161045.•405a1 (,A 0 I:°)mill,,,,; 101 priu°ng ID: agirau°nn 9161045 406a1 CA 0 I°Iqm,,,. °101 " liriii ng Diagrarnn 9161045-407sl CAA 0 RINII.,, 101 Wiring fw)liagiraim 9161045 901a'1 CAA 0 Anchor I1:361f I ei,q,.)llafe 9161045,SSOO prig, 01 CA 0 Spec Sheet 9161045�S �01 pg. 01 CAA 0 Spec Slheef 9161045- w01 pg. 02 CAA 0 Spec Sheet 9161045-SS01 pig, 06 CA 0 Spec dl"nee't 9161045 S 01 pg. 04 CAA 0 Spec&f'neef 9161045,,, S01 pig, 05 CAA 0 Spec Sheet 9161045 SSOI pig. 06 CA 0 Spec SII°nee'f 9161045 SS01 pig, 07 CAA 0 Spec Sheet m ..... ............. IRIli,,,,°'IIrUII IN AIPII13110" II 'JII CAA Customer ApIpro ap I IF' ' lirnforrnnation C, dy PIRIIIN lIrs 1 0: CAB-Cerbfied as E;ulift GI::'m' Outside IFmurnall JOi N ZINK CONF)ANY AR Cmuai:ornner Alplpro ap IF (-., iaenl 01:::J.:R Outside IFirnall Revised f".0. BOX 21220 C; i° Customer F:iunall F,��„��;;;; 1:::Iu eiliurrnliuriauy "'ll'"'W„III.,,,.�A„ COIF "i�4121 1220 GI::::°P ,Cu stor ner IF:::Tnai Revised IIEN ,,, Vendor E)ra irng ° Ileaae aa,niku°no edge rf.:..o'eip t of the above Iliefe items pinny r.nligu°nirng and ref�urrirng phe.... u�plIIc3 e of��ill Ilrec-,nia of fJhi trarneurniifp�al to,the En-,�u� er of fll�ne addmm shown above. ......................... ������������������������� feu elio If::y ( ligu°naiu,uu°e : C�ou°npanny iau°nne: iate. m w ........................................................................... Page 1 of 9 Page 2600 of 4165 1:3.0, l3ox 21220 11920 IE,,,,.ast Apache p:3lhoirne, (915)204""'1600 Telex 497414 TuU a, Opp 74121,,,,1220 .1iA as OK "74116 Fax (916) 264...2700 l„' ° 4630098 Oli1y o'f Ukiah IE)ate„ 7/27/2015 411 West 011ay Street Ukiah, CA I„�„O, INur nber; 43704"'00 95462 USA. Attention,,, IMary III°°Ilorgeir S.0, Nuir rilt:oer: 9161045 JZ I13roject Il grl- ln°ngu°ii IMc o'y To Whom it May Concern" Issued If;,jy: I'n°ngump5 II oN oy e acre eiilcUoaUirng all°ne foUllo iiu°ng: l alit, 1 f;tiach Oopliea: N/A Each DFLAMING NU MRl:.;..:.FR CODE EU;pESOIE: UP"'mO 9161045.... S01 pig, 06 CA 0 Spec Sheet 161045,,,,SS02 pg 01 CA 0 Spec Sheet 916104'5,,,, S00 Il3g, 01 CA 0 Spec Sheet 9161045"'S604 pg. 01 CA 0 Spec Sheet 9161045"'SS04 Il ga 02 CA 0 Spec Sheet 9161045S 05I pg. 01 CA 0 Spec Sheet 9,161045-SS05 Ipg. 02 CA 0 Spec Sheet 9161045-SS05 pg, 05 CA 0 Spec SU eet 9161045,,,, 05 Ipg. 04 CA 0 Sipec II°reef 9161045"" 06 pg.. 01 CA 0 SiDec Sheet 9161045 SS07 pig, 01 CA 0 Spec Sheet 9161045- 07 Ipg, 02 CA 0 Spec Sheet 9161045-SS08 pg.. 01 CA 0 Spec heel 9161045"'SS09 pig. 01 CA 0 pjpeo Sheet 9161045- S09 pig, 02 CA 0 Spec Sheet 9161045""SS10 pig. 01 CA 0 Spec Sheet 9161045"" 11 pg.. 01 CA 0 Spec Sheet 9161045-S 12 pg.. 01 CA 0 Spec Sheet 9161045 SS12 pg.. 02 CA 0 SIp„neo II°reef 9161045� 1; pg� 01 CA 0 Spec Sheet 9161045""SS14 pg� 01 CA 0 Spec Sheet 9161045"'S15 pg. 01 CA 0 Sipec Sheet 9161045"'SS16 pg. 01 CA 0 Spec Sheet .......... ,1H..." a IE;JII!;:::°-l'UI�UIR14 UI�II RO IIE O -Customer Approval UINIEF::: - Ilinformabon Orally PRINTS"'III'"Ou O IE: Certified as p;;;�uliU1 Olf::m "' Oufsi e IFln�aU JOIHN LINK O011 i IE°� N CAR "' Ouatorn°neir Approval Revised ise OII:wIP ' Outside Final IE:le Use F:1.0, I1:3O 21220 OII:::° ""Cu.uafomeu° U::::pn1a1 PU::l::::: Freliiminary "'1"UDIIE,,,SA, 0K 74121"'1220 OII:::II: Oau Nrorrier IE:::Uirnap U::levU •' II::..:.N -Vendor I[>ra iir,ga Plleaae aokno pe ge reoelipt of the above pliafed items by signing and returning 111°ne 5iulpUUoafe of all sheets of fll°nlia franeurr"Aliffall to the sender of the addireaa a1mwin above. eM'iiv e d By (&girnafuire), Ooir�lpaury Nav e° f Date, Page 2 oNp'5 Page 2601 of 4165 Fl.0, I[;ox 21220 11920 East Apache Phone,- (916) 2 4,.1800 belle - 497414 upsa„ GK 74121....1220 U°'upsa, OK 74116 F::ax: (916)2 4_.2700 I„r„r^ 4630098 C fty of Ukiap°n Date: 7/27/2015 411 es'f Glay Sfireef Ukiah, CA P.0. NUnrrnbeir 43704...00 95482, US ffen°nfuom IMary II°„ioirge^r S.0. IINUITIl er° 9161045 JZ Project If gnm: lingirid l op oy ro mmim pf May Con°ioeumn"m: ps&..Ae I[;U Ingirid l oil o' We are eaollospu°ng fp°me follllo wu ng° lafp; 1 f,;,°,aoll°m Copue& M/ II!;;;paoll n 1::AR, ' II NG II' f,Y ll ll:ll:El:: ;C; DC 1:mm I::RJI:::::I p::lESGl:: ll�°Y-T'p ON .......................................................................,,,,,,,......................... g161045 SS"17' Il3g. 01 CAA 0 Spec Sheef 9161045,,,,SS16 pig, 01 CAA 0 Spec Sheet 9161045,,,,S 19 pig° 01 CA 0 Spec Sheet 6161045,,,,SS19 pig. 02 CAA 0 Sip. c Slheef 9161045•-SS19 pg. 06 CAA 0 Spec Slhneef 9161045-SS2CD pang, 01 CA 0 Spec Sheet 9161045-SS21 lig, 01 CAA 0 Spec Sheet 916'1045 SS22 pg. 01 CAA 0 Spec Sheet . T ... IpwIIC f� ,,, PIIICN6111 IuCODES: ' sfoumneum AppirovN IIIIIF Information Ody IpIII: IIIII "'llrs"'rm CAB Ceirtified as I130ff II::::: -Ou tsp e F:lnnall 01 N,ZpII II^C COMFIANY R Custarnen°App irovall Ill:Re use OF-IR C u tsli e Mnap Revised p'E0. 130X 21220 Customer nnaall Il::4fl[;;;; If:°roppnmliu na „ "ICf°U lh_S „ 0 K 74121°1220 Cl::::]::l Customer Ih::°liirnal If:Z(.-%Mse II:::IUq eirndor ira pngs 3: ease aoknoWe ge ireoeiipf of fp°me atmve Heated iteirn«ns Icy sligrnlirng aind iretur'rnlin°ng tplme duplicate of all sheets of tKis frai nsn°rnliffall to fll°ne sender at the address shown above. Pecdve Ifs ��ii i nafamu°e 17,h an Il nmrme. f;; afo, Page 4 of 5 Page 2602 of 4165 JOHN ZINK Project Spec Sheet List JOHN Z111K COMPANY LLC Project# 9161045 Project Site CITY OF UKIAH LANDFILL Description 4'X 0'ENCLOSED ZTOF FLARE SYSTEM— Customer CITY OF UKIAH Location UKIAH,CALIFORNIA Cust.PO# 43704-00 Spec Page Of Revision Description Spec Name 1 8 0 PNL-101 FILAIRII:..:.,coN rRoI PAINEII 1 2 8 0 PNL-101 FLARE CONTROL PANEL 1 3 a 0 PNL-1 01 FLARE CONTROL PANEL 1 4 8 0 PNL-1 01 FLARE CONTROL PANEL 1 5 8 0 PNL-1 01,BE-203 FLAME DETECTION SYSTEM 1 6 8 0 PNL-1 01 RECEIVER INSTRUMENTS 1 7 8 0 PNL-1 01 RECEIVER INSTRUMENTS 1 8 8 0 PNL-101 AUTOMATIC TELEPHONE DIALER 2 1 1 0 PNL-1 02 DISCONNECT PANEL 3 1 1 0 PNL-103 IGNITION TRANSFORMER 4 1 2 0 PR-101 PANEL RACK 4 2 2 0 VFD-1 03,VFD-1 04 PANEL RACK 5 1 4 0 PCV-302 PRESSURE CONTROL VALVES&REGULATORS 5 2 4 0 SV-303 SOLENOID VALVES 5 3 4 0 HV-304 MANUAL BALL VALVE 5 4 4 0 PI-305 PRESSURE GAGES 6 1 1 0 TGV-202A ACTUATED CONTROL DAMPER 7 1 2 0 TE-201,TE-202A,TE-20213,TE-202C THERMOCOUPLES&THERMOWELLS 7 2 2 0 TE-1 03A,TE-1 03B,TE-1 04A,TE-1 04B THERMOCOUPLES&THERMOWELLS 8 1 1 0 PDSL-204 PRESSURES ITC S 9 1 2 0 BLA 03,BLA 04 GAS BLOWER 9 2 2 0 BL-204 PURGE AIR SLOWER 10 1 1 0 DV-103A, DV-104A,HV-107B MANUAL BALL VALVE 11 1 1 0 HV-1 038,HV-1 04B MANUALLY OPERATED BUTTERFLY VALVE 12 1 2 0 EJ-1 03A, EJ-1 03B, EJ-1 04A, EJ-1 04B EXPANSION JOINT 12 2 2 0 EJ-1 07 EXPANSION JOINT 13 1 1 0 CV-1 03,CV-1 04 CHECK VALVES 14 1 1 0 VT-103A,VT-104A VIBRATION TRANSMITTER is 1 1 0 MOV-1 02,ZSC-1 02,ZSO-1 02 ACTUATED BUTTERFLY VALVE 16 1 1 0 FA-1 07 FLASH-BACK ARRESTOR 17 1 1 0 FE-107, FT-107 MASS FLOW METER 18 1 1 0 LGA 01 GAGE GLASSES AND COCKS 19 1 3 0 PDI-1 01 PRESSURE GAGES 19 2 3 0 PDI-1 07 PRESSURE GAGES 19 3 3 0 PI-1 07 PRESSURE GAGES 20 1 1 0 TI-102,TI-106 BIMETAL THERMOMETERS 21 1 1 0 LSHH-101 LEVEL SWITCHES 22 1 1 0 PIT-1 00 DIFFERENTIAL PRESSURE INSTRUMENTS 7/27/2015 10:05:46 AM Confidential and Proprietary Property of John Zink Company Page 1 Page 2603 of 4165 JZ SPECIFICATION SHEET 7-qpec F If JOHN ZINK 97 JDFN 21*GOVRANY LLC FLARE CONTROL PANEL Page No, of 8 —--i— FOR=-AR7S7 1 16INS .T9-f-BT2-3-4--275 PNL401 Project Name: 4'X 30'ENCLOSED ZTOF FLARE SYSTE, Customer[Name: C17YOFUJi Project Site: CITY OF Wili LANDFILL LCustomer P.O.: 43704-00 MIM in 1171 i. Item No. Qty Tag Number(s) Description iz Part No. CE-101 HOFFMAN#C-SD483616 ENCLOSURE, NEMA 4 1120179 2 (48"H X 36"W X 16"D) 3 9 ----- HOFFMAN#0MFK MOUNTING Kii r 0303601 4 I ----- HOFFMAN#C-P4836 SUBPANEL 1099131 5 HOFFMAN#AWDI-4241,6N4 WINDOW KIT, HINGED,NEMA 4 1182177 6 (16"H x 24"W) —---------------- -------- 7 1 1111 Nl I HOFFMAN#DA112001A HEATER,200 W 0300056 8 1 GFk' LIEVI"i#7599.11 FlEQI..:.P"i GFCI, 15 A WlI l 11.1 0401112 ------------ 9 #80401-1 COVS::l AND APRI E I"ON#4 G S I f2 BOX 10 11 1 UPS-1 POWERWARE#51PI DOOR UNIIINTE::IIIL.1P"'I1"1111:.�l i SW:."PLY, I-154547 12 120 V 13 I ----- HOFFMAN#A36P24 SUBI::i (SWING PAINIEll 0301564 14 IOFFMAN#A..INAI::)FK IMOUNTIIING IKIT,SWING 1::i t 143947 15 16 ........... 17 18 --—--------- 19 20 21 22 23 24 2,5 Notew ALL ITEMS REQUIRE UL LABEL PANEL MOUNT fibiii InAbb RevAdviinfilewrodm Daft Nano -------I------------- Prepared 08/29/2014 ROLFJ A Checked 07/24/2015 MCKOYI proved —77/24/2015 IZKOYl 77 Quote I Copies of Vendor- Attached: ❑ Yes I Literature Req'd: 1 J296.09 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:37 by OWARTNEM Page 2604 of 4165 JOHM ZlMK JZ SPECUqCA7lON SHEET =SpecRev 717_0 J31-114 ZVY C0VIA LLC FLARE CONTROL PANEL Page No,, of 8 PNL-101 Project jj_61W5 Project Name: 4'X 3WENCLOSED ZTOF FLME SYS Customer Name: CJ770FUJaAh ProjectSite: CITY OF WaAHLANDF&L Customer P.O.: 43704-00 ' 70mm mm7w0m 1707mm Item No. Qty Tag Number(s) Description iz Part No, CUTLER HAMME R#1025o n8INC12N PILOT LIGHT. 0029577 2 TYPE, INEIMA 4X, 120 V,WHITE LENS ---------------------- 3 1 L-2 culll..11i.�.IR IHAIMMEr.i:#,10250"1""8,1qC8N PILOT LIGHT, 0029575 4 TRAiqSF-'OlI`llMlErA l'YlI'.)E, llqlEIMA 4X, 120 V,GREEN LENS 5 1 11 3 CUTLER HAMMER#10250T18INC7N PILOT LIGHT, 0029574 6 TRANSFORMERTYI:""E, 110.IIIEMA 4X, = V, RE[)I ENS 7 ------------------- 9 ——-------- ----------—------- 10 -—------------------------ 11 12 1 S-1 CUTLIE111 ILIIAIVGME111#10250 r201KlB SEII IEC OR SWITCH,TWO 0029572 13 POSI110N, NEMA 4X, 1-NY0 AND 14CC CONTACTS ———------—------------ 14 15 16 ------------------------------------------ 17 18 —----------------------------------—---------------------. ..................................... .............. 19 ---------- -------------—------ 20 21 22 23 24 1- 25 Notes: ALL ITEMS REQUIRE UL LABEL PANEL MOUNT R&Wsbn Data Ingkin RevWw DewWw Date None --- — Prepared -----06/03/2015 MCKOYI Checked 07/24/2015 MCKOYI Approved 07/24/201 5 MCKOYI Quote Copies of Vendor Attached: El Yes Literature Req'd: 1 W........WN-77777 . JZ96.09 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:37 by GWARTNEM Page 2605 of 4165 if JOHN ZINK JZ SPECIRCATI10N SHEET SPOCE7 R JDFN ZI,%COVPANY LLC FLARE CONTROL PANEL =Page Noo, of 8 project FO R-JZ-PARrS7-F9l-8W4--M 1 PNL-101 Project 9161045 Project Name: 4'X 30'ENCLOSED ZTOF FLARE SYS Customer Name: CITY OFUJaAn Project Site: CITY OF UlaAH LANDFILL Customer P.O.: 43704-00 011011111112MEM ffm�= Item No, City Tag Number(s) l3escrilptioln iz Part No. 1 1 PI.C.-I ALLEN BRADLEY#1 762-1-40AWAR PR0Gr.:..,SS0rR, MICROLOGIX 140719� 2 WITH DUAL RS-232 PORTS 3 2 PLC-1 ALLEN BRADLEY#1 762-IT4 INPUT MODULE,THERMOCOUPLE i"12 71113 4 2 PLC-1 ALLEN BRADLEY#1 762-IF2OF2 INPUT AND OUTPUT MODULE 1127117 5 ANALOG 6 7 .................................................................................... . ................... 9 1 01111:1.1 AUTOMATION DIRECT#EA7-S6M TOUCHSCREEN,NEMA 4. 182022 10 CAPABLE OF MEMORY MODULE EXPANSION 11 1 ----- AUTOMATION DIRECT#EA-MLOGIX-CBL CABLE 1128532 12 1 PS-1 IDEC#PS5R-E24 POWER SUPPLY, 24 V DC, 100 Al, 1078418 13 120 V, 60 HZ 14 1 COM-1 ALLEN BRADLEY#1 7W-NET,ENI COMMUNICATION MODULE, ET1,2112476 15 ETHERNET 16 17 ------------------------------ ---------- ................................ .................................. .................... 18 ......................................... . ........................................................ 19 20 21 22 23 24 25 Notes: ALL ITEMS REQUIRE UL LABEL PANEL MOUNT 010MENSIMEMERM SMENIMENEEM ov&m Dab InAbb fievWw Desa*dan Dab Nano, 06/03/2015 MCKOYI 'Checked —77/24/2015 MCKOY1 -� Approved ---07/24/2 CKOYI 01 5 --- lQuote Copies of Vendor Attached:D Yes I Literature Req'd: 1 JZ98.D9 adopted from ISA-20-1975 Printed on:D7-27-2015 at 10:01:37 by GWARTNEM Page 2606 of 4165 JOHN ZINK JZ SPECIFiCA 77ON SHEET =Sp�cRev 1 0 JOF44 MAK MYRAW LL.0 FLARE CONTROL PANEL Page No, 4of 8 FGR_JZ_P_AM-ST. 9lW34-_2751 PNL-101 6 , roject 9161045 Project Name: VX 30'ENCLOSED ZTOF FLARE SYS Customer blame: CITYOFUJGM RE Sy T S E ous'orner Name' C'TYOF f.4o lf 8 UlaAH 16 OW] Project Site: CiTY OF WaAH LANDFiLL Customer P.O.: 43704-00 s crip 0 Item No. Qty Tag Number(s) Description iz Part No. 1 100 ENTRELEC#M4/6 TERMINAL(PIN 115 116.07) 0020514 _r' 2 10 ----- ENTRELEC#FEM6 END SECTION(PIN 118368A6) 0020515 3 10 ----- ENTRELEC#BAM END STOP(NN 103 002.26) 0036813 4 1 ---- ENTRELEC#PR4 RAIL, DIN-3 MOUNT(P/N 101 598.26) 1012629 5 1 '1006764 I ENTRELEC BLANK MARKING TAG (PIN 233 100,01) 6 4 ----- ENTRELEC#BJM6 JUMPER, 10 POINT(P/N 168 973,07) 1019660 7 3 ----- ENI"RIE ll:..:.!G#Ml 0/10 TERMINAL (P/N 115120,1 7I 1041301 —— —T--- F-------------------8 10 EN FREI...EC#MTC6 TERMINAL(P/IN I'15 20622) 1070213 9 10 I CB-4 SQq•ARE D#60131 CIRCUIT BREAKER,25 A, ONE POI E 1181308 11 2 CB,-2,,Il SQUARE D#60110 CIRCUIT i:.1REAKEIR, 10 A,ONE 1101 1E 1140427 12 1 CBS SQUARE D#60106 cui:n.irr BREAKER,5 A,OINIE I::10U1 140428 13 2 CB-22,99 SQUARE D#MG24428 CIRCUIT BRI:�AKER,4 A,24 V DC 1"187122 14 15 1 MS-204 SQUN:4E D#LCI Dl 2G7 MOTOR STARTER FOR 3/41 0P 1191576 16 120 V,60 HZ MOTOR, 120 V COIL ------- —--------D -----------17 1 ----- SQUARE #1 R- D21 OVER11 OAD RIELAY, 12 TO 18 A 1003613 —— ----------------—--------------------------- .. ............................................................................................................ 18 ADJUSTABLE RANGE 19 20 4 CR_ )DEC#RR3B-ULCACI 20V RELAY,3 PDT WITH IIINIiDICATIING 040 1314, R2 87 88 RQ 21 LIGHT AND PUSH-TO-TEST BUTTON 22 4 IDEC#SR3B-05 SOCKET 0030'770303 23 1 ----- PHOENIX#PT-2PE/S-1 20 AC-ST SURGE PI:'-10'1"ECIIOIN 11831"1 1 24 11 PHOENIX#PT/FM BASE 1183119 25 Notes: ALL ITEMS REQUIRE UL LABEL PANEL MOUNT PEEMMEENEW MEN= Rewfabn Dab inftls R&VWw D=*Uw onto Aknw Prepared 06/0312015 �CKOYI CheckI cked 07/24/2015 MCK 'I Approved 07/24/2015 MCKOYI Quote copies of r Attached- IdEo 1 JZ96.09 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:37 by GWARTNEM Page 2607 of 4165 JOHN ZINK JZ SPECIFICATION SHEET Spec Rev J0FN ZPX CO'BRINY LLC FUME DETECTION SYSTEM Page No, of 8 FURUZ-1-�.' 9�8234FV51 PNL-101,BE-M3 Projed ,Project Name: 4'X 30'ENCLOSED ZTOF FLARE SYSMA(_ Customer Name: CITY OF UJUAN Pro'ectSite: CITY OF UWAH LANDFILL Customer P.O.: 43704-00 1 Manufacturer IRIS SYSTEMS JZ Part No. 2 Model No. S706-PF 1,090686 3 Quantity l F 4 Type Uftira-McIet L A 5 SEII JF%-01 I1I..:.CKflNG M E 6 Power Requirement 24 V IX", a 7 Cable 20" LEAD C A 8 Mounting Connection 1/2" NPT IFIFIOCIEISS AND CONDUIT N N 9 Tag Number(s) BE-203 10 11 —— —--------------............ 12 13 Mount SHIP LOOSE FOR I::::IIEL,D INSTAII LA"IF11ON 14 Manufacturer IIRIS SYSTI:."Ims 15 Model NO. 700DC 1187355 16 Quantity 1 17 Description SINGLE Cl IIAINNEL., FAflL.-,SAF:::E,, PROGRAMMABLE,_ F 18 DIG11"I'Al DSIP11 T AY, 11 INDICATION L A 19 M — E 20 Power Requirement 24 V IDC R 21 Amplifier iIN I-EGRAI E L 22 Wiring Base A y 23 F.F.R.T. 3 SEC 24 ------------------------— ........... 25 26 Tag No.(s) BS.203 271 Mount PAIMII.�:L 28 Noft. Ravision 0 Inftis ftewwhaim Data Abm Prepared O A 6/:03/2015 MCKOYI Checked 1 07/24/2015 MCKOYI A Approved 07/24/2015 1�CKOYI� ....................-Ap-p-ro- — Quote Copies of Vendor Attached: Literature of V Co 6 C Yes=Litepriature R��Tr 1 JZ96.1 5 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:38 by GWARTNEM .................... Page 2608 of 4165 EU� fuAlNY lJi.0 RECFIVFR lAkSTRUMENTS Pageft" cf �* -10' q" Or Uc'i g' q rcUect Il�gaune. "E E Off° E S f.auatclrner INamrne, IT OF....... pert 1P.O.,��� Irc a mute: w Cutslloleu'yP e "I Service TEMPERATURE 25 input SliglrnaUs TYRE K THERMOCOUPLE ............ . ......... ... ..... 2 23 INo.of inputs 1 ...._.. ......... ........ ............ ..�.... ........ ......... ............. 3 IC"unctlon SWITCH a 27 Pcwelr to M q II tS ExternaI u� IF, ..IMoautliln ..�.....Case flogclr......... .........INTE I INTERNAL �lue 28 29 Burincluttr�Ir..-S ec.....INc. ........ ........ g UPSCALE ...... ......... u. 7 II:Erucgosuulre Clla»a General) Purpose; 31 ........ ......... ....— ..... __............................................ ........ .....................................__ ......... 3 IPower SuulEppgy V 6(7 I i 3 .......................................- ......... 9 Chalet 33 AWim SWflic es: 0tty F=oi m { .. ......... ......... ........ ..................................__ ......... 110 34 Rating 3 A t"q Chart IDii1ve 35 Function M'ns Var, ......... ..... .... '12 Scales P 30 Contact c�ueuruenlC Ci rr I Increase ........ tt. 13 _ 37 _.. .............- 14 IP.:::Pirop(Gdn),III 9J(Auto I DmDerjvdve(Rate),Sub!:s=Sjow,W:: t jig38 ........ s _............................... 15 Colotlroll Medea 39 ................................................................................................ ................__ ......... ............................................... m 16 Action 40 ..............................................................-- ......... ......... ........ ......... 119 17 Auto®IU n Switch 41 ....... ......... Di 18 Set F-loint Adj. 42 u. 19 IManual Reg. 43 Manufacturer OMRON u.E 20 Cutp ull' 44 Model INo. E 5C2-II•"t201K u .... ......... ....... 0 ....... ..........___.. ..... ........ ....... q R 45 Tag No. "f SIHOH 201 ................................... 22 a„• 46 Cuuandt,y 1 ........ ............. .... 23 47 (Mount 'FIAlNE 24 481 JZ Flairt No. E•t016484 11..............................gym II SO SU4:TLY OURION #P2CF-08 BASE JQ IN ZINKPART NUMBER.,IBER., 0034301 U IPA"'f"III°,U,° t ONE (1) IR[:..:.. UUP : [,,,.II,_ I"'IC:..:.U SIR 1:..:.i Q U U IR[:..:;; I II. I-ABEI.,.. Reviabn h ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Prepared 06103f'2015 MCKROYq ,,,,,,,,,,,, Checked O'712. 120"B 5 IMCKO�Yq ,,,,,,, Approved 070e 4/2.0°11 5 ll ,,,,,,,,,,,,, Cuuc'te Copies o't t6endcr Attached. V 1 Yes q,,,,gteratuare q.te�fld, q JZN6ro.3 aarraptedfuarmlla�..��y..���z rtRok ��ur::k"�.•�"- Q'k�ak 9rbGAfl:��l�uyak':a9V'�hVa"NOku:.l� Page 2609 of 4165 .H.11 Illy III1 1� 1 1 1�ANY II... EIVE INSTRUMENTS T ENS Page No, of ml PIr*ct...INairlrie.;;..., m.............. .W, ..,,.w, ,m........., �° ..........................., ., "............. °., Yg ��Iclr�er I�arrne, �'�.........mm .. ...... ........ .. mm,...,....................................................... ............... I71ro"ect Slte: 0W OF UWAH"NDR11 Cu.Rstclrrer If'1.0.: 7 - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��WWY IIIIII�� �' I Service FLOW AND TTMIDERAT)RE. 25 Input Signals 4.20 rnA ...... . ......... ......... 2 26 No.of lnputs 6 3 IFunctlicln Record a 27 Peer Ilclr m'rIRS Exctelrl and ur ..... ......---- ......... ........ ......... r 4 Case Ccllcr u:a ) 'rransrrrlitter Spec,Il o. . _ ........ .............................................---..... ......... E 5 Mounting Flush m 29 u A 6 30 u ......... .......... .................................................. 7 Il..lncllcsure Glass Weather Proof 31 ............................................................... ........ ......... .................................. .......... 5 I ower Supply 117 V 60 Hz 32 .. ......... __ ......... g Chart - S.... CTRONIC 33 AJlarrn Sw1tch9&: Qy I:::'0rm "B 0 34 Raring ...................................................... ............. 11 Chart Drive 35 l:::uncfliclrn ...... .... ... '12 Scales I:¢ 36 Contact �cn Ilmeasnurcnrent .. ........ 13 a 3°7 14 P::::Projp( aIin)p uIuuta rrmmu) rx=IaerIvR.Iuve(1r:1Va),snub:smiSiow,fmdFast u� 38 .........................................-- ---__............................................................................................................................_. 15 R Rol utrcll lodes 39 - ......... C 16 Actlicn 40 ax N 17 Auto-Man Switch 41 .................................................. ------.......................................................... ............................................................. rN 16 Set Point Adj. 42 0 _____ ..... .... ......... ......... u.. 10 Manual Reg. 43 ganuunfactuxrer YOIIGJCAWA uw E 20 Out uut 44 Model INc. 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Spec[R 70v 737 0 LC IGNITION TRANSFORMER Page N6s I of 1 J0F!W ZINK COWANY LLC project i1610W PNI.403 Project N am e: 4'X 30'ENCLOSED ZTOF FLARE S YS Customer Name: CITY OF U#UAN ro actSite: CITY OF UMAH LANDFiLL Customer P.O.: 43704-00 1 Manufacturer DONGAN 13 Manufacturer HOFFMAN 2 Model A06-SA6 14 Model Al 412NF 3 Tag No. GT-,, 15 Enclosure NEIMA 4 T 4 Primary 120 V,60 HZ 16 Dimensions 14"H X 12"'W X 6"'ID R E A 5 Secondary 6000 I N V 17 JZ Part No. ----- N - - S 6 JZ Part No. ----- L C 18 F 0 0 7 19 Sub-Panel Manufacturer HOFFMAN R M 8 R 20 Sub-Panel Model No A141FI12 E E 9 21 JZ Part No. ----- 10 22 11 23 1-2-1 24,Mo nt 11 11_11W 25 NoftS. JOHN ZINK PART NUMBER: 1200432 QUANTITY: ONE (1) ASSEMBLY REQUIRED ALL ITEMS REQUIRE UL LABEL PANEL MOUNT, THEN SHIP LOOSE FOR FIELD INSTALLATION 7i'4110,11W Oslo InMis Rovktntil"w"m Date Nano Prepared _76/03/2015 MCKOYI _Checked 07/24/2015 MCKOYI i�proved _77/24/2015 7cKOYI Quate Copies of Vendor Attached: D Yes 1Literature Req'd: 1 JZB6.1 8 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:38 by GWARTNEM Page 2613 of 4165 I OHN ZINK JZ SPECIRCATION SHEET =pecRev PANEL RACK Page No, lof 2 J3F !N Zl%,4(MVPANY LLC lFOFFJZTARTK(gT9PT4--M1 PR-101 Project 9161045 Project Name: 4'X 30'ENCLOSED ZTOF FLARE SYS Customer Name: CITY 0FUJaAH Project Site: CITY OF WaAH LANDF#LL Customer P.O.: 43704-00 Immonommom 11MME1111111111cm M%qlz�11 Item No. Qty Tag Number(s) Description iz Part No, 1 I I F-1 SQUARE D"ISS'l F TRANSFORMER,3 KVA 1155584 2 •80 l/Pu,'RIIAAR'e, 120 V SIECONII)ARY, SINGLE PHASE 3 4 5 6 7 .................................. 8 9 .................................................................................... ................................. 10 11 2- 25' ----- DEI CO#440 IGNITION W111RE,I U0 I VOII TAGE 0002167 12 31 400' ----- TI-IIERM0 SE1480IRS:#11:11PZ,1.3,16KX"'rI ilEIRIVIC)COUP11 F::i WIlF--lE:, 0403529 13 16 GAGE SHIELDED, I000TURE RESISTAIN r 14 15 16 —--------------- .............................—-- ------------- 17 -- ---- ................................. 18 ................................................... -------------------- 19 20 21 22 23 241 25 Notec ALL ITEMS REQUIRE UL LABEL RACK MOUNT SHIP LOOSE FOR FIELD INSTALLATION ..' munnummm --ow—m-Em l MEW--na--m-noweno"-a—mmoomm Relyhou"Date n&ab ROWWM DawWw 090 re are 06/03/2015 IVICKOYI Checked -77/24/2611 7CKOYI Approved 07/24/2015 MCKOYI Quote Copies of Vendor Attached: ❑ Yes Literature Req'd: =Z96.09 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:39 by GWARTNEM Page 2614 of 4165 If JOHN ZINK JZ SPECIFICATION SHEET 4 1 0 '0!A�! PANEL RACK Page No, 2 of 2; C JOHN ZNK COMPANY LLC_V51 -103, VFD-104 9161M -2 Projeci, 9161046 FO!R=AR-TrS�=-.--�(9T—f-8)Z34--2751 VFD Project Name: 4'X30'ENCLOSED ZTOF FLARE SYSTEM_ lCustomerName: CITYOFU#gAM Pry ect Site: sa w Customer P Item No. (sty Tag Numbers) Dts cr4lp3tt n ±tlJ Part Z N o. 2 VFD-103,104 VARIABLE FREQUENCY r�iV PANI�'jEACH CONSISTSOF 161045 2 A04 3 ----- SCHAFFER#E5242412W ENCLOSUFU:..:,NEllVA4 4 RATING WITH FANS, FILTERS, l-OLJVElF'iS,AND MOTOR 5 I-RE-:ATER PROVISIONS (24"H X 24"W X 12" D) 6 7 .1 CB-1 03, 104 EATON,#E(36302OFFG CIRCUIT BREAKER, 20 A,4.80 V 8 WITH EXTERNAL DISCONNECT R iANDLI:°":; 9 1 ----- FUJ I#FRN007G1 S4U I`jlEGA VARIABLE IFIREQUENCY DRIVE, ----- 10 7.5HP, 480 V WITH EXTERNAL DIGITAL DISPLAY 11 12 1 T-1 03,104 MICRON#B500BTZl 3RBF TRANSFORMER,500 VA,480V ----- 13 PRIMARY, 120 V SEC'ONDARY,SINGLE PHASE 14 2 F-103A,104A MERSEN#ATQR-3 FUSE, 3A 15 2 F-10313,104113 MERSEN#ATOR-8 FUSE, 8A ----- 16 17 R CITEL#DS43S-480V S URGli::l ARRIESTEIR ----- ......................... .................................................. ............................................................................ 18 1 DBK#FGC3116 20OW IUfl:::.ATER ----- 19 20 21 22L—fjLE 23 24 25 Notes: ALL ITEMS AND ENTIRE ASSMEBLY REQUIRE UL LABEL PANEL MOUNT, THEN RACK MOUNT MEMNEIREEMEM I Rewman D819 ln&,k RGVWM DMw"W Do& A%Nw Prepared 06/03/20,15 MCKOY1 -Checked —77/24/2015 -�CKOYI Approved 07/24/2015 MCKOYI Quote Copies of Vendor I Attached: D Yes Literature Req'd: 1 JZ96.09 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:011:39 by GWARTNEM Page 2615 of 4165 If J014,IN VIN11111C JZ SPECIFICATION SHEET spe9c 5 7-0— VPAANY P I,,, u e Huge II Na�w e FIT- PAR"rs73Ti 8]1 -4:.. 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Pro*t Sfte "ILL Customer P.O.: 4, 3704-00 MMEMI ... ............111111111111111111wmm 'I No. CVIOV-102 28 Manufachirer ................................................. P ................ N 2 Servuve LANDFILL GAS a 29 Model E ...................................... I.................................................................................. ...................... ................. .................................................­­...................................................... R3 I Me No.NessM No. 30 Slgnal Supplly Requirement A ........................- . .............. .......................................... .......................................................... 4 l ine Size/Sched.No. 4" u 31 Input Slgnal ............................................ 5 "Type of Body 13ody S�ze 11 WAFER 4" 0 32 Output SignM Type N ...........- ................... ...... ....................... ........... .................................... ................................................... E 6 Port Sire Va�ve Cv 4' R 33 Electdca�Rating ............ ........... P 7 Shaft Maim ieater 34 uw ... ....................................... ........................................ 8 Face�to Face Mrriensioin 3h 9 Regulator ................................... ........................... ............................................... 9 End Conn.and Raflng 4"150 L113 Gage Set 36 Gage ...................................... ............................... 10 Body CARIBION ST11:..i11::1 1.7 Mechanicall 1"ravel Stop 111 ,- — ..............:............................— 0 . ................................... ......................................................... ............................................ Disc 316 STA1NL11::::8S SI"EEII P 38 Instr, TuUng Req.flrernenfs ............................................................................................................ . ....... ............................................................................................ M 12 Sh0 17-4 R I STAH1 ESS STEM 39 ................ ........ .. .......................................................................................... ........................................................................................................................... A 13 BusKng T N 40 E 14 rdm Form S R 41 15 'rrlrn Seat P7::::E A 42 L 16 Seal 43 S ............ ............................................ ......................................................... ................................. 17 FlacMng 44 .......................................... ....................................... .............................................. ............................... '18 Semt i eakage CIassfficaHon 45 I:::Iuid 7"ype LANDF11H.J..GAS ........................................................................................... ... .................................................................... 119 46 Operating Temperature 11:1,ange 401'"0100 OF . ........................................................................ ................................... 20 Manufacturer RCS R 4 7 OperaVnIp Flow Rate RRnge 0 1`0 210 SCIRM ...............................11 ­... ............................. ................................................... ... ................................................. A 21 Mode� SURIE100-10 a 419 OperaHng F'ressure Range W"IH20 .................. C Mayhurn Shut Off A 11FIressuirs C 22 "Type(Pneumatic/l lectdcal) III....If::C I:TCAII... 49 . ............................................ ................................................................................ .................................. U 23 Mpiut Signal(Max/M n) 50 A .......... T 24 Act'tlon(SpHng Rellurn/Doublo) SM:TING 11RIETURN &11 Manufach.�rer WMA a ___ - ............................ .................................................................................. ............................................. .......................................................................... ....................................... R 25 Actuator/Vaive Odentallon 52 Model Number B511 0­02­602­111­00 .....................................................................- . ............................... ............................................................................................ .............................................. 26 Fa lucre Mode CLOSED 53 Mount SKID ............................................................................. ........................................................................ ... ....... 7 i RLA 7.......... 55 Notes. QUANTI ry., ONE (1) ASSEMBI Y REQUIRED ReWWOnDffft ln&bb Rev6*vqD"a"w 68fe Nam Pr(.-apared 06/04/2.0'15 IMCIKOY� Chocked o"7/2.4/im Tmvxoyi .......... I" Approved 0'712.4/2.015 IMCKOY� 796.02 adopted from KA-20 19 75 ftnted am 07-27-2015 at 1 rDIA21oyGWARTNEW Page 2632 of 4165 IfJOHN ZINK SPECIRCA77ON SHEET SR. 16 0 JOHN Zl.-'y COVRANY LLC FLASH-BACKARRESTOR Page No of I -F0RUZ-P`ART-9—.-MT82a4--2751 FA-107 Project 9161045 Project Name: 4'X 30'ENCLOSED ZTOF FLARE SYS Customer Name: CJTY0FUJaAH Project Site: CITY OF UKIAH LANDFILL Customer P.O.: 43704-0 1 Manufacturer ENARDO 34 Noftq. 2 Model No. E70804/D-AAF-1 3 3 Process Connections 125 LB FF TWO (2) 1/2" FN PT TAPS WITH PLUG 4 Body Material ALUMINUM REQUIRED, ONE ON EACH SIDE OF 5 Element Materla ALUMINUM— ELEMENT. 6 Drain Connection 112"NPT WITH PLUG 7 Body Configuration ECCENTRIC 8 9 10 11 12 Mpe—r. —7—per. Size Press. Temp. JZ 13 Qty Tag No. 1120 0 F Service Mount Part No. 1 1 l:::A 107 4" 101, 01'-) LANDFILL GAS FIELD '11271,19 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Rewftbn 0" lnff&Ae Reybilim Daw*ffw DOD Nepw -------- ------------ Prepared --06/04/207 'iZKOY1 Checked 07/24/2015 MCKOY1 Approved 07/24/2015 MCKOY1 Quote Copies of Vendor -Attached: El yes I I JZ96.16 adopted from ISA-20-1975 Printed on:07-27-2015 at 10:01:42 by GWARTNEM Page 2633 of 4165 [J40RIMIIII ,,,,, , ,,,,,,,,,,,,,,,,,,,,,,,,," ,,,,,,,,... 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P,o e t Name:: 'X30"llE � � 7;;°������� � E u toliI IIqam ,,,,,,,,,,,,,,,,,„•,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,...........................................................................I43704-00 � ��I"ran eu"t�»II'teC � �� �uuu�uuuuu� Customer a�nlrnrslr P.O.: w 000000uoir.�� 11 "Type Tubular 11 'i•ype ".Waight c 2 Conine tlion i"yIpe Tap�Bottom a 12 Connection Vessel 3/4"" NPT clml uecRlicura:a° Veunt II:Ur Drain ifs" � ��®nnecticn:gage Vent C}rein 1 re4 1 P4 4 MaterG ..... __._. x ... I,�i ..... __ _...... Iall 316 STAINLESS STEEL 110 14 ateriall 316 STAVII4II...IESS St"II;;EL r si 0 P' 15 Minimum Rating m5 psig at 150 0 IF � IIIilrnlimum Rating -•t3 m " g fu gat 1517 8 Options ns SHIELDED SIGHT GLASS c 16 Colrnstrua thorn ........................................................I. ........---- ........................................ c ....... .......................................................... 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P ro'ect 8 1 te CITY OF UlaAHH LOANDURI L Custo er P.O.�: �43704�00 r U",Um :W � I Tag No. 11-SHH-101 211 PireMflro f1ainge �e ry ice E 0 2, ServIce 11 AND FILL GAS 22 1"empeirature 111ainge E ............ ... ..................................................................................................................... f�o q0 - 7 3 Liline No.I VesseI No 23 A . ................................ 1. �4, Quantity 1 0 24 operating 1::1ressuire Rairige 0 ............................................... -... . .................................... .................... ............................ 5 Elleii�lrlcall Supply 120 V, 60 HZ IF. 25 Operating TemperaItuire Range I ......................................- ............................................................................................................... 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I _ I ( f ' { �"v 1 � m C � , I 1 �I 1 t i y}fS 1 , 1 1 , 1 4 , a , 1 1 g 1� / I 1 APPENDIX E SPECIAL STATUS PLANT SURVEY REPORT Page 2662 of 4165 SPECIAL STATUS PLANT SURVEY REPORT Ukiah Landfill Closure City of Ukiah, Mendocino County, California (APN: 027-0200069) DRAFT July 22, 2015 Prepared for: Richard J. Seanor, PE Deputy Director of Public Works 300 Seminary Avenue Ukiah, CA 95482-5400 (707) 463-6296 Prepared by: Jane Valerius Environmental Consulting 2893A Scotts Right of Way Sebastopol, CA 95472 707-824-1463 And Geri Hulse-Stephens Botanical Consulting/Wetland Delineation 915 East Hill Road Willits, CA 95490 707-459-3689 Page 2663 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE TABLE OF CONTENTS PAGE INTRODUCTION................................................................................ 1 METHODS........................................................................................ 2 RESULTS........................... ............................................................... 3 SUMMARY AND CONCLUSIONS............................................................. 6 REFERENCES..................................................................................... 7 Appendices: Appendix A: Special Status Plant List Appendix B: List of plants, mosses and lichens observed i Page 2664 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE INTRODUCTION This report and attachments presents the results of seasonal protocol level surveys conducted for special status plants for the Ukiah Landfill Closure Project located at 3100 Vichy Springs Road, Ukiah, Mendocino County, CA. This work was conducted on behalf of the City of Ukiah, who is the project proponent or applicant. The assessor parcel number (APN) for the project study area is 027-020-069. This report is an addendum to the Biological Resource Assessment report prepared by Wildlife Research Associates and Jane Valerius Environmental Consulting for the City of Ukiah dated May 27, 2015. The Ukiah Landfill Closure project is located approximately three miles east of Ukiah in Mendocino County, California and is located on the Ukiah USGS 7.5-minute quadrangle. The Landfill occupies approximately 40 acres of permitted landfill area on a 284-acre parcel. The Landfill has been graded to form a series of flat terraces stepping down from south to north. The project study area included a 50-foot buffer around the landfill and included some natural oak woodland communities, constructed ponds and natural creek channels. The proposed project includes closure of the Landfill which will be performed in accordance with the applicable regulatory standards prescribed in the California Code of Regulations (CCR) [i.e., 27 CCR, Chapters 3 and 4 and CFR, Subpart F]. The components and systems required for closure of the Landfill include the final cover and grading design to control storm water, potential infiltration and accommodate future settlement, drainage and erosion control systems, landfill slope stability, landfill gas (LFG) control systems, leachate control systems, and construction quality assurance (CQA). 1 Page 2665 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE METHODS As required by the California Department of Fish and Wildlife (CDFW), plant surveys were conducted during the time of year when special status plants are most identifiable, which is typically when they are in flower. Prior to the site visit a search of the U. S. Fish & Wildlife Service (USFWS) quadrangle species lists (USFWS 2015), California Natural Diversity Data Base (CNDDB) (CNDDB 2015) and the California Native Plant Society (CNPS) (CNPS 2015) on-line electronic inventory was conducted for the 9-quadrangle search around the Ukiah 7.5- minute USGS quadrangle. A list of special status plant species known to occur in the area based on these data base searches is provided as Appendix A. Surveys were conducted throughout the 2015 blooming window, capturing an entire blooming season. Site visits were conducted from spring to early summer, a period broad enough to include know blooming and fruiting times of potentially occurring special status plant species and also encompassing the blooming period of early annuals, wetland plants and late blooming herbaceous perennial species. These surveys took place on April 15, 21 and 29, May 19 and 22 and June 30, 2015. The survey was floristic in nature and took into account all vascular plant species, lichens and mosses encountered. The entire project area was covered on foot as thoroughly as possible so that all representative habitat types, topographic features and aspects were investigated. Material that could not be identified in the field was collected so that a determination could be made at a later time using a dissecting scope and reference materials. Mosses were collected and sent to a moss expert for identification. Sensitive plant communities were identified mapped and described. A complete list of vascular plant species, mosses and lichens were recorded (Appendix B) along with habitat and plant community characteristics. 2 Page 2666 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE RESULTS Plant Communities Nomenclature for vegetation types follows The Manual of California Vegetation Second Edition (Sawyer, et. al. 2009)where applicable. Nine vegetation communities occur within the project study area. These are: 1)Avena (barbata,fatua) semi-natural herbaceous stands or wild oats grasslands; 2) ruderal forbs; 3)Nasella pulchra herbaceous alliance or purple needle grass grassland; 4) Quercus douglasii woodland alliance or blue oak woodland; 5)Arctostaphylos manzanita provisional shrubland alliance or manzanita chaparral; 6) Salix exigua shrubland alliance or sandbar willow thickets; 7)Eleocharis macrostachya herbaceous alliance or pale spike rush marshes; 8) Typha angustifolia herbaceous alliance or cattail marshes; and 9) seasonal wetlands. 1)Wild oats grasslands is the dominant vegetation type within the project study area as this type covers most of the landfill area, borrow area and roadsides. The wild oats grassland is mixed in with the ruderal forbs type. The revegetated portions of the landfill have a mixture of non-native grasses and in some areas non-native forbs (ruderal forbs) are dominant. Plant species commonly found in the wild oats grasslands include wild oats (Avena barbata, A.fatua), rip-gut brome (Bromus diandrus), soft chess (Bromus hordaceus), hare barley (Hordeum murinum ssp. leporinum), Harding grass (Phalaris aquatica), orchard grass (Dactylis glomerata), ryegrass (Festuca perennis), tall fescue (Festuca arundinacea) and rattail fescue (Festuca myuros). A few native grass species were also noted in this type including purple needle grass (Nasella pulchra), California oatgass (Danthonia californica) and six weeks fescue (Festuca microstachys). A variety of non-native forb species also occur in this type including hairy vetch (Vicia villosa), cut-leaf plantain (Plantago coronopus), yellow star thistle (Centaurea solsititalis), European umbrella milkwort (Tolpis barbata), yellow glandweed (Parentucellia viscosa), Mediterranean linseed (Bellardia trixago), rose clover(Trifolium hirtum), filarees (Erodium cicutarium, E. botrys), and rough cat's-ear (Hypochaeris radicata). Native forb species included blow wives (Achyrachaena mollis), erect plantain (Plantago erecta), suncups (Taraxia ovata), blue-eyed grass (Sisrynchium bellum), soaproot(Chloragalum pomeridianum), Pacific sanicle (Sanicula crassicaulis), and California buttercup (Ranunculus californicus). 2)Ruderal forbs dominate the area on northeastern portion of the project study area in the flat area of the former borrow pit. This area is dominated primarily by non-native forb species such as European umbrella milkwort, lesser hawbit(Leontodon taraxacoides ssp. taraxacoides), cut- leaf plantain, hairy vetch, yellow star thistle, and rough cat's-ear. 3)Purple needle grass grassland was mapped in several locations in the borrow pit area. Small areas of purple needlegrass occur in other locations on the site but are not large enough to map separately as a stand along grassland community. The areas on the borrow site were large enough to map and identify as a separate plant community. 3 Page 2667 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE 4)Blue oak woodland occurs along the southern portion of the project study area and also occurs along the northern bank of the unnamed creek that forms the northern boundary of the study area. Blue oak(Quercus douglasii) are the dominant species. Other trees and shrubs noted include interior live oak(Quercus wislenzi var. wislizeni), coast live oak(Quercus agrifolia), black oak(Quercus kelloggii), Shreve oak(Quercus parvula var. shrevei), buckeye (Aesculus californica), madrone (Arbutus menziesii), coyote brush(Baccharis pilularis), manzanita (Arctostaphylos manzanita ssp. glaucescens), toyon (Heteromeles arbutifolia), buckbrush (Ceanothus cuneatus), mountain mahogany (Cercocarpus betuloides) and poison oak (Toxicodendron diversilobum). A diversity of native grasses are found in this type include onion grass (Melica geyeri, M. torreyana), blue wildrye (Elymus glaucus), Nevada bluegrass (Poo secunda) and native fescues (Festuca rubra and F. idahoensis). Native forbs include blue dicks (Dichelostemma capitatum), for-toothed ookow (Dicelstemma congestum), Ithuriels' spear (Triteleia laxa), phacelia (Phacelia sp.), Pacific sanicle, soaproot, Diogene's lantern (Calochortus amabilis), farewell to spring (Clarkia gracilis) and fringed checkerbloom (Sidalcea diploscypha). 5)Manzanita chaparral occurs primarily on the northern portion of the study area along the north bank of the unnamed creek. Whiteleaf manzanita (Arctostaphylos manzanita ssp. glaucescens)is dominant and includes other chaparral shrub species such as toyon, buckbrush, coyote brush, mountain mahogany, chamise (Adenostoma fasciculatum), sticky monkeyflower(Mimulus aurantiacus), and snowberry (Symphoricarpos albus var. laevigatus). A variety of native and non-native grasses and forbs occur as understory species including blue-eyed grass, Douglas iris (Iris douglasiana), phacelia, hound's tongue (Cynoglossum grande), blue dicks, farewell to spring, and Ithuriel's spear. 6) Sandbar willow thickets occur along unnamed creek that forms the northern boundary of the study area. Sandbar willow (Salix exigua), arroyo willow (Salix lasiolepis) and red willow (Salix laevigata) are dominant. Other tree and shrub species include valley oak(Quercus lobata), Fremont cottonwood (Populus f°emontii), madrone, manzanita, coyote brush, Himalayan blackberry (Rubus armeniacus) and poison oak. Herbaceous wetland plants noted within the creek bed include scouring rush (Equisetum hymale), rushes (Juncus patens, Jmexicanus, J. balticus ssp. ater), foothill sedge (Carex tumulicola), pale spike rush (Eleocharis macrostachya) and cattails (Typha angustifolia). 7)Pale spike rush marshes occur along the pond margins along with the cattail marsh types and also within vegetated sections of the unnamed creek channel in the eastern portion of the study area. The dominant species is pale spike rush. Other wetland plants noted include pennyroyal (Mentha pulegium), curly dock(Rumex crispus), umbrella sedge (Cyperus eragrostis), rushes and water plantain (Alisma sp.). 8) Cattail marshes occur in conjunction with the pale spike rush vegetation type and include the same species. Narrowleaf cattail (Typha angustifolia)is dominant and can be a monotypic community type. 4 Page 2668 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE 9) Seasonal wetlands were mapped in four areas in the eastern portion of the study area. Three seasonal wetlands were mapped in the borrow area and one occurs along the entrance road on the southeastern side of the project study area. Seasonal wetlands occur as relatively small depressions in the flatter areas of the borrow area. The one along the road appears to have developed as a result of water flowing along the inside portion of the roadway. Plant species noted in these areas include pennyroyal, cocklebur(Xanthium strumarium), rabbitsfoot grass (Polypogon monspeliensis), small quaking grass (Briza minor), Mediterranean barley (Hordeum marinum ssp. gussoneanum), hyssop loosestrife (Lythrum hyssopifolium) and cut-leaf plantain. Special Status Plants Review of the USFWS (USFWS 2015), the CDFW, and the CNDDB (CNDDB 2015) revealed that nine (9) federally listed plant species, one (1) federal candidate, three (3) state-listed species and twenty-two (22) CNPS ranked species have potential to occur in the area. There are no coastal dunes, coastal prairie, coastal scrub, coastal bluff scrub, volcanic ash flow vernal pools, lower montane coniferous forest, upper montane coniferous forest, North Coast coniferous forest, or closed-cone coniferous forest and no serpentinite within the project area that would provide habitat for many of these species. Although potential habitat occurs in the project area for many of the special status plant species known to occur in the area none were found during the protocol level seasonal plant surveys. A total of 255 vascular plants and 41 mosses and lichens were observed during the April, May and June 2015 plant surveys (Appendix B). These 296 species represent 73 plant families. There was a high diversity of species even within the grassland areas of the landfill. The pond wetland areas actually have a low diversity of species, most of which are native species, but the ponds provide aquatic habitat which has high wildlife value. The creeks on the site have a diversity of both wetland and non-wetland species, most of which are native species, and also provide valuable wildlife habitat including habitat for the state listed foothill yellow-legged frog. 5 Page 2669 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE No special status plant species were found during the seasonal and protocol level plant surveys conducted for the project study area. In spite of the drought occurring in the region plants were in flower and 255 vascular plants were recorded along with 41 mosses and lichens. The surveys were conducted during the time of year when special status plants would have been identifiable. Based on the surveys the site does not support any special status plants are none are expected to occur on the site. The purple needle grass grassland is a special status vegetation community. This type occurs on the slopes of the existing former borrow area in the northeast portion of the study area. The sandbar willow thickets, cattail marsh, pale spike rush marshes and seasonal wetland areas are wetland vegetation types and even though they do not have a special status designation they are regulated by the Corps, RWQCB and CDFW and therefore are considered to be sensitive natural communities and any impacts to these communities type will require mitigation if any impacts occur to these vegetation types. 6 Page 2670 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE REFERENCES California Department of Fish and Wildlife (CDFW). 2015. Records search of the California Natural Diversity Database. March 2015. California Native Plant Society (CNPS). 2015. On-line electronic inventory of rare and endangered plants of California, 7th Edison. w.E.w.,;,;n U.S. Fish and Wildlife Service (USFWS). 2105. Threatened and endangered species system (TESS) and candidate species as of 5/2015. 7 Page 2671 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE APPENDIX A: Potentially Occurring Special-Status Plant Species in the Ukiah Sanitary Landfill Closure Study Area. Status Scientific Name LISFWS/ Habitat Affinities and Blooming Period Occurrence Common Name CDFG/ Potential CNPS Rank Lower montane coniferous forest, upper Arabis macdonaldiana montane coniferous forest on FE/CE/1 B serpentinite. Blooms May to July. None. No habitat on site. McDonald's rock-cress p Y Elevation: 135-1800m. Arctostaphylos 441 B Chaparral, lower montane coniferous None. Potential chaparral stanfordiana ssp. raichei forest(openings)/rocky, often habitat on site but not Raiche's manzanita serpentinite. Blooms February to April. observed during surveys. Elevation: 450-1000m. Arctostapylos canescens Chaparral, lower montane coniferous ssp. sonomensis forest/sometimes serpentinite. Blooms None. Potential chaparral 441 B January to June. Elevation: 180-1675m. habitat on site but not Sonoma canescent ry observed during surveys. manzanita Marshes and swamps(freshwater or None. Potential freshwater Arenaria paludicola brackish), sandy, openings. Blooms May marsh habitat on site but not FE/CE/1 B to August. Elevation 3-170m. known from Mendocino Marsh sandwort County. Not observed during surveys. Astragalus breweri 444 Chaparral, cismontane woodland, None. Potential chaparral, Brewer's milk-vetch meadows and seeps, valley and foothill cismontane woodland and grassland (open, often gravelly)/often grassland habitat on site but serpentinite, volcanic. Blooms April to not observed during June. Elevation 90-730m. surveys. Brasenia schreberi Marshes and swamps/freshwater. None. Potential freshwater 442B Blooms June to September. Elevation: marsh habitat on site. Not Watershield 30-2200m. observed during surveys. Coastal prairie, marshes and swamps Carex comosa (lake margins), valley and foothill None. Potential marsh and -/-/2B grassland. Blooms May to September. grassland habitat on site. Bristly sedge g Y p Not observed during surveys Elevation: 0-625m. 441 B Closed-cone coniferous forest, None. Potential chaparral Ceanothus confusus chaparral, cismontane and cismontane habitat on woodland/volcanic or serpentinite. site but not observed during Rincon Ridge ceanothus Blooms February to June. Elevation: 75- surveys. 1065m. Chorizanthe howellii Coastal dunes, coastal prairie, coastal FE/CE/1 B scrub. Blooms May to July. Elevation: 0- None. No habitat on site. Howell's spineflower 35m. Cuscuta jepsonii North Coast coniferous 441 B forest/streambanks. Blooms July to None. No habitat on site. Jepson's dodder September. Elevation: 1200-2300m. Page 2672 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Status Scientific Name LISFWS/ Habitat Affinities and Blooming Period Occurrence Common Name CDFG/ Potential CNPS Rank Cismontane woodland (soil). Elevation: None. Potential cismontane Entosthodon kochii 180-1000m. woodland habitat on site. 441 B Not observed during Koch's cord moss 9 surveys. Eriogonum kelloggii Lower montane coniferous forest(rocky, Red Mountian (Kellogg's) FC/CE/1 B serpentinite). Blooms May to August. None. No habitat on site. buckwheat Erysimum menziesii Coastal dunes. Blooms March to (includes ssp.yadonii) FE/CE/1 B September. Elevation: 0-35m. None. No habitat on site. Menzies's wallflower Fissidens pauperculus North Coast coniferous forest(damp 441 B None. No habitat on site. coastal soil . Elevation: 10-1024m. Minute pocket moss ) Fritillaria rodericku Coastal bluff scrub, coastal prairie, None. Potential grassland 4CE/1 B valley and foothill grassland. Blooms habitat present but not Roderick's fritillary March to May. Elevation: 15-400m. observed during surveys. Grimmia torenii 441 B Chaparral, cismontane woodland, lower None. Potential chaparral Toren's grimmia montane coniferous forest/openings, and cismontane woodland rocky, boulder and rock walls, habitat on site. Not observed carbonate, volcanic. Elevation: 320- 1160m. during surveys. Hemizonia congesta ssp. 441 B Valley and foothill grassland/sometimes congesta roadsides. Blooms April to November. None. Potential grassland Congested-headed Elevation: 20-560m. habitat on site but not hayfield tarplant observed during surveys. Hesperolinon 441 B Chaparral, cismontane woodland, valley adenophyllum and foothill grassland/usually None. No serpentinite in glandular western flax serpentinite. Blooms May-Aug. project area. Elevation: 150-1315 m. Horkelia bolanderi 441 B Chaparral, lower montane coniferous forest, meadows and seeps, valley and None. Potential chaparral Bolander's horkelia foothill grassland/edges, vernally mesic and grassland habitat on areas. Blooms June-Aug. Elevation: site. Not observed during 450-1100 m. surveys. Howellia aquatilis Freshwater marshes and swamps. None. Potential freshwater FT/42B Blooms June. Elevation: 1085-1290m. march habitat on site. Not Water howellia observed during surveys. North Coast coniferous forest. April-Aug. Kopsiopsis hookeri Elevation: 90-885 m. -/-/2B None. No habitat on site. Small groundcone Lasthenia burkei Meadows and seeps (mesic), vernal None. Typical habitat not FE/CE/1 B pools. Blooms April to June. Elevation: present in study area. Not Burke's goldfields 15-600m. observed during surveys. Layia septentrionalis 441 B Chaparral, cismontane woodland, valley Colusa layia and foothill grassland/sandy, None. No habitat on site— serpentinite. Blooms April to May. no serpentinite. Elevation: 100-1098m. Page 2673 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Status Scientific Name LISFWS/ Habitat Affinities and Blooming Period Occurrence Common Name CDFG/ Potential CNPS Rank Meadows and seeps, freshwater Limnanthes bakeri marshes and swamps, valley and foothill None. Typical habitat not on Baker's meadowfoam 4CR/1 B grassland (vernally mesic), vernal pools. site. Not observed during Blooms April to May. Elevation: 175- surveys. 910m. Malacothamnus hallii 441 B Chaparral, coastal scrub. Blooms May to None. Potential chaparral Halls' bush-mallow September(October). Elevation: 10- habitat present but not 650m. observed on site. Malacothamnus Cismontane woodland. Blooms May to None. Potential cismontane mendocinensis 441A June. Elevation: 425-575m. woodland habitat present Mendocino bush-mallow but not observed on site. Cismontane woodland, lower montane None. Potential cismontane Navarretia leucocephala coniferous forest, meadows and seeps, ssp. bakeri 441 B valley and foothill grassland, vernal woodland and grassland Baker's navarretia pools/mesic. Blooms April to June. habitat on site but not Elevation: 5-1740m. observed during surveys. Navarretia leucocephala Volcanic ash flow vernal pools. Blooms ssp. pauciflora FE/CT/1 B May to June. Elevation: 400-855m. None. No habitat on site. Few-flowered navarretia Navarretia leucocephala Volcanic ash flow vernal pools. Blooms ssp. plieantha FE/CE/1 B May to June. Elevation: 30-950m. None. No habitat on site. Many-flowered navarretia Plagiobothrys lithocaryus Chaparral, cismontane woodland, valley None. Potential cismontane -/41A and foothill grassland/mesic. Blooms woodland and grassland Mayacamas popcorn- April to May. Elevation: 300-450m. habitat on site but not flower observed during surveys. Chaparral, cismontane woodland, valley None. Potential chaparral, Pleuropogon hooverianus and foothill grassland/mesic. Blooms cismontane woodland and North Coast semaphore 4CT/1 B April to June. Elevation 10-671 m. grassland habitat on site but grass not observed during surveys. Bogs and fens, broadleafed upland forest, meadows and seeps, marshes Sanguisorba officinalis and swamps, North Coast coniferous None. Typical habitat not on -/-/2B entintie.forest, riparian forest/often ser entinite. site. No ser Great burnet p p p Blooms July-October. Elevation: 60- 1400m. Sedum laxum ssp. Lower montane coniferous forest eastwoodiae FC/41 B (serpentinite). Blooms May to July. None. No habitat on site. Red Mountain stonecrop Elevation: 600-1200m. Cismontane woodland, valley and None. Potential cismontane Traycina rostrata foothill grassland. Blooms May to June. woodland and grassland 441 B Elevation: 90-790m. habitat present on site but Beaked tracyina not observed during surveys. Page 2674 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Status Scientific Name USFWS/ Habitat Affinities and Blooming Period Occurrence Common Name CDFG/ Potential CNPS Rank Chaparral, cismontane woodland, lower None. Potential chaparral Viburnum ellipticum montane coniferous forest. Blooms May and cismontane woodland -/-/2B Oval-leaved viburnum to June. Elevation: 215-1400m. habitat on site but not observed during surveys. U.S. Fish and Wildlife Service FE = federally Ranked Endangered FT = federally Ranked Threatened FPE = federally proposed Endangered SC, = federally Species of Concern California Department of Fish and Wildlife CE = California Ranked Endangered CR = California Ranked as Rare CT = California Ranked as Threatened California Native Plant Society Rank IA: Plants presumed extirpated in California and either rare or extinct elsewhere Rank 1B: Plants rare and endangered in California and elsewhere Rank 2B: Plants rare and endangered in California but more common elsewhere Rank4: Plants that have a limited distribution— a watch list Page 2675 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE APPENDIX B Plant species,including mosses and lichens, observed during April to June 2015 surveys. Scientific Name Common Name VASCULAR PLANTS Achillea millefolium Yarrow Achyrachaena mollis Blow wives* Acmispon americanus Spanish clover Acmispon brachycarpus Deervetch Acmispon parviflorus Small-flowered lotus Adenostoma fasciculatum Chamise Adiantum jordanii Maiden hair fern Aegilops truncialis Barbed goatgrass* Aesculus californica California buckeye Agrostis exerata Spike bentgrass* Agrostis stolonifera Red top* Aira caryophyllea Silver European hairgrass* Alisma trivale Water plantain Allium bolanderi var. bolanderi Bolander's onion Anisocarpus madioides Woodland tarweed Anthemis cotula Mayweed* Anthriscus caucalis Bur-chervil* Aphanes occidentalis Lady's mantle Arbutus menziesii Madrone Arctostaphylos manzanita ssp. glaucescens White leaf manzanita Artemisia douglasiana Mugwort Ascelpias fascicularis Narrow-leaf milkweed Avena barbata Slender wild oat* Avena fatua Wild oat Baccharis glutinosa Marsh baccharis Baccharis pilularis Coyote brush Bellardia trixago Mediterranean linseed* Brassica nigra Black mustard* Briza maxima Large quaking grass* Briza minor Small quaking grass* Brodiaea elegans ssp. elegans Harvey brodiaea Bromus carninatus California brome Bromus caroli-henrici Poverty brome* Bromus diandrus Rip-gut brome* Bromus hordeaceus Soft chess* Bromus laevipes Woodland brome Bromus madritensis ssp rubens Foxtail chess* Calochortus amabilis Diogene's lantern Page 2676 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Scientific Name Common Name Calycadenia f^emontii Fremont's western rosinweed Cardamine oligosperma Bittercress Carduus pycnocephalus Itlaian thistle* Carex tumulicola Foothill sedge Ceanothus cuneatus ssp. cuneatus Buckbrush Centaurea soltitialis Yellow star-sthistle* Ceratium glomeratum Chickweed* Cercocarpus betuloides Birch-leaf mountain mahogany Chlorogalum pomeridianum Soaproot Cirsium vulgare Bull thistle* Clarkin purpurea ssp. quadrivulnera Wine cups Claytonia perfoliata Miner's lettuce Clinopodium douglasii Yerba Buena Collinsia heterophylla Chinese houses Cortaderia jubata 7ubata grass* Croton setiger Turkey mullein* Cynodon dactylon Bermuda grass* Cynoglossum grande Hound's tongue Cynosurus echinatus Hedgehog dotail grass* Cyperus eragrostis Umbrella sedge Dactylis glomerata Orchard grass* Danthonia californica California oat-grass Datisca glomerata Durango root Datisca glomerata Durango root Daucus carota Queen Anne's lace* Daucus pusillus Rattlesnake weed Delphinium decorum ssp. tracyi larkspur Deschampsia elongates Slender hairgrass Dichelosemma capitatum ssp. capitatum Blue dicks Dichelosemma congestum Ookow Dipascus fullonum Wild teasel* Distichlis spicata Inland saltgrass Dodecatheon hendersonii Shooting star Draba verna Whitlow-grass Eleocharis macrostachya Pale spike rush Elymus caput-medusae Medusa head grass* Elymus glaucus ssp. glaucus Blue wildrye Elymus triticoides Creeping wildrye Epilobium brachycarpum Panicled willow herb Epilobium ciliatum Fringed willow herb Epilobium sp. Willow herb Epilobium torreyi Torrey's willow herb Equisetum hyemale ssp. affne Tall scouring rush Equisetum telemateia Giant horsetail Page 2677 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Scientific Name Common Name Erigeron canadensis Horseweed* Eriodictyon californicum Yerba santa Erodium bothrys Broadleaf filaree* Erodium cicutarium Red-stemmed filaree* Euphorbia crenulata Chinese caps Eurybia radulina Broad-leafed aster Festuca orundinacea Tall fescue* Festuca bromoides Brome fescue* Festuca idahoensis Idaho fescue Festuca microstachys Small fescue Festuca myuros Rattail fescue* Festuca perennis Ryegrass* Festuca rubra Red fescue Foeniculum vulgare Fennel* Galium aparine Goose-grass* Galium californicum California bedstraw Galium parisiense Wall bedstraw Galium porrigens Climbing bedstraw Gamochoeta ustulata Spoon-leaf purple everlasting Gastridium phleoides Nit grass* Genista monspessulana French broom* Geranium dissectum Cut-leaf geranium* Geranium molle Dove-foot geranium* Githopsis specularioides Bluecup Helenium puberulum Sneezeweed Helminthotheca echioides Bristly ox-tongue* Hesperevax spars fora var. spars fora Erect evax Heteromeles arbutifolia Toyon Hieracium album Hawkweed Hoita macrostachya (?) Large leather root Holcus lanatus Velvet grass* Hordeum marinum ssp. gussoneanum Mediterranean barley* Hordeum murinum ssp. leporinum Hare barley* Hypericum perforatum Klamath weed* Hypochaeris glabra Smooth cat's-ear* Hypochaeris radicata Rough cat's-ear Iris macrosyphon Long-tubed iris Juncus balticus ssp. ater Baltic rush Juncus bufonius var. bufonius Toad rush Juncus bufonius var. congestus Clustered toad rush Juncus mexicanus Mexican rush Juncus occidentalis Western rush Juncus patens Spreading rush Juncus xiphioides Iris-leaved rush Page 2678 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Scientific Name Common Name Kickxia elatine Fluellein* Lactuca saligna Willow-leaf lettuce* Lactuca serriola Pricklylettuce* Lagophylla ramosissima Common hareleaf* Lathyrus hirsutus Caley pea* Lathyrus latifolia Perennial sweet pea* Lathyrus vestitus Hillside pea* Leontodon taraxacoides Hawkbit* Leptosiphon bicolor Bicolored linanthus Linum bienne Flax* Loma gallica Narrowleaf cottonweed* Lotus corniculatus Bird's-foot trefoil* Lupinus bicolor Miniature lupine Lupinus microcarpus var. densorus Chick lupine Luzula comosa Wood rush Lysimachia arvensis Scarlet pimpernel* Lythrum hyssopifolium Hyssop loosestrife* Madia exigua Small tarweed Madia sp. Madia Marah fabaceus California man-root Marsilea vestita ssp. vestita Water clover Medicago polymorpho Bur clover* Medicago praecox Medicago* Melica geyeri Geyer's onion grass Melica torreyona Torrey's melic Melilotus albus White sweet clover* Melilotus indicus Sour clover* Menthes pulegium Penneyroyal* Micranthes californica California saxifrage Micropus californicus Slender cottonweed Microseris douglasii Douglas microseris Mimulus ourantiocus Bush monkeyflower Mimulus guttatus Seep monkeyflower Mondardella villosa Coyote mint Navarretia intertexta Needleleaf navarretia Navarretia pubescens Downy pincushion plant, purple navarretia Navarretia squarroso Skunkweed Navarretia tagetina Marigold navarretia Nemophila heterophylla White nmophila Nemophila menziesii Baby blue-eyes Parentucellia viscosa Yellow glandweed* Pectocarya pusilla Little pectocary Pedicularis densilfora Indian warrior Pentagramma triangularis Gold-back fern Page 2679 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Scientific Name Common Name Perideridia kelloggii Kellogg's yampa Petrohagia dubia Grass pink* Phacelia imbricata ssp. imbricata Imbricate scorpionweed Phalaris aquatica Harding grass* Phalaris paradoxes Hood canary grass Plantago coronopus Cut-leaf plantain* Plantago erecta Erect plantain Plantago lanceolata English plantain* Poo pratensis Kentucky bluegrass* Poo secunda Pacific bluegrass Polygala californica California milkwort Polygonum aviculare Yard knotweed* Polypogon monspeliensis Rabbit's foot grass* Populus f^emontii Fremont's cottonwood Potomageton notans Floating-leafed pondweed Potomageton nodosus Long-leaved pondweed Pseudognapholium luteoalbum Cudweed Psilocarphus tenellus Woolly-heads Quercus agrifolia Coast live oak Quercus douglasii Blue oak Quercus garryana Oregon oak Quercus kelloggii Black oak Quercus lobata Valley oak Quercus parvula var. shrevei Shreve oak Quercus wislizeni Interior live oak Ranunculus muricatus Spiny-fruited buttercup* Ranunculus occidentalis Western buttercup Rosa californica California rose Rosa gymnocarpo Wood rose Rubus armeniacus Himalayan blackberry* Rubus ursinus California blackberry Rumex crispus Curly dock* Salix exigua Sandbar willow Salix laevigata Red willow Salix lasiolepis Arroyo willow Sanicula bipinnata Poison sanicle Sanicula bipinnatida Purple sanicle Sanicula crassicaulis Gamble weed Scandix pectin-veneris Venus' needle Scutellaria sp. skullcap Sherardia arvensis Field madder* Sidalcea diploscypha Fringed checkerbloom Silene lacinata ssp. californica Indian pink Silybum marinum Milk thistle* Page 2680 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Scientific Name Common Name Sisrynchium bellum Blue-eyed grass Sonchus aspen Prickly sow-thistle* Spergularia rubra Red sand-spurrey* Stachys ajugoides Hedge-nettle Stachys rigida var. quercetorum Rough hedge-nettle Stellaria media Common chickweed* Stipa lepida Foothill needlegrass Stipa pulchra Purple needlegrass Stuckenia pectinata Fennel-leaf pondweed Symphoricarpos albus var. laegivatus Snowberry Symphoricarpos mollis Creeping snowberry Taraxia ovata Sun cups Tolpis barbata European umbrella milkwort* Torilis arvensis Japanese hedge parsley* Torilis nodoso Short sock-destroyer* Toxicodendron diversilobum Poison oak Toxicoscordion micrantha Death camus Tragopogon porrifolius Salsify* Trichostemma lanceolatum Vinegar weed Trientalis latifolia Star flower Trifolium bifrdum var. bifrdum Pinole clover Trifolium dubium Little hop clover* Trifolium hirtum Rose clover* Trifolium incarnatum Crimson clover* Trifolium oliganthum Few-flowered clover Trifolium subterraneum Subterranean clover* Trifolium willdenovii Tomcat clover Triphyseria eriantha ssp. eriantha Butter n' eggs Triteleia hyacinthina White brodiaea Tritelia laxa Ithuriel's spear Typha angustifolia Narrow-leaved cattail Umbellularia californica California bay laurel Uropappus lindleyi Silver puffs Verbena lasiostachys var. lasiostachys Western vervain Vernonica arvensis Common speedwell* Vicia sativa ssp. sativa Spring vetch* Vicia villosa ssp. villosa Hairy vetch* Vitis californicus Wild grape Xanthium strumarium Cocklebur* Yabae microcarpo Yabea Zeltnera muehlenbergii Monterey centaury MOSSES Antitrichia californica Atrichum selwynii Page 2681 of 4165 SPECIAL STATUS PLANT SURVEY REPORT UKIAH LANDFILL CLOSURE Scientific Name Common Name Claopodium whippleanum Dendroalsia abietina Dicranella howei Dicranoweisia cirrata Didymodon insulanus Didymodon tophaceus Didymodon vinealis Fissidens crispus Funaria hygrometrica Gemmabryum sp. Grimmia pulvinata Homalothecium nuttalli Homalothecium pinnatifidum Imbribryum torenni Isothecium stononiferum Kindbergia oregano Orthoticichum lyehi Pohlia wahlenbergii Polytrichum juniperinum Rosulabryum canariense Rosulabryum gemmascens Scleropodium julaceum Scleropodium obstusifolium Syntrichia princeps Timmiella crassinervis HORNWORTS Phymatoceros bulbiculosus LICHENS Cladonia cenotea Cladonia fambriata Cladonia trancendans Evernia prunastri Hypogymnia enteromorpha Hypogymnia imshaugii Leptogium corniculatum Mycoblastus sanguinarius Ocrolechia juvenalis Platismatia glauca Ramalina menziesu Usnea arizonica Usnea hesperina Species with and * are non-native species Page 2682 of 4165 APPENDIX F BIOLOGICAL RESOURCE ASSESSMENT Page 2683 of 4165 BIOLOGICAL RESOURCE ASSESSMENT Ukiah Landfill Closure City of Ukiah, Mendocino County, California (APN: 027-020-069) DRAFT May 27, 2015 Prepared for: Richard J. Seanor, PE Deputy Director of Public Works City of Ukiah 300 Seminary Avenue Ukiah, CA 95482-5400 707-463-6296 Prepared by: Wildlife Research Associates 1119 Burbank Avenue Santa Rosa, CA 95407 707-544-6273 And Jane Valerius Environmental Consulting 2893A Scotts Right of Way Sebastopol, CA 95472 707-824-1463 Page 2684 of 4165 Ukiah Landfill Closure City of Ukiah, Mendocino County Biological Resource Assessment Table of Contents DRAFT Contents 1.0 INTRODUCTION 1 1.1 REASON FOR THE PROJECT 1 1.2 PROJECT SPONSOR 1 1.3 PROJECT DESCRIPTION 2 1.3.1 Location 2 1.3.2 Action Area 3 1.3.3 Proposed Action Final Closure Plan 3 1.3.4 Post Closure Maintenance Plan 6 1.3.5 Extent of Project Effects 7 1.3.6 Best Construction Practices 7 1.3.7 Construction Best Management Practices 7 1.4 PROJECT ALTERNATIVES 8 2.0 STUDY METHODOLOGY 9 2.1 LITERATURE SEARCH 9 2.2 PERSONNEL AND SURVEY DATES 9 2.3 IMPACT ASSESSMENT METHODOLOGY 10 2.4 LIMITATIONS THAT MAY INFLUENCE RESULTS 10 3.0 ENVIRONMENTAL BASELINE 12 3.1 WETLAND AND WATERS OF THE U.S.AND STATE 12 3.2 VEGETATION COMMUNITIES 13 3.3 WILDLIFE HABITATS 14 3.4 WILDLIFE MOVEMENT CORRIDORS 17 4.0 SPECIAL-STATUS SPECIES AND THEIR NATURAL COMMUNITIES 19 4.1 REGULATORY REQUIREMENTS 19 4.1.1 Federal Endangered Species Act(FESA) 19 4.1.2 Federal Migratory Bird Treaty Act 19 4.1.3 Magnuson-Stevens Fishery Conservation and Management Act 19 4.1.4 Army Corps of Engineers 20 4.1.5 California Endangered Species Act(CESA) 20 4.1.6 California Fish and Game Code 21 4.1.7 California Fish and Game Code-Species Protection 21 4.1.8 Regional Water Quality Control Board 21 4.2 SPECIAL-STATUS SPECIES REVIEWED 22 4.3 FEDERALLY THREATENED AND ENDANGERED WILDLIFE SPECIES 34 4.4 CRITICAL HABITAT 35 Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment ii Jane Valerius Environmental Consulting Page 2685 of 4165 4.5 OTHER SPECIAL-STATUS WILDLIFE SPECIES 35 4.6 SPECIAL STATUS NATURAL COMMUNITIES 37 5.0 EFFECTS ANALYSIS AND MITIGATION MEASURES 38 5.1 FEDERALLY PROTECTED RESOURCES 38 5.1.1 Wetlands and Waters of the U.S. and State 38 5.2 STATE PROTECTED RESOURCES 39 5.2.1 Special-Status Natural Communities 39 5.2.2 Special-Status Plants 40 5.2.3 Wildlife 41 6.0 CONCLUSIONS AND DETERMINATIONS 44 6.1 CONCLUSIONS 44 6.2 DETERMINATIONS 44 7.0 LITERATURE CITED 45 LIST OF TABLES Table Title Page 1 Structure of Sulphur Creek along proposed project area 14 2 Potentially Occurring Special-Status Plant Species 19 3 Potentially Occurring Special-Status Wildlife Species 27 LIST OF FIGURES Figure Title Page 1 Project Location 48 2 Blue oak woodland on southern boundary and wild oats grassland 49 3 Manzanita shrubland along ephemeral tributary 49 4 Willow shrubland long ephemeral tributary 50 5 Spike rush in leachate pond 50 6 Cattails at southeastern pond 51 7 Seasonal wetlands at southeastern portion of project 51 8 Instream pool in ephemeral tributary 52 9 Non-pool habitat in ephemeral tributary 52 LIST OF APPENDICES APPENDIX Page A Project Figures 47 B Plant Species observed within the proposed project area 52 C Wildlife Species observed within the proposed project area 57 Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment iii Jane Valerius Environmental Consulting Page 2686 of 4165 SUMMARY The Ukiah Landfill Closure project, located at 3100 Vichy Springs Road,is approximately three miles east of Ukiah in Mendocino County, California. The site is located on a saddle,with Sulphur Creek located off-site to the south, and an unnamed tributary to the Russian River located on-site along the northern boundary. The Landfill occupies approximately 40 acres of permitted landfill area on a 284-acre parcel. The Landfill has been graded to form a series of flat terraces stepping down from south to north. The Landfill surface is covered with a combination of native and non-native grasses and forbs. The proposed project area supports a blue line creek and was flowing at the time of the field work. The proposed project includes closure of the Landfill which will be performed in accordance with the applicable regulatory standards prescribed in the California Code of Regulations (CCR) [i.e., 27 CCR, Chapters 3 and 4 and CFR, Subpart F]. The components and systems required for closure of the Landfill include the final cover and grading design to control storm water,potential infiltration and accommodate future settlement, drainage and erosion control systems, landfill slope stability, landfill gas (LFG) control systems, leachate control systems, and construction quality assurance (CQA). A description of each of these closure components proposed for construction of the Landfill closure improvements is presented in this document. Wildlife Research Associates and Jane Valerius Environmental Consulting were contracted by the City of Ukiah to perform this Biological Resources Assessment for the federally listed Threatened California red-legged frog (Rana draytonii) and the federal and State listed threatened Central Coast steelhead (Oncorhynchus mykiss irideus). The site is dominated by non-native grassland on the landfill with blue oak woodland and mixed chaparral along the edges. The creeks support a riparian tree and shrub cover dominated by willows. Pponds on the site support cattail marsh or spikerush marsh vegetation and there are several small seasonal wetlands within the grassland at the borrow area on the east side. A total of xx acres of potential jurisdiction wetlands and waters was delineated for the site. As part of this Biological Resource Assessment,we also evaluated the potential for occurrence of 35 special-status plant species,and 19 special-status wildlife species, as well as the potential for California red-legged frog to occur on the site. There is potential habitat on site for several special status plants to occur. Focused, seasonal special status plant surveys were conducted in April and May with a third and final survey to be conducted in July. As of the date of this report no special status plants have been observed within the project study area. At this time no trees will be removed as part of the project. However,if in the future trees are to be removed, replacement rations must be in compliance with the Mendocino County General Plan Conservation Element,which is a 2:1 replacement-to-loss ratio. Steelhead are known to occur within Sulphur Creek and the Russian River. The ephemeral tributary on-site does not support suitable habitat in terms of pool depth and the tributary dries by the end of the summer. In addition,a barrier to fish passage occurs in the ephemeral creek crossing at Redeemer Road(CNDDB 2015). As a result,no steelhead occur within the ephemeral tributary on site. No California red-legged frog adults or larvae were detected during the field surveys, although Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment iv Jane Valerius Environmental Consulting Page 2687 of 4165 suitable potential habitat for California red-legged frogs occurs on the site. The project site is located outside the range of California red-legged frogs in Mendocino County(USFWS 2009). Foothill yellow legged frog (Rana boylii), a California Species of Special Concern, was observed within the ephemeral tributary within the proposed project area during the survey. Several nesting passerines (perching birds), such as grasshopper sparrow(Ammodramus savannarum)were observed nesting within the project area. Best Construction Practices and Avoidance and Minimization Measures to prevent take of individuals discussed above are included in this report. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment v Jane Valerius Environmental Consulting Page 2688 of 4165 List of Acronyms and Abbreviations BRA Biological Resource Assessment CDFW California Department of Fish and Wildlife CESA California Endangered Species Act CNDDB California Natural Diversity Base CRF California red-legged fro Corps US Army Corps of Engineers FESA Federal Endangered Species Act FYF Foothill ellow-legged fro OHWM Ordinary High Water Mark NMFS National Marine Fisheries Service NPDES National Pollution Discharge Elimination System RPW Relativel Permanent Water RWQCB Regional Water Quality Control Board SSC California Species of Special Concern SWPPP Stormwater Pollution Prevention Plan USACE U.S.Army Corps of Engineers USFWS U.S. Fish and Wildlife Service UTM Universal Trans Mercator WPT Western pond turtle Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment vi Jane Valerius Environmental Consulting Page 2689 of 4165 1.0 INTRODUCTION The purpose of this Biological Resource Assessment is to provide technical information and to review the proposed City of Ukiah's Sanitary Landfill Closure project site,located in the City of Ukiah, Mendocino County(Appendix A, Figure 1).Wildlife Research Associates and Jane Valerius Environmental Consulting prepared this Biological Resources Assessment to provide sufficient detail to determine the potential effects of the proposed project on the federally listed Threatened steelhead (Oncorhynchus mykiss irideus),the federally-listed Threatened California red-legged frog (Rana draytonii) (hereafter CRF) and the California Species of Special Concern foothill yellow frog (Rana boylii). This Biological Resource Assessment was also conducted to determine the potential for special- status vegetation communities,plant and animal species to occur within the proposed linear project,and to identify the limitations to potential development of the project, such as riparian and wetland habitat removal. The biological resource assessment is prepared in accordance with legal requirements found in Section 7 (a)(2) of the Endangered Species Act(16 U.S. C 1536(c)) and also provides information required for an Initial Study/Mitigated Negative Declaration as part of the California Environmental Quality Act(CEQA) review for the project. The document presents technical information upon which later decisions regarding project affects are developed. 1.1 REASON FOR THE PROJECT Waste disposal operations at the Landfill began in 1955 at the eastern end of the landfill footprint and progressed upslope and westward. During the 1970's,the unnamed ephemeral creek was realigned northward to maximize the available fill area, and a soil berm was constructed along the toe of the landfill to separate the waste from the realigned creek channel. The method of operation during the Landfill's development was a fill and cover approach in a canyon/gully terrain. The Landfill operated as a nonhazardous Class III solid waste disposal site servicing Ukiah and the surrounding area. The Landfill ceased operations in September 2001. Environmental monitoring at the Landfill was originally regulated under Waste Discharge Requirements (WDR) Order No. 75-43 in conformance with Title 23 of the California Code of Regulations (23CCR). In September 1993,WDR Order No. 75-43 was amended by WDR Order No.93-83 as a mechanism to implement State Water Resources Control Board Resolution No. 93- 62 and federal municipal solid waste regulations (i.e., "Subtitle D")per Title 40 of the Code of Federal Regulations (40 CFR), Parts 257 and 258. Concurrent with this amendment was the preparation of a Report of Waste Discharge (RoWD) (EBA, 1993b)for the purpose of formally updating the Landfill's WDRs and to address groundwater impacts previously identified at the site. The combination of these two documents was subsequently used by the RWQCB to issue new interim closure WDRs (WDR Order No.94-123) for the site in October 1994. WDR Order No. 94-123 represents the current WDR regulating environmental monitoring at the Landfill. 1.2 PROJECT SPONSOR The Ukiah Landfill Closure project is proposed by the City of Ukiah Public Works Department. The contact person is: Name: Richard J. Seanor,PE, Deputy Director of Public Works Address: 300 Seminary Ave, Ukiah, CA 95482-5400 Telephone Number: 707-463-6296 Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 1 Jane Valerius Environmental Consulting Page 2690 of 4165 1.3 PROJECT DESCRIPTION 1.3.1 Location The City of Ukiah Sanitary Landfill Closure project, located at 3100 Vichy Springs Road, approximately three miles east of Ukiah,is situated on the east side of the Ukiah Valley, east of the Russian River and HWY 101, south of Lake Mendocino and west of the Mayacamas Mountains in the rural area of eastern Mendocino County, California(Appendix A,Figure 2). The project area is located in an unsectioned portion of the Yokaya Rancheria in the southeastern portion of the Ukiah 7.5-minute topographic quadrangle,within Township 15N and Range 12W. Surrounding land uses consist of mainly open space lands, ranches and vineyards. The Landfill occupies approximately 40 acres of permitted landfill area on a 284-acre parcel having a maximum width of approximately 1,000 feet in the north-south direction and a maximum length of about 3,500 feet in the east-west direction. Existing ground surface elevations at the Landfill range from approximately 710 feet above mean sea level (MSL)near the western footprint,to about 970 feet MSL along the southeast footprint. The Landfill has been graded to form a series of flat terraces stepping down from south to north. The Landfill surface is covered with seasonal grasses. Land adjacent to the Landfill property is zoned primarily as rangeland and is used for grazing. Dwellings within 1,000 feet of the landfill property include a group of structures owned by the Vichy Springs Investment Group that are located within 500 feet of the Landfill's south property line and a single-family residence located approximately 900 feet west of the Landfill's western property boundary. A rural residential development is located approximately 1/4-mile west of the Landfill property boundary. A housing development is also located along the south side of Vichy Springs Road and westward of the Vichy Springs Resort. The entire development is approximately 1,000 feet southward of the Landfill property boundary and is separated from the Landfill by an intervening ridge. A City-owned shooting range is situated on the Landfill property approximately 2,000 feet northeast of the waste management unit(WMU)footprint. It should be noted that the City owns an approximate 97-acre parcel(Assessor's Parcel No. 178-210-01)that adjoins a portion of the Landfill's southern property boundary. This property,which has been previously identified as the "Gun Club Parcel",was purchased as a buffer zone to limit future development adjacent to the Landfill. The Gun Club Parcel is a separate parcel and is not considered part of the Landfill property. A site plan showing the general existing site configuration is presented as Figure 2 (Appendix A). Landfill Development and History Waste disposal operations at the Landfill began in 1955 at the eastern end of the landfill footprint and progressed upslope and westward. During the 1970's,the unnamed ephemeral creek was realigned northward to maximize the available fill area, and a soil berm was constructed along the toe of the landfill to separate the waste from the realigned creek channel. The method of operation during the Landfill's development was a fill and cover approach in a canyon/gully terrain. The Landfill operated as a nonhazardous Class III solid waste disposal site servicing Ukiah and the surrounding area. The Landfill ceased operations in September 2001. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 2 Jane Valerius Environmental Consulting Page 2691 of 4165 Environmental monitoring at the Landfill was originally regulated under Waste Discharge Requirements (WDR) Order No. 75-43 in conformance with Title 23 of the California Code of Regulations (23CCR). In September 1993,WDR Order No. 75-43 was amended by WDR Order No.93-83 as a mechanism to implement State Water Resources Control Board Resolution No. 93- 62 and federal municipal solid waste regulations (i.e., "Subtitle D")per Title 40 of the Code of Federal Regulations(40 CFR),Parts 257 and 258. Concurrent with this amendment was the preparation of a Report of Waste Discharge (RoWD) (EBA 1993b)for the purpose of formally updating the Landfill's WDRs and to address groundwater impacts previously identified at the site. The combination of these two documents was subsequently used by the RWQCB to issue new interim closure WDRs(WDR Order No.94-123)for the site in October 1994. WDR Order No. 94-123 represents the current WDR regulating environmental monitoring at the Landfill. 1.3.2 Action Area The Project Action Area is defined as all areas to be affected directly or indirectly by the Federal action, and not merely in the immediate area involved in the action(50 CFR Sect. 402.02). The action area is analyzed for potential direct and indirect effects to federally-listed species. The action area includes a tributary to the Russian River,which is located approximately 1.43 miles east of the Russian River, and 97 acres of upland habitat. Vichy Springs Road,which runs parallel to Sulphur Creek, is part of the action area that will be used for equipment and machines. Sulphur Creek is a blue line creek. The action area is located outside the City of Ukiah in Mendocino County. The construction activities include 50 feet beyond the existing perimeter road and are included in the action area. All staging areas will be on existing roadways or compacted shoulders adjacent to the landfill. Please refer to Chapter 5.0 for discussion of these potential effects 1.3.3 Proposed Action—Final Closure Plan 1.3.3.1 Final Cover Design As outlined in 27 CCR, §20950,the primary performance goal for final closure is to minimize the infiltration of water into the waste,thereby minimizing the production of leachate and LFG. The proposed final cover design for the Landfill areas will consist of the following layers, from top to bottom: • Synthetic erosion-resistant layer; • A structured geomembrane low hydraulic-conductivity layer that includes a drainage layer; and • A minimum one foot thick foundation layer. This final cover design for the Landfill areas is an engineered alternative final cover consistent with 27 CCR, §20080. Several factors were taken into consideration is establishing the proposed final cover design for the Landfill,including the geometry of the existing landfill,local climatic conditions,final cover material availability, slope stability, erosion protection, and construction cost. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 3 Jane Valerius Environmental Consulting Page 2692 of 4165 1.3.3.2 Final Grading, Drainage, and Erosion Control The limits of refuse were established from record information and by a field investigation. The proposed final cover system will cover all areas within the limits of refuse. Due to clearance requirements under existing power lines that run through the Landfill area, excavation and relocation of refuse will be required to maintain clearance between the finish surface and the power lines. The excavated refuse will be placed on other(flatter) sections of the Landfill. The Final Grading Plan as shown on Figure 3 (Appendix A) illustrates the final landfill footprint and shows the Landfill configuration following foundation layer grading. Final refuse slopes will have a maximum gradient no steeper than 2:1 (horizontal to vertical). The synthetic erosion- resistant layer will essentially eliminate the discharge of sediment from the Landfill surface as no soil component will be utilized in the final cover design. Proposed drainage facilities consist of a network of benches, ditches and storm drain that drain to 18-and 24-inch diameter corrugated metal pipe (CMP) discharge culverts. To prevent soil erosion in the ephemeral tributary the culverts will be installed with energy dissipaters that measure XX by XX feet. These CMP culverts discharge to the unnamed ephemeral creek channel at various locations along the length of the Landfill's northern boundary. In general,the drainage system is designed to intercept run-off at intervals along the inside edge of berms, benches or access roads. A sedimentation pond is located at the western end of the Landfill to control sediment run-off from slope areas along the western and southern fill boundaries. Three (3) additional sedimentation ponds are also located at the northeastern end of the Landfill to contain sediment run-off from soil borrow areas. Please refer to Figure 2 (Appendix A)for the locations of the respective sedimentation ponds. Access improvements will include placing aggregate base over portion of the existing perimeter road and along benches to provide all-weather access. The soil borrow area will be reclaimed by re-grading and re-vegetating (hydroseeding)with native grasses. 1.3.3.3 Landfill Gas Control The Landfill currently includes a partial perimeter LFG collection system that was installed between the southwestern edge of the Landfill and the property line. In general,the system consists of 17 vertical extraction points installed in native geologic materials and completed at depths ranging from 35 to 133 feet below ground surface. The extraction points are connected to a buried 6-inch diameter,high-density polyethylene (HDPE)header pipe that leads to a vacuum blower located at the western end of the Landfill. The vacuum blower creates a vacuum in the header pipe that draws the LFG from the soil through the extraction points and header pipe, whereupon the collected LFG(diluted)is vented to the atmosphere via a 4-foot tall, 4-inch diameter stack. The system works on the premise that the extraction well field creates a barrier against migration while simultaneously mixing the collected LFG with "clean" soil pore gas that dilutes the LFG to concentrations that can be discharged directly to the atmosphere. As part of final closure, a LFG extraction,collection, and control system will be installed that will replace the partial perimeter collection system. The design for the system has been developed to meet the requirements of 17 CCR, §95464(b). The design flow rate for the system has been established at 35 to 210 SCFM (at 50 percent methane). This range covers the highest anticipated LFG recovery rate based on the most conservative generation model(180 SUM), as well as Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 4 Jane Valerius Environmental Consulting Page 2693 of 4165 some excess to allow for extraction from the final cover system's gas relief layer. In addition,the design range can accommodate lower flows to account for future operations as the generation rate continues to decreases over time. Overall,the LFG extraction, collection,and control system will consist of a series of perimeter and interior LFG extraction wells,associated above ground collection system piping, condensate collection provisions, and a flare station for destruction of the LFG, see Figure 4 (Appendix A). 1.3.3.4 Landfill Leachate Control The Landfill is unlined and is not equipped with an engineered or traditional blanket leachate collection and removal system(LCRS). Instead,leachate collection at the Landfill consists of a series of polyvinyl chloride (PVC)piping and French drain systems installed to collect leachate from seeps occurring along the completed slope faces. Leachate collected by these components is then conveyed by gravity flow to a primary buried pipeline located along the northern toe of the Landfill. The buried pipeline, in turn, drains the leachate westward and ultimately discharges to the leachate management facilities located at the western toe of the Landfill. A description of the leachate management facilities is as follows: • Discharge from the primary buried pipeline is diverted to a subsurface concrete sedimentation chamber equipped with a valved sediment drain at its base. The clarified leachate within the chamber is then discharged(by gravity flow)to an adjacent pump station wet well (identified herein as the "leachate wet well")via a 10-inch diameter overflow line. • Clarified leachate discharged to the leachate wet well is then pumped to a leachate storage tank for temporary storage. The leachate wet well is equipped with two (2)25- gallon per minute (gpm), low-head, submersible pumps that are actuated by high/low water level controls. If the clarified leachate discharge rate exceeds the leachate wet well's pumping capacity(50 gpm),the excess leachate will be diverted to an underground storage tank to be installed as part of final closure. • As noted above, leachate from the leachate wet well is diverted to the leachate storage tank for temporary storage. The leachate storage tank has a 63,500-gallon volumetric capacity and is constructed of AWWA factory epoxy lined and coated bolted steel. As was the case for the leachate wet well,the leachate storage tank is also equipped with a 10-inch diameter overflow line that will divert leachate to the underground storage in the case of an emergency. • Leachate stored in the leachate storage tank is subsequently pumped to a sewer line connection located on Vichy Springs Road via a force main/gravity drain. The force main/gravity drain is constructed of 4-inch diameter PVC and is approximately 5,200 feet in length. The pump lift station for the leachate storage tank is equipped with two (2) 45- gpm pumps (one duty, one standby),thereby giving the system a total pumping capacity of 90 gpm. 1.3.3.5 Construction Quality Assurance The implementation of the Construction Quality Assurance (CQA)Plan will provide documentation that suitable materials and standard construction practices are used to place the final cover and to document that placement is consistent with the closure plan design Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 5 Jane Valerius Environmental Consulting Page 2694 of 4165 specifications in 27 CCR, §20323 and §20324. Elements of the CQA Plan include: project description and definitions,qualifications and responsibilities, requirements for the final cover evaluation,inspection standards,testing frequencies,meetings, and documentation. This information will be collected during construction of the final closure and incorporated into the project's final closure construction CQA Certification Report,which will be submitted to the appropriate agencies for recording and reporting purposes. 1.3.4 Post Closure Maintenance Plan After closure activities are completed,the Final Post Closure Maintenance Plan(FPCMP) for the Landfill will be implemented by the City of Ukiah in accordance with 27 CCR, Chapters 3 and 4, and 40 CFR, §258.61. Post closure maintenance activities for the Landfill will consist of the following: • Final cover inspection and maintenance; • Landfill settlement monitoring and maintenance; • LFG monitoring and maintenance; • Groundwater systems monitoring and maintenance; • Storm water monitoring; • Access roadibench maintenance; • Drainage systems inspection and maintenance; and • Site security inspection and maintenance. 1.3.4.1 Detection Monitoring Program A Detection Monitoring Program(DMP) is currently implemented at the Landfill in accordance with 27 CCR, §20420 and Waste Discharge Requirements Order No. R1-2002-0061 and is anticipated to continue through the post closure maintenance period. The scope of the DMP includes the following monitoring and sampling activities: • Monthly monitoring and recording of leachate discharge volumes. • Quarterly sampling and analysis of leachate samples from the leachate wet well. The scope of analytical testing is in accordance with Table I of Monitoring and Reporting Program No. R1-2002-0061 (M&RP). • Quarterly monitoring and recording groundwater elevations and groundwater flow directions. • Quarterly sampling and analysis of groundwater samples from detection monitoring wells and points of compliance monitoring wells. The scope of analytical testing is in accordance with Table II of the M&RP. • Performance of quarterly statistical analyses of groundwater chemistry data to identify exceedances of applicable concentration limits. • Quarterly sampling and analysis of surface water samples, including semi-quantitative comparisons between upstream and downstream water chemistry data to identify potential landfill-related surface water quality impacts. The scope of analytical testing is Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 6 Jane Valerius Environmental Consulting Page 2695 of 4165 in accordance with Table III of the M&RP. • Performance of monthly standard observations to monitor the conditions of the WMU, the landfill perimeter, and receiving waters. Results and findings from the aforementioned activities are summarized in a Detection Monitoring Report and submitted to the Regional Water Quality Control Board on a quarterly basis. Standard quarterly report submittals include a presentation of the sampling and monitoring procedures (including Standard Operating Procedures),tabulated summaries of leachate, groundwater, and surface water field and laboratory data, statistical analysis results and supporting calculations,groundwater potentiometric surface map, results of standard observations, and copies of Certified Analytical Reports (CARS)and associated chain-of-custody documentation. Annual reports are also prepared that include (in addition to the above information)graphical summaries of monitoring data,an evaluation of the findings. 1.3.5 Extent of Project Effects The construction of this project will involve temporary direct effects. Temporary effects include staging areas. 1.3.6 Best Construction Practices The ephemeral tributary will not likely support water after July of any given year. As a result, placement of rock base below dissipaters will likely not affect stream turbidity. However, small pools may be present and may support special status species. For all areas where rock is to be placed and pools are present,the applicant will capture and relocate any native amphibians found at pools nearest to the rock base placement(within 35 feet or based on a biologist recommendation). Captured native animals will be relocated to the closest pool. 1.3.7 Construction Best Management Practices Construction BMPs will be incorporated in the construction of the project and include, but are not limited to,the following: A.Work is proposed to be conducted outside the rainy season (defined as October 15-April 15), primarily between June 15 and October 15, after the summer season when the creek flows are low,therefore no erosion or sediment control is expected to be necessary. To avoid debris contamination in the creek, a silt fence will be placed parallel to the project area in the creek to contain spoils from drilling and any concrete that may inadvertently drop into the creek during construction. All debris will be cleared out of the creek before the silt fence is removed. B. Roosting and Nesting surveys for special-status species (i.e.,bats and birds)by a qualified biologist shall be conducted at the appropriate times before construction starts to determine occupancy at the site. If no special-status species are found,no further action other than the Best Management Practices identified above are required. If individuals are found,including nesting birds, a buffer zone around the species or nest will be required at a sufficient distance to prevent take of individual plants, or until after the nesting season. C. Due to the potential for special-status species to occur,move through, or into the ephemeral tributary portion of the project area, an on-site monitor, shall at a minimum, check the ground Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 7 Jane Valerius Environmental Consulting Page 2696 of 4165 beneath all equipment and stored materials each morning before construction starts to prevent take of individuals. All pipes or tubing 4 inches or greater shall be sealed by the relevant contractor with tape at both ends to prevent animals from entering the pipes at night. All trenches and other excavations shall be backfilled the same day they are opened, or shall have an exit ramp built into the excavation to allow animals to escape. 1.4 PROJECT ALTERNATIVES There is no project alternative. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 8 Jane Valerius Environmental Consulting Page 2697 of 4165 2.0 STUDY METHODOLOGY This Biological Resource Assessment used the best available scientific and commercial data to evaluate the potential effects to biological resources from the proposed project. Literature review, aerial imagery and field surveys informed the descriptions of the vegetation communities, identification of present and past occurrences of special-status species in the vicinity of the proposed project,the assessment of habitats for special-status animal species. 2.1 LITERATURE SEARCH Information on special-status plant species was compiled through a review of the literature and database search. Database searches for known occurrences of special-status species focused on the Ukiah, Cow Mountain, Purdy's Garden and Elledge Peak U.S. Geologic Service 7.5-minute topographic quadrangles,which provided a 4.8 km (5 mi) radius around the proposed project area. The following sources were reviewed to determine which special-status plant and wildlife species have been documented in the vicinity of the project site: • U.S. Fish and Wildlife Service (USFWS)quadrangle species lists(USFWS 2015) • USFWS list of special-status animals for Sonoma County(USFWS 2015) • California Natural Diversity Database records (CNDDB) (CNDDB 2015) • California Department of Fish and Wildlife's (CDFW) Special Animals List(CDFW 2015), • State and Federally Listed Endangered and Threatened Animals of California(CDFW 2015) • California Native Plant Society(CNPS) Electronic Inventory records (CNPS 2015) • City of Ukiah General Plan Update (2009) • CDFG publication"California's Wildlife,Volumes I-III" (Zeiner et al., 1990) The U.S. Fish and Wildlife Service (USFWS) electronic list of Endangered and Threatened Species was queried electronically( dvv�,,,gov/sacramento/es s__pp lasts-overview.htm).We also reviewed the CalFish IMAPS Viewer (www.calfish.org/DataandMaps/CalFishGeographicData), developed by CDFW Biogeographic Branch for analysis of steelhead Critical Habitat along tributaries to the Russian River. Other sources of information regarding reported occurrences include locations previously reported to the U.0 Berkeley Museum of Vertebrate Zoology and the California Academy of Sciences. 2.2 PERSONNEL AND SURVEY DATES Trish Tatarian,wildlife biologist of Wildlife Research Associates, and Jane Valerius,botanist and wetland specialist of Jane Valerius Environmental Consulting, conducted an initial daytime survey of the project site on April 15 and 29, 2015, from 1000 to 1600. Trish surveyed the trees for suitable bird nesting habitat,potential bat roosting habitat, and analyzed the on-site habitats for suitability for Steelhead, California red-legged frog and fisher. Jane evaluated the on-site vegetation communities for their potential to support special status plants and/or wetland communities. Jane Valerius and Geri Hulse-Stephens conducted surveys for special status plants on April 15, 21 and 29 and May 19 and 22, 2015. A final survey for special status plants will be conducted in June or July 2015. A separate report with the findings of all the special status plant surveys will be prepared once surveys are complete. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 9 Jane Valerius Environmental Consulting Page 2698 of 4165 A delineation of waters of the U.S. was conducted by Jane Valerius on April 29, 2015,with the preliminary findings presented in the Delineation of Waters of the U.S.for the Ukiah Sanitary Landfill Closure Project(Jane Valerius Environmental Consulting 2015). This report will be submitted to the U.S. Army Corps of Engineers (Corps)for their verification as part of the permit application for work to be conducted in wetlands associated with the landfill and in the tributary to the Russian River. 2.3 IMPACT ASSESSMENT METHODOLOGY We examined the on-site vegetation communities,present and past occurrence locations of federally listed species and federal species of concern within close proximity of the proposed project areas,and habitats for special-status plant and animal species. Based on the current site conditions,we evaluated the potential for occurrence on the site for special-status biological resources and used the project description to determine any potential direct or indirect effects. The USFWS, CDFW,and CNPS guidelines for conducting special status plant surveys were followed for the April, and May site visits in that the survey was floristic in nature,with every plant observed identified to the extent necessary to determine its rarity and listing status. Surveys were conducted the using systematic field techniques in all habitats of the site to ensure a thorough coverage of potential impact areas was well documented. We based our determination of whether the proposed project may result in adverse impacts to federally-listed special-status species,based on guidelines established by the USFW under Section 7(a) of the Federal Endangered Species Act(FESA),in which a project that may have an adverse effect impact on listed biological resources must be assessed. FESA states that, "each federal agency shall...insure that any *action authorized, funded, or carried out by such agency (hereinafter in this section referred to as an "agency action") is not likely to jeopardize the continued existence of any endangered or threatened or result in the destruction or adverse modification of habitat of such species."Thus, components of the proposed project were deemed to have an adverse impact on special-status biological resources if they could result in effects as described in the above statement to any listed species or its habitat. We based our determination of whether the proposed project may result in adverse impacts to State special-status species based on CEQA,the CDFW and the CNPS guidelines for special status plants and animals. We also evaluated potential impacts from the project to habitats not occupied by species but for which habitats occurred. 2.4 LIMITATIONS THAT MAY INFLUENCE RESULTS No focused wildlife surveys for this Biological Resource Assessment were conducted; species opportunistically observed during the field survey were noted. As a result,the potential for a special-status animal species to occur in the project area was based on reported occurrences in the vicinity of and habitats within the project area. The limitation of relying on reported occurrences is that not all lands have been surveyed for their occupancy of special status species. As a result, a lack of findings of a species in a particular area may not be result of no occupancy but rather the result of no focused surveys being conducted. For those wildlife species that were present(i.e.,reported in the CNDDB)in the prcj ect area at the time of the Biological Resource Assessment, focused surveys were not conducted. For example,the assessment was conducted in April 2015,but construction is proposed for 2016 and Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 10 Jane Valerius Environmental Consulting Page 2699 of 4165 nesting bird species on or adjacent to the site may change their nesting locations between the survey and the start of construction.No focused surveys for special status wildlife species were conducted given the timeline of this Biological Resource Assessment. Plant species identifiable at the time of the survey were recorded. Focused surveys for special status plant were conducted and will be completed in June or July when the later flowering summer species will be identifiable. Plant species identifiable at the time of the survey were recorded. A list of plant species observed for the April and May 2015 surveys is provided as Appendix X. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 11 Jane Valerius Environmental Consulting Page 2700 of 4165 3.0 ENVIRONMENTAL BASELINE The project area is located within the North Coast Bioregion (Welsh 1994). This bioregion is located within northern California and encompasses the area from southwestern Oregon to southern Monterey County(Welsh 1994). Habitats in this bioregion are delineated by the Pacific Ocean on the west and the Klamath Bioregion on the east and is influenced by the transition from Coast Range montane forest to the dry interior of the Sacramento Valley Bioregion. All of Mendocino County is in this bioregion. Habitats within this bioregion include both mesic (moist) habitats, such as freshwater marsh, and xeric (dry)habitats, such as chaparral, and are typical of a Mediterranean type climate. Average rainfall in the area is 75 inches (Welsh 1994). Located south of Lake Mendocino,the 50-acre project area is located within the headwaters of an ephemeral tributary to the Russian River. It is located north of Sulphur Creek, a perennial creek, which supports steelhead(Onchorhynchus mykiss)and foothill yellow legged frog (Rana boylii). There is no hydrologic connection between Sulphur Creek and the ephemeral tributary located on the northern boundary of the site. Although hydrologically connected to the Russian River, an 8- foot tall cement fish barrier occurs at the Redeemer Road crossing, located approximately 1.25 miles west of the project area. See below under Special Status Species for more details. The Landfill occupies approximately 40 acres of permitted landfill area on a 284-acre parcel having a maximum width of approximately 1,000 feet in the north-south direction and a maximum length of about 3,500 feet in the east-west direction. Existing ground surface elevations at the Landfill range from approximately 710 feet above mean sea level (MSL)near the western footprint,to about 970 feet MSL along the southeast footprint. 3.1 WETLAND AND WATERS OF THE U.S.AND STATE A formal delineation of waters of the U.S. and state, including wetlands, was conducted for the project study area on Apri129 and May 22, 2015 by Jane Valerius Environmental Consulting. A separate delineation report will be prepared and submitted to the U.S. Army Corps of Engineers (Corps)for their review and verification. There are two unnamed creek drainages within the project study. These creek drainages are mapped as blue-line drainages on the Ukiah USGS 7.5-minute quadrangle and eventually flow into the Russian River west of the landfill. The eastern tributary drainage is an ephemeral drainage that has areas of wetland vegetation and areas that are dry with no wetland vegetation. The upper portion of the main drainage that forms the northern boundary of the study area is dry with mostly no wetland vegetation in the creek channel, although this creek has a well-developed riparian canopy cover of mostly willows and does include some valley oak and cottonwood. The eastern tributary lacks any tree or shrub cover with the exception of a few isolated valley oaks. The lower portion of the northern creek channel from the bridge to the western end of the study area has wetland vegetation within the creek bed and within the ordinary high water mark. The northern creek channel varies in width but has an average width of between 15 to 20 feet within the ordinary high water mark. The eastern tributary channel is more narrow and incised and varies from 5 to 10 feet in width,with an average of about 8-feet wide at the ordinary high water mark. Areas mapped as jurisdictional wetlands include the three former sediment ponds that occur within the study area. A fourth pond, identified as the leachate pond,has not been identified as jurisdictional because this pond is part of the treatment system for the landfill, even though it supports wetland vegetation. Seven small seasonal wetland were also mapped. Six of these are in the borrow pit area in the northeastern portion of the study area and one occurs along the Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 12 Jane Valerius Environmental Consulting Page 2701 of 4165 entrance road at the southeastern portion of the study area. 3.2 VEGETATION COMMUNITIES Nomenclature for vegetation types follows The Manual of California Vegetation Second Edition (Sawyer, et. al. 2009)where applicable. Nine vegetation communities occur within the project study area. These are: 1)Avena (barbata,fatua) semi-natural herbaceous stands or wild oats grasslands; 2) ruderal forbs; 3)Nasella pulchra herbaceous alliance or purple needle grass grassland; 4) Quercus douglasii woodland alliance or blue oak woodland; 5)Arctostaphylos manzanita provisional shrubland alliance or manzanita chaparral; 6)Salix exigua shrubland alliance or sandbar willow thickets; 7)Eleocharis macrostachya herbaceous alliance or pale spike rush marshes; 8) Typha angustifolia herbaceous alliance or cattail marshes; and 9) seasonal wetlands. 1)Wild oats grasslands is the dominant vegetation type within the project study area as this type covers most of the landfill area,borrow area and roadsides. The wild oats grassland is mixed in with the ruderal forbs type. The revegetated portions of the landfill have a mixture of non-native grasses and in some areas non-native forbs (ruderal forbs)are dominant. Plant species commonly found in the wild oats grasslands include wild oats (Avena barbata, A.fatua), rip-gut brome (Bromus diandrus), soft chess (Bromus hordaceus),hare barley(Hordeum murinum ssp. leporinum),Harding grass (Phalaris aquatica), orchard grass (Dactylis glomerata), ryegrass (Festuca perennis),tall fescue (Festuca arundinacea) and rattail fescue (Festuca myuros). A few native grass species were also noted in this type including purple needle grass (Nasella pulchra), California oatgass (Danthonia californica)and six weeks fescue (Festuca microstachys). A variety of non-native forb species also occur in this type including hairy vetch(Vicia villosa), cut- leaf plantain(Plantago coronopus),yellow star thistle (Centaurea solsititalis), European umbrella milkwort (Tolpis barbata),yellow glandweed(Parentucellia viscosa), Mediterranean linseed (Bellardia trixago),rose clover(Trifolium hirtum), filarees (Erodium cicutarium, E. botrys), and rough cat's-ear(Hypochaeris radicata). Native forb species included blow wives (Achyrachaena mollis),erect plantain(Plantago erecta), suncups (Taraxia ovata),blue-eyed grass (Sisrynchium bellum), soaproot(Chloragalum pomeridianum),Pacific sanicle (Sanicula crassicaulis), and California buttercup (Ranunculus californicus). 2) Ruderal forbs dominate the area on northeastern portion of the project study area in the flat area of the former borrow pit. This area is dominated primarily by non-native forb species such as European umbrella milkwort,lesser hawbit(Leontodon taraxacoides ssp. taraxacoides), cut- leaf plantain,hairy vetch,yellow star thistle,and rough cat's-ear. 3) Purple needle grass grassland was mapped in several locations in the borrow pit area. Small areas of purple needlegrass occur in other locations on the site but are not large enough to map separately as a stand along grassland community. The areas on the borrow site were large enough to map and identify as a separate plant community. 4) Blue oak woodland occurs along the southern portion of the project study area and also occurs along the northern bank of the unnamed creek that forms the northern boundary of the study area. Blue oak(Quercus douglasii)are the dominant species. Other trees and shrubs noted include interior live oak(Quercus wislenzi var. wislizeni), coast live oak(Quercus agrifolia),black oak (Quercus kelloggii), Shreve oak(Quercus parvula var.shrevei),buckeye (Aesculus californica), madrone (Arbutus menziesii), coyote brush(Baccharis pilularis),manzanita(Arctostaphylos manzanita ssp. glaucescens),toyon (Heteromeles arbutifolia),buckbrush(Ceanothus cuneatus), mountain mahogany(Cercocarpus betuloides) and poison oak(Toxicodendron diversilobum). A Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 13 Jane Valerius Environmental Consulting Page 2702 of 4165 diversity of native grasses are found in this type include onion grass (Melica geyeri,M. torreyana),blue wildrye (Elymus glaucus),Nevada bluegrass (Poa secunda) and native fescues (Festuca rubra and F. idahoensis). Native forbs include blue dicks (Dichelostemma capitatum), for toothed ookow (Dicelstemma congestum), Ithuriels' spear(Triteleia laxa),phacelia(Phacelia sp.), Pacific sanicle, soaproot, Diogene's lantern (Calochortus amabilis), farewell to spring (Clarkia gracilis) and fringed checkerbloom(Sidalcea diploscypha). 5) Manzanita chaparral occurs primarily on the northern portion of the study area along the north bank of the unnamed creek.Whiteleaf manzanita(Arctostaphylos manzanita ssp.glaucescens)is dominant and includes other chaparral shrub species such as toyon,buckbrush, coyote brush, mountain mahogany, chamise (Adenostoma fasciculatum), sticky monkeyflower(Mimulus aurantiacus), and snowberry(Symphoricarpos albus var. laevigatus). A variety of native and non-native grasses and forbs occur as understory species including blue-eyed grass, Douglas iris (Iris douglasiana),phacelia,hound's tongue (Cynoglossum grande),blue dicks,farewell to spring, and Ithurie's spear. 6) Sandbar willow thickets occur along unnamed creek that forms the northern boundary of the study area. Sandbar willow(Salix exigua), arroyo willow(Salix lasiolepis)and red willow (Salix laevigata)are dominant. Other tree and shrub species include valley oak(Quercus lobata), Fremont cottonwood (Populus fremontii),madrone,manzanita, coyote brush,Himalayan blackberry(Rubus armeniacus)and poison oak. Herbaceous wetland plants noted within the creek bed include scouring rush(Equisetum hymale), rushes (Juncus patens, Jmexicanus, J balticus ssp. ater),foothill sedge (Carex tumulicola,pale spike ush(Eleocharis macrostachya) and cattails (Typha angustifolia). 7) Pale spike rush marshes occur along the pond margins along with the cattail marsh types and also within vegetated sections of the unnamed creek channel in the eastern portion of the study area. The dominant species is pale spike rush. Other wetland plants noted include penneyroyal (Mentha pulegium), curly dock(Rumex crispus),umbrella sedge (Cyperus eragrostis),rushes and water plantain (Alisma sp.). 8) Cattail marshes occur in conjunction with the pale spike rush vegetation type and include the same species. Narrowleaf cattail (Typha angustifolia)is dominant and can be a monotypic community type. 9) Seasonal wetlands were mapped in four areas in the eastern portion of the study area. Three seasonal wetlands were mapped in the borrow area and one occurs along the entrance road on the southeastern side of the project study area. Seasonal wetlands occur as relatively small depressions in the flatter areas of the borrow area. The one along the road appears to have developed as a result of water flowing along the inside portion of the roadway. Plant species noted in these areas include penneyroal, cocklebur(Xanthium strumarium), rabbitsfoot grass (Polypogon monspeliensis), small quaking grass (Briza minor), Mediterranean barley(Hordeum marinum ssp.gussoneanum),hyssop loosestrife (Lythrum hyssopifolium)and cut-leaf plantain. 3.3 WILDLIFE HABITATS Wildlife habitat classifications for this report is based on the California Department of Fish and Game's Wildlife Habitat Relationships (WHR) System (CDFG 1988)which places an emphasis on dominant vegetation,vegetation diversity and physiographic character of the habitat. The value of a site to wildlife is influenced by a combination of the physical and biological Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 14 Jane Valerius Environmental Consulting Page 2703 of 4165 components of the immediate environment, and includes such features as type, size, and diversity of vegetation communities present and their degree of disturbance. As a plant community is degraded by loss of understory species, creation of openings, and a reduction in canopy area, a loss of structural diversity generally results. Degradation of the structural diversity of a community typically diminishes wildlife habitat quality, often resulting in a reduction of wildlife species diversity. Vegetation communities are often classified based on the dominant plant species within the community.Wildlife habitats are typically distinguished by vegetation type,with varying combinations of plant species providing different resources for use by wildlife. As a result, wildlife habitats are often classified on a more inclusive manner of the structure of the habitat rather than the specifics of the plant species, resulting in several vegetation communities occurring under one type of wildlife habitat(Table 1). Table 1: Vegetation Communities and Wildlife Habitat Corollary Vegetation Community Wildlife Habitat (WHIR) wild oats grasslands, ruderal forbs Non-native grasslands purple needle grass grassland Native grasslands sandbar willow thickets Valley-foothill riparian manzanita chaparral Mixed Chaparral blue oak woodland Montane Hardwood pale spike rush marshes, cattail marshes, Freshwater pond seasonal wetlands The following is a discussion of existing habitats found on site and the wildlife species they support. Non-native Grassland. Grassland habitat, including native and non-native grasslands,provides both primary habitat, such as nesting and foraging, and secondary habitat, such as a movement corridor. Small species using this habitat as primary habitat include reptiles and amphibians, such as southern alligator lizard(Gerrhonotus multicarinatus),western fence lizard(Sceloporus occidentalis), and Pacific slender salamander(Batrachoseps attenuatus),which feed on invertebrates found within and beneath vegetation and boulders within the vegetation community. This habitat also attracts seed-eating and insect-eating species of birds and mammals. California quail(Lophortyx californicus),mourning dove (Zenaidura macroura), and grasshopper sparrow (Ammodramus savannarum), are a few seed-eaters that nest and forage in grasslands. Insect- eaters such as scrub jays (Aphelocoma coerulescens)use the habitat for foraging only. Grasslands are important foraging grounds for aerial and ground foraging insect-eating bat species such as myotis (Myons spp.) and pallid bat(Antrozous pallidus). A large number of other mammal species such as California vole (Microtus californicus), deer mouse (Peromyscus maniculatus), Botta's pocket gopher(Thomomys bottae), and brush rabbit(Sylvilagus bachmam)also forage and nest within grasslands. Small rodents attract raptors (birds of prey) such as owls, as well as red-tailed hawks (Buteo jamaicensis) and red-shouldered hawks (Buteo lineatus), among others. Black-tailed deer(Odoicoileus hemionus californicus)use grassland for grazing and, if the grass is tall enough,for nesting at night. Coyotes (Canis latrans)and striped skunk(Mephitis mephitis) Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 15 Jane Valerius Environmental Consulting Page 2704 of 4165 also inhabit the grassland. Valley-Foothill Riparian. This habitat occurs along the ephemeral tributary on the northern boundary. The tributary supports insect diversity attractive to a variety of migratory birds and provides nesting habitat. Typically, diverse foraging substrates, such as foliage,bark and ground substrates, increase feeding availability. Birds that forage for insects in the leaves of plants include Bewick's wren (Thryomanes bewickii),and bushtit(Psaltriparus minimus). Bark-insect foraging species, such as plain titmouse (Parus inornatus) and white-breasted nuthatch(Sitta carolinensis)forage for insects in the bark. There are a few species that are adapted to foraging for insects in flight, such as black phoebe (Sayornis nigricans),and western wood pewee (Contopus sordidulus). Generalist omnivores are species such as the scrub jay(Aphelocoma caerulescens)that eat a variety of different foods, from insects to seeds to fruits. Although insects are the primary food source for most species in the riparian habitat,ground dwelling species, such as California quail(Callipepla californica) and California towhee (Pipilo fuscus), are also present in the riparian habitat feeding on seeds. The reduced vegetation along the north bank within the project area reduces the occupancy of the project area by these species but habitat still exists on the south bank to support many of these species. The aquatic habitat of the tributary to the Russian River is comprised of pools up to 2 feet deep on either end of the proposed project area with varying degrees of canopy cover.Along the project area,the majority of the streambed structure is riffles with shallow flows,between 2-6 inches of water, at the time of the survey. The ephemeral drainage located on the north side of the project area does no support steelhead habitat. There is no perennial water and the pools are not deep enough for the water to last for the entire summer period. In addition,there is an eight foot high cement fish barrier at the creek crossing of Redeemer Road. This barrier is part of the culvert system that runs under the roadway. Mixed Chaparral. Chaparral habitat, often interspersed with other habitats,provides foraging and nesting habitat for species that are attracted to edges of communities. These edge community species include California quail, California thrasher(Toxostoma redivivum),mourning dove (Zenaidura macroura), and spotted towhee (Pipilo crissalis),that forage among the leaf litter for invertebrates. Avian species that use the canopy of the chaparral for catching insects include blue-gray gnatcatcher(Pohoptila caerulea), and wrentit(Chamaea fasciata). Besides insects, flowers of the manzanita and ceonothus attract nectar drinkers such as Anna's hummingbird (Calypte anna). If nesting cliffs are nearby prairie flacons (Falco mexicanus)will use chaparral for foraging grounds, as well as sharp-shinned hawks, if water is nearby. Mammals use this habitat for protection and foraging grounds, feeding off new shoots of plants. Black-tailed deer (Odoicoileus hemionius) often feed in chaparral but this habitat supports a lower density than in oak savannah. Other species include brush rabbits (Sylvilagus audubonii),gophers, and deer mice (Peromyscus maniculatus). Small mammals attract predators such as long-tailed weasel (Mustela frenata),gray fox, and bobcat(Felis rufous). Western rattlesnakes (Crotalus viridis) inhabit the warm, dry chaparral community, as well as western fence lizards (Sceloporus occidentalis). Montane Hardwood. The woodlands provide habitat for a variety of species, including refugia for reptiles, such as ring-necked snake (Diadophis punctatus), amphibians, such as the Pacific slender salamander(Batrachoseps attenuatus)and arboreal salamander(Aneides lugubris), foraging and nesting habitat for passerines, and roosting habitat for bats. Smaller passerines, such as black-capped chickadee (Poecile atricapillus),lazuli bunting (Passerina amoena), bushtit (Psaltriparus minimus), oak titmouse (Baeolophus inornatus) and acorn woodpecker(Melanerpes Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 16 Jane Valerius Environmental Consulting Page 2705 of 4165 formicivorus)observed on the site may nest and forage in the woodlands, feeding on insects on the bark.No large cavities that may support the larger raptors, such as great horned owl (Bubo virginianus),were observed in any of the trees in the mixed oak woodland. Other species observed foraging on the site include red-tailed hawk(Buteo jamaicensis),red-shouldered hawk (Buteo lineatus), spotted towhee (Pipilo maculatus), dark eyed junco (Junco hyemalis)and California towhee (Pipilo crissalis). Oak trees on the lower west-facing slopes provide potential nesting habitat for tree swallows (Tachycineta bicolor)and Coopers hawk(Accipiter cooperii). Mammals such as mule deer utilize the understory of this community, i.e. poison oak, and black berry bushes,in the form of shelter and food from the berries. The gray fox also utilizes the poison oak and black berry bushes for food and shelter,foraging on small birds and mammals, insects, fungi and berries. Several of the trees were of a diameter large enough to support roosting bats species, such as long-eared myotis (Myotis evotis),long-legged myotis (Myotis volans),Yuma myotis (Myotis yumanensis), California myotis (Myotis californicus),big brown bat(Eptesicus fuscus), silver-haired bat(Lasionycteris noctivagans)and pallid bat(Antrozous pallidus), a California Species of Special Concern (SSC) species. Lacustrine. Lacustrine habitat(pond or lake habitat) contains standing water,from either a dammed river channel or an inland depression. Sizes may vary from pond size, less than one hectre,to reservoir size, comprising several square miles. Most permanent lacustrine systems support fish,while intermittent forms do not. Lacustrine habitats provide a source of water, and cover within riparian areas. The diversity of habitats typically found around lacustrine habitats provide a higher ratio of edge communities and therefore higher wildlife diversity.Wildlife species typically found in this habitat include amphibians and reptiles, such as Sierran tree frog (Pseudacris sierra), aquatic garter snake (Thamnophis couchii)and western pond turtle (Clemmys marmorata), among others. American bullfrog (Lithobates catesbeianus)was observed and heard in the ponds. High diversity of invertebrate species provides foraging opportunities for a variety of avian species,including red-winged blackbird(Agelaius phoeniceus)and American coot (Fulica americana). Snowy egret(Leocophoyx thula),black crowned night heron(Nycticorax nycticorax)and mallard(Anas platyrhynchos)may also forage and nest in this habitat. Mammals common in this habitat are meadow vole (Microtus californicus) along the edges of the pond area, raccoon (Procyon lotor)that may forage on eggs and invertebrates,with striped skunk(Mephitis mephitis)and gray fox(Urocyon cinereoargenteus)using the pond as a source of water. This habitat provides important foraging and drinking areas for aerial and ground feeding insectivorous bats, such as Myotis species and pallid bat(Antrozous pallidus) 3.4 WILDLIFE MOVEMENT CORRIDORS The proposed project site is located within the Central Coast Ecoregion which supports a wide range of connectivity areas that include natural landscapes that act as corridors to allow for wildlife movement, as well as interstate connections that act as barriers to movement(Spencer,et al. 2010).Wildlife movement includes migration (i.e.,usually one way per season),inter- population movement(i.e., long-term genetic flow)and small travel pathways (i.e., daily movement corridors within an animal's territory).While small travel pathways usually facilitate movement for daily home range activities such as foraging or escape from predators,they also provide connection between outlying populations and the main corridor,permitting an increase in gene flow among populations. Barriers to movement include those structures that impede such movements, such as large scale development or major highways with no undercrossings. Roads cause habitat fragmentation because they break large habitat areas into smaller habitat patches that support fewer individuals,which can increase loss of genetic diversity and risk of local extinction. Additionally, roads may prevent access to essential physical or biological features Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 17 Jane Valerius Environmental Consulting Page 2706 of 4165 necessary for breeding, feeding, or sheltering. As described in the California Essential Connectivity Project(Spencer, et al. 2010),the study area is located in North Coast Ecoregion (Fig. 3.2, Spencer,et al. 2010). The natural drainages in the immediate area(e.g., Sulphur Creek)flow west into the Russian River which then flows south and west into Pacific Ocean. The Study Area is considered to be within the 4615 Natural Landscape Block(defined as relatively natural habitat blocks that support native biodiversity)that occurs within the Cache Creek and Russian River watersheds. The study area is located in the 436 Essential Connectivity Area(defined as areas that are essential for ecological connectivity between blocks) (Fig. 3.4, Spencer, et al. 2010). The ephemeral tributary to the Russian River is not considered a movement corridor for fish, such as steelhead, due to the road barrier at Redeemer Road. See under special status species for a specific description of the barrier. Amphibians, such as foothill yellow-legged frog, and mammals, such as striped skunk may use the creek as a movement corridor. Movements by these wildlife species occur between habitats in the Russian River, located downstream, and the ponds located upstream at the headwaters of the creek. The creek provides cover from predators while these movements are being made. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 18 Jane Valerius Environmental Consulting Page 2707 of 4165 4.0 SPECIAL-STATUS SPECIES AND THEIR NATURAL COMMUNITIES 4.1 REGULATORY REQUIREMENTS 4.1.1 Federal Endangered Species Act (FESA) To determine whether the proposed project may result in adverse effects to federally listed species,the criteria used was based on guidelines established by the USFW under Section 7(a) of the FESA, in which a project that may have an adverse effect on listed biological resources must be assessed. FESA(16 U.S. Code [USC 1531-1544)provides for the conservation of species that are Endangered or Threatened throughout all or a significant portion of their range, as well as the protection of habitats on which they depend. Section 7 requires federal agencies to consult with USFWS or NMFS, or both,before performing any action (including actions such as funding a program or issuing a permit)that may affect listed species or designated Critical Habitat. The section 7 consultations are designed to assist Federal agencies in fulfilling their duty to ensure federal actions "do not jeopardize"the continued existence of a species or destroy or adversely modify Critical Habitat. The USFWS defines temporary and permanent effects as areas denuded,manipulated, or otherwise modified from their pre-project conditions,thereby removing one or more essential components of a listed species' habitat as a result of project activities that include,but are not limited to, construction, staging, storage, lay down,vehicle access,parking, etc.According to the USFWS,temporary effects are limited to one construction season and,at a minimum, are fully restored to baseline habitat values or better within one year following initial disturbance. Permanent effects are not temporally limited and include all effects not fulfilling the criteria for temporary effects. 4.1.2 Federal Migratory Bird Treaty Act The Migratory Bird Treaty Act(MBTA) (Title 16, United States Code [USC],Part 703) enacts the provisions of treaties between the United States, Great Britain, Mexico, Japan,and the Soviet Union and authorizes the U.S. Secretary of the Interior to protect and regulate the taking of migratory birds. It establishes seasons and bag limits for hunted species and protects migratory birds,their occupied nests,and their eggs (16 USC 703, 50 Code of Federal Regulations [CFR] 21, 50 CFR 10). Most actions that result in taking of, or the permanent or temporary possession of, a protected species constitute violations of the MBTA. The MBTA also prohibits destruction of occupied nests. The Migratory Bird Permit Memorandum (MBPM-2) dated April 15, 2003, clarifies that destruction of most unoccupied bird nests (without eggs or nestlings)is permissible under the MBTA; exceptions include nests of federally threatened or endangered migratory birds, bald eagles (Haliaeetus leucocephalus), and golden eagles (Aquila chrysaetos). USFWS is responsible for overseeing compliance with the MBTA. 4.1.3 Magnuson-Stevens Fishery Conservation and Management Act The Magnuson-Stevens Fishery Conservation and Management Act(MSA)(Title 16, United States Code [USC],Part 1803), as amended by the Sustainable Fisheries Act of 1996 (Public Law 104-267) enacts the provisions of sovereign rights and exclusive fishery management authority over all fish,and all Continental Shelf fishery resources to promote the protection of essential fish habitat. The 1996 amendments to the Magnuson-Stevens Act set forth a number of new mandates for the National Marine Fisheries Service (NOAA Fisheries), eight regional fishery management councils (Councils), and other federal agencies to identify and protect important marine and anadromous fish habitat. The Councils,with assistance from NOAA Fisheries, are required to Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 19 Jane Valerius Environmental Consulting Page 2708 of 4165 delineate EFH for all managed species. Federal action agencies which fund,permit, or carry out activities that may adversely impact EFH are required to consult with NOAA Fisheries regarding the potential effects of their actions on EFH, and respond in writing to the NOAA Fisheries' recommendations. 4.1.4 Army Corps of Engineers The Corps takes jurisdiction over navigable waters of the U.S.,their tributaries and any adjacent wetlands. For tidal waters,the Corps jurisdiction extends to the high tide line or when adjacent non-tidal waters of the U.S. are present,the jurisdiction extends to the limits identified for non- tidal waters of the U.S. For non-tidal waters,the Corps jurisdiction extends to the ordinary high watermark or, if wetlands are present,the jurisdiction extends beyond the ordinary high water mark to the limit of the adjacent wetlands. When the water of the U.S. consists only of wetlands the jurisdiction extends to the limit of the wetland. Under Section 404 of the Clean Water Act the Corps regulates the disposal of dredge or fill material into waters of the U.S. This includes all filling activities such as utility lines, outfall structures, road crossings,beach nourishment, riprap,jetties, and some excavation activities. Under Section 10 of the Rivers and Harbors Act of 1899 the Corps regulates all structures and work within tidal waters and freshwaters that involve dredging,marinas,piers,wharves, floats, intake and outtake pipes,pilings,bulkheads,ramps, fills, overhead transmission lines, etc. Under Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 the Corps regulates ocean discharge of dredged material. 4.1.5 California Endangered Species Act (CESA) The California Endangered Species Act(CESA(FGC §§ 2050-2116)is administered by CDFW. The CESA prohibits the "taking"of listed species except as otherwise provided in state law. The CESA includes FGC Sections 2050-2116, and policy of the state to conserve,protect, restore, and enhance any endangered species or any threatened species and its habitat. The CESA requires mitigation measures or alternatives to a proposed project to address impacts to any State listed endangered,threatened or candidate species, or if a project would jeopardize the continued existence of any endangered or threatened species or result in the destruction or adverse modification of habitat essential to the continued existence of those species, if there are reasonable and prudent alternatives available consistent with conserving the species or its habitat which would prevent jeopardy. Section 86 of the FGC defines take as "hunt,pursue, catch, capture, or kill, or attempt to hunt,pursue, catch, capture, or kill."Unlike the ESA, CESA applies the take prohibitions to species under petition for listing (state candidates)in addition to listed species. Section 2081 of the FGC expressly allows CDFW to authorize the incidental take of endangered,threatened, and candidate species if all of the following conditions are met: • The take is incidental to an otherwise lawful activity. • The impacts of the authorized take are minimized and fully mitigated. • Issuance of the permit will not jeopardize the continued existence of the species. • The permit is consistent with any regulations adopted in accordance with§§ 2112 and 2114 (legislature-funded recovery strategy pilot programs in the affected area). • The applicant ensures that adequate funding is provided for implementing mitigation measures and monitoring compliance with these measures and their effectiveness. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 20 Jane Valerius Environmental Consulting Page 2709 of 4165 The CESA provides that if a person obtains an incidental take permit under specified provisions of the ESA for species also listed under the CESA,no further authorization is necessary under CESA if the federal permit satisfies all the requirements of CESA and the person follows specified steps (FGC § 2080.1). 4.1.6 California Fish and Game Code The California Constitution establishes the California Fish and Game Commission (Commission) (CA Constitution Article 4, § 20). The California Fish and Game Code (FGC) delegates the power to the Commission to regulate the taking or possession of birds,mammals, fish, amphibian and reptiles (FGC § 200). The Commission has adopted regulations setting forth the manner and method of the take of certain fish and wildlife in the California Code of Regulations, Title 14. 4.1.7 California Fish and Game Code- Species Protection The FGC establishes DFG(FGC § 700)and states that the fish and wildlife resources of the state are held in trust for the people of the state by and through DFG(FGC § 711.7(a)).All licenses, permits,tag reservations and other entitlements for the take of fish and game authorized by FGC are prepared and issued by DFG(FGC § 1050 (a)). Provisions of the FGC provide special protection to certain enumerated species such as: § 3503 protects eggs and nests of all birds. § 3503.5 protects birds of prey and their nests. § 3511 lists fully protected birds. § 3513 protects all birds covered under the federal Migratory Bird Treaty Act. § 3800 defines nongame birds. § 4150 defines nongame mammals. § 4700 lists fully protected mammals. § 5050 lists fully protected amphibians and reptiles. § 5515 lists fully protected fish species. 4.1.8 Regional Water Quality Control Board The nine state Regional Water Quality Control Boards regulate Section 401 of the Federal Clean Water Act(CWA). CWA Section 401(a)(1) specifies that any applicant for a federal license or permit to conduct any activity that may result in any discharge into navigable waters shall provide the federal licensing or permitting agency with a certification that any such discharge will not violate state water quality standards. The Regional Water Quality Control Boards (RWQCB) administer the Section 401 program with the intent of prescribing measures for projects that are necessary to avoid,minimize, and mitigate adverse impacts on water quality and ecosystems. The jurisdictional extent of Section 401 water quality regulation is typically the top-of-bank for creeks and streams. The RWQCB has jurisdiction under the State Porter-Cologne Water Quality Control Act which provides the basis for water quality regulation within the state of California. This act allows the State Water Resources Control Board (SWRCB)to adopt statewide water quality control plans or basin plans. The purpose of the plans is to establish water quality objectives for specific water bodies. Most of the implementation of SWRCB's responsibilities is delegated to the nine regional boards. The SWRCB, acting through the RWQCBs,must certify that a federal wetland permit action(i.e. Section 404 CWA permit or Section 10 of the Rivers and Harbors Act, described above)meets Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 21 Jane Valerius Environmental Consulting Page 2710 of 4165 state water quality objectives. Under the Porter-Cologne Water Quality Control Act,wetlands and drainages that are considered waters of the United States by USACE are also classified by the state as "waters of the state". The jurisdictional extent for creeks and streams is typically the top- of-bank; however, it can be extended to also include a buffer in riparian settings.No standard buffer distance is described in this law,and is usually at the discretion of the regulator assigned to each case. The selected minimum buffer distance is usually the minimum distance necessary to protect the creek from nearby construction effects,based on proposed type of construction activities and proximity of the creek,type, stability, and depth of creek channel, and overall potential for adverse effects (including protective measures). 4.2 SPECIAL-STATUS SPECIES REVIEWED For the purposes of this Biological Resources Assessment for the Ukiah Sanitary landfill Closure project, special-status species include those that are federally listed as Endangered, Threatened or Proposed for federal listing(candidate)under the USFWS. Other species also evaluated in this Biological Assessment include non-listed federal and California Species of Special Concern (SSC) and those species that fall under the jurisdiction of the USFWS such as the Migratory Bird Treaty Act(MBTA) and the CDFW, such as CEQA Section 15380(d). Impacts to special-status species were assessed if (1)those species occurred in habitats similar to those of the landfill project area,and(2)were known to occur within the project area represented by the Ukiah 7.5-minute topographic quadrangle and within 5 miles,which includes the Cow Mountain, Purdy's Garden and Elledge Peak topographic quadrangles. Federally Listed Plant Species. Review of the USFWS (USFWS 2012),the CDFW, and the CNDDB (CNDDB 2015)revealed that nine (9)federally listed plant species, one (1)federal candidate,three (3) state-listed species and twenty-two (22) CNPS ranked species have potential to occur in the area. Please refer to Table 2 for a list of these species. None of the federally listed plant species were observed on the site nor or are expected to occur due to lack of suitable habitat. There are no coastal dunes, coastal prairie,coastal scrub, coastal bluff scrub,volcanic ash flow vernal pools, lower montane coniferous forest,upper montane coniferous forest,North Coast coniferous forest, or closed-cone coniferous forest, within the project area. In addition there is no serpentinite , substrates that would provide the type of microhabitat needed for some of the listed species. Special Status Plant Species: All of the federally listed species are also state-listed species,except for Red Mountain stonecrop (Sedum laxum ssp. eastwoodiae)which is a federal candidate for listing with no state listing status. The remainder of the plants in Table 2 are either CNPS Rank IA, 113, 2B or 4species (Table 2). These species are protected under CEQA. As stated above there are no coastal dunes, coastal prairie,coastal scrub, coastal bluff scrub,volcanic ash flow vernal pools,lower montane coniferous forest,upper montane coniferous forest,North Coast coniferous forest, or closed-cone coniferous forest and no serpentinite within the project area that would provide habitat for many of these species. Two of the CNPS Ranked special status plants are considered to have a moderate potential to occur: Koch's cord moss (Entosthodon kochii); and Toren's grimmia(Grimmia torenii). No special status plants have been identified as part of the April and May plant surveys but one more survey will be conducted in June or July. Once the surveys are complete a separate plant survey report will be prepared. If any special status plants are found, once surveys are completed,they will be recorded and report in the special status plant survey report. 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U) U C� coW Z-- Z-- m m v m L�L W p Z m W U U U U U W U U O co U U w w w U w U L~i w O LL LL LL LL LL LL U N O E c m E E o f a) 3 0) o .� o � � m vNi �i m m U m m m U� O mU c E OL � o u 0 0 0 � O U n E a) m E m m s L n o E � nn cm a O E cn E M N O � Y = a) O o o � } o mti Cl) U o a) LL of I: J co Q U 6 ic Co Q a> co O Y .0 D m $ \ % n 7 ) & § Et / / \ \ /- & & E R E & / 5 5 2 § 3 5 / 3 / 3 % / 0 § 0 2 2 ® - a f // 7 2 % -0 % -0 20 ® U) f E2 E2 q \ \ } f o o r z o 0 z 0 z Co o O a = z z f -0q z fq fq ® \ gz a a = a _ _ \ _ + + ° a) 5 / © L ®2 0 0 « _ « 0 0 0 ° m \ o z z = § / z 7 / } _ % 7 § k / 2 +0 co + � 0 0 0 f > \ E k 3 \ I q E _ _ a a -0 & Cl) G M W * * _ 0 O 7 E 7 / ¢ / / / \\ � > ƒ ` / / aR / } ` _ / E E a - / j Cl) \ / � ` � � c § / k / / / � � � 2 � E - � / / / / / 2 > \ / I % IS � � ` _ \ $ / Jf ? o # r � G ui / / \ " 0 < a) 0 2 : o) so a / 2R2 a � G a / « 0- 0 o � o o - .- * a) - _ » _ / = 3 % z 777 � \ / � 7 \ 7 \ a)0 \ / \ Cl) § /) / � [ G -a2e # ' § _ ` = o ± § / E og » \ » > k � '- G \ \ » $ Eoa \ AJE# ® ° ® j 777 C ° © 0E » ® & \ qe _ > 42 4 E -0 0 - « 43 < \ = a) / j £ 6 £ + .- m ® � ƒ Eo tea R U)> \ \ \ ƒ ) \ \ &/ b ƒ) a / w� g g % c tf ® / § % : e { \ \ @ 2- 2 \ } / § E )\ 0 C � 2, Cl) I I Cl) ® % \_ ƒ b k G 2 \ \ R t \ \ / f © C) ƒ ƒ � ° a 9 � ® \ \ g 9 g = E 0 o m k 2 \ _ ° } § yr % 2e � k / G ° G a /< E E e \ o o > o = / > ® ` % § / » y e '« § = o k k 0 0 . ® 0 = o E Ea ) E _ _ / = m o o e = e = E g G 2 / 0 } 3 / G 2 - 3 e ) \ ° a 0 2 0 § o " ® O R ® m \ 9 » ® 'i / % 0 E \ « & S E \ E § 0 0 \ \ / \ \ / E e 7 3 G 3 E 2 ® > # ± Cl) o } % ` % & e = _ » o > 0 V; _ - J m > ( > G ¥ \ ® -0 \ m 0 a j / z z z > § z a < \ = 5 < = 2 � 2 2E LO 0 cv o c T a> m o Z) o c n 0) o m -0 O m m Ems � � � � � � ai ai mo c � m m c � m co U m 0) FE .E -o� o? +> � � m 0 OO O Oco co c Z) m E : p p _0 m m � o oQ E p u) = � Co ec cio gym 0 o� O ppm 0) �O � ) o of m c m m mour� o � o� mm me oc c i w o a_ 0 -0p p M m co o Z Z com a> co of o c p ai CE O m pco Z Z o Z o o U � > z 2! c co m � m m m m Q m Q m m m U mO� � p E vi o.. oo 0-2 E E 0o m .= Yoao -oomo OoUf � mn Yo LO om m m _0 wmm >vi >& o E ocp� Nm -0 a) mE �3� � >> > a> E ccur�uri E' c pUSnU i a) � -0 a) c oc o � w o � p (p0 0 > m .mp p U c 0) p c a) � o o m � > m ow i — � a)a � � c � co _0 w 7 0 LO c4 O Qwmp 0 i p (O COo 0 7 O � E o o c U) m 0- CN > ^ o �, E m m U � 7 Eco O n m p m En °� > — � Q � �� a� o � oo 0LL! 0EEa—>i Q `m >m N mm F n , a> O -0cm w > Q Cl) a> wm Z m o U m > p U gyp 0 --) jp a> 0) E ni a) E U U C Qc m Qmco _ � ; n � 0 � E O OEna> o m oE Um �o � o m o v E0U m E U U) U () coY m m m m m m m U6 LLLL 0 z m N N U Cl) U U of O D U � O N E C N O O5 Yu)!E0E E m U o-0O O E -CO 0) c - E o =C mf UNO Q00 E c �O OU a> o � p m o U) O E �E X O NNNa) = N m Oo Cl) U Mp 0 Q w O co o U V E LL 0) co O Y .0 � m LO 0 LO _0 -0 -0 cq � � jai cm � N (3) o > m m 0 0 0 cn ai m ai c a, i> c c c vi -0 .� c m o o m m >, co 0 0 c �. 2 co U) o 0-o a) U a) � c 0 m O E 0 o � m m � Z Z � o � _ 5 � U) o 0) y 0 0m � � o- 0 ai z o �° � � m Q L 0 m � � � > o U m m e c m L w o0 0 o s a) � om o s cocN N m Z m m m m m Nco N c o -0 ai co o z o 0 o Zm om ,Q) > c co 3 m � m m 0 E ai 0 mo � - E 0) mo � � mm2E a) > o � �' o 0 0 > 00 Ea) a) m o ac°io Q a) CoE �� o m vi E � E — — 00 m E m � m6 — m aio- � o > 0 n E m > _ 0 -0 0 c- > _ 0 0 � m o m c' 0 0 �.cm m � � Q �.c E .. 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E c Q a) 0 — U) -0 m 0 0 m 0 = T� 2M > � o2 U mm � m0 m oU) 0 -0 0 aim `m �'� mm E m0' o- mm o vEi000 I mE � o z Ua) UE o U o U m C) C) 0 m m U) j \ Cl)m s m m m m m m Q m c m w 0 Z m N U co U U of O D U � O N m m m m Q Y o m o U) 0 E C E m c c Y o 0 0 m c c o 'm a) Z Z 0'm c m 0 m E E m 0 0 � > N L 0 c m m m m o m m m 0 m m -0 U) 0 o m m E 0 � � � 0 m U O c E mo o m o s -0 o � = cn m E 0 c — 0 0 — 0 0 o m e 0 a) C) o o °� o " m m m U m L m °� o 0 Cl) U N a) m = O o m m E _0 m m co Co E 6) 0 _ m Y J = m m J .v = O a) Z L O) U = co O Y .0 � m $ \ 0 _e _ _ _ � _ _ & -0 k \ / � ( 7 \ \ 0 / -0 § \ \ 00 % % 2 ° a \ 0 ® 0 ® = z 2 a) a) 0 a) ® ] \ 2 o ( ƒ / § 'U) _ _ _ § $ _ § ƒ U) E / f / \ »7 e § p Co 0 0 3 # = aq -) � # _ ® \ / 2 -0 2 f -0 / 7 o = m 0 0 = 0 0 co & > § a) > a) a coo \ \ 0k / \ _ k 3 \ I q E _ ( f j � � _ / k c -0 _ \ a / / a ) E -a § y7g G ± \ oo / / o < E / g � / 2 / Z \ / oo / 75 ® R a = o . /_ / \ / � G 3 � ) � k a/ G = .§ r aE0" & © »o Ga § /+ ' ® -£ - e / e o - / G2 e = = : g = > ® § § % k o - ya)0 R � EB $ 7 7 ¥ E2 $ � 2 $ 4E 22z ~ :g _ e e .- \ '§ § e / 20U) ° 2 ƒ \ § 2 cicl = eC) / I _ . . =-0I 0 dE oa /\ /Q Qo \ 00 oo ± cl .2 § ) \ / cl E E8 / =\ } ƒ d A A o .- 2 2 2 © @ » 2 co < I I 12 \'§ \ / % \ \ ƒ 0 Z G e e § / $ Cl) / / a \ > \ > a @ cl cl cl 0 2 0 _ o ƒ i 2 2 ƒ ƒ ƒ ® o \ / E d d d / § \ \ E E \ § \ \ .5 f ® e e a § a \ IB®\ \ cl\ ® / \E !.5 E= o mo ƒm + w \\ 6 \ Cl) E % d C \ d LO 0 0) N C (3) 0) � O C C O coU c a� o E � c y O '> 2w m N a) co .� Q) L \\cu a_ 0 cu co 0 U +� O U N cl cl cl to O U 'C 'C U N � O U cl O o Q P- P- O L U O 4 0 a 0� cFu cu � U J . x x c O Special Status Animal Species: Of the 19 special-status animal species identified as potentially occurring in the vicinity of the Ukiah Landfill Closure project area, including a 5 mile radius (CNDDB 2015, USFWS 2015), several additional species have potential to occur on or near the site based on the habitats present(please refer to Table 3). Other species prominent in today's regulatory environment,but with low potential to occur on the site, are also included in the table. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 29 Jane Valerius Environmental Consulting Page 2718 of 4165 LO 0 rn C4 c c aj c O m N U N co O L L L U U a) O .O 'U y a) a) O a) N N N Q Q Q N fn N Z Z E O O N O O CC C 6 6 6 N N � 'i p N V U i. U) U) U) I m z co CO U O O O z ?� Q C O O ai c O � m m m ai ai p n ai v E c U c U c � c c z m E c L c ++ O � o � o � O O O cB 0 Q) N c B: Q� w � `� m m m m m m m m Q Q Q Q Q Q Q cu _0� E� m> ° .� � cm om m Q�� '�U) O -0 o m �� D p U m 0 � CL O Cl)UDC rn N Eoo > oU� n Ev O � U _ NCT o a� U a> m m �' — j Z . c Cl) m m m CL O Yew O O U c o m m � � � LO J E � � m � � U � mmU)i E0MW � � � c0C-) w �, p c E �_ a) Co a) C) a, p E mw CC Q Q m U m 7 (6 m LL Cl) p m N > ) O p m (h O O w N m O N O -0 m N N O 7 N co ' N N LL C Q L C L N m m jn ((U C (� O N E _ CO N C7 0) m F- — m m m E E _0 N O - C:ni m U � � ac) c C-)c° � 0 oic 0) o .o � m:E CUm ETmcm Oo 0 � p � O — m Cl) oa) p oa)° ` o > 0 p� m > a) m o > Eom m Cl) �Q p p � � c o N n a) n x > EE m � �� m mm p a) -0 O m > E m cE N Oa) p Q z C: m 0m O o � o 2 m — a> � aci >a) U m C-) Oa) Eo i m J a p 0 vbA Q Q Z � Q U m o U o Cl) O � U) OCl) pO E E Y O J o w O m ii c� c� C O U) � w w U co Cl) U w w 0 a) O N a � N mew U vi cn M > Q m m co mm3� c Q U, a, w � o pin a) cEo cEo U) c N — N Z) U U n N ) m E t t C) L Ei . J Em > m m C)N c m U m ui =c O O p � a " . E m oU U � � - mY E E m ° Eo� o mT E°E UE S O0 o- > ca vUU m C) Jcn 0) U U U D U D CU O �C .0 � m LO 0 0 N ai C4 CV c c .N c c c O m 0 c c c c co 'cj O N O N O N O N Q N C O N N N N N N O -t�O Q M Q 6 Q -t�O Q O Q Co C) 0 0 = O 0 0 0 co � Z Z Z Z 0 o Z) O Z o 0 o i s O Z 0 Z Z Z N O Z y .; c � W � N � a •L Q Q Q Q Q c co m � a3 vi vi c 06 Q Y o Cl) E a`)) E 'm �_ � aoi a3a' oc com c 0 0 �.� N 0 � 0 voi 0 0)_0LL _ m E Cl) n a3 0 0 0 a c � � > o � °6 0 m .� � � o x 0 c o � o 0 � _ Qo m �� c m � ._ � m Z) � o m m 0 a> c E :U � � .o 0 0 m m C � o 0 0 � � oo � � � 0 c � Qm m C: �o c m m a� c o ' U) _0 m ma3 � a�'i -0 � OEo3 DY E � U0E oa� mE' H c _ E " Q 0 0UT m _ Q 0 N 0)� Q m m O N O _0 C: (E6 p�'O N O L a) O jn ~ Q co U Y 0 0 E O- N 0)a-- N U) E a�i a0i Q o E � � a� E � � �° o � o ai 0 _0 > Y U) 0) > a> O Q o c a> -0 o c c �' o a3 (n 0 m 0 a3 s 0 Z a3 o m ' 0 m E m -0 0 0 0 ��; U) N c m N O O O o t N i) t N c� o c� c06 N O vOi c c mY oU) ai ; � m _0 a) °� `m 0 Q w .ws 0 'Qc Q � 0 0 � 0 c 0 O n n m 0 m a� -0 � 0 0 a> C: m 0 0 mm E U E o m- � E � � 0 �� � o m m 0 n c � cn vi c 0 0 '0 0 .� > _ n 0 c c � -E � � � � 0 m E c° nH o � : 0 . off o � 4 O 0 Z) a) Z - 0 0 0 0 0 0 0 0 0 0 0 W a> o m o � 0 C � uj 0 `o 4� 0 c c -0 E a> c c 0 }? U a z0 0 0 � aj0U) a3 O Z � O m L U J C O OU a3 O 0 w w m U U (n co LL U LL LL 0 E c N a cn o0 � � U) 00 _ � 0 � m 0 ._ a3 a3 - zz 5 Z) " � .� = m m o ti � c o " E 0 0 U O c0 tom Em `0 mmaa) �-0 � m a � � — N 0 � m � � � `>, E 0 _ E0m � 0 ; � m E � m °� � z) c� OU c� c a � E .a) E O -2 U a3 N U a) O a3 a3 C O U O m m T E 0 0 O L ' Q Y co Uc� Em � oco O � .0 o a CM U } U Q ca O Y .0 � m LO 0 N C4 C N U �_ C ai Q) � '� � "O C O U O N O a) C C O 'O C U L C C C Oi co , U) O N a) c Q (6 C Z a) O Q) fn 0 N p O C L O Q U 6 ) U) U) UO U +-� O O C 6 Q C p O N y c U O Q a) O O) a) a) p a) � p O U a` o z � om z z = z N0 J J O O co c cl� W U) N U) U) U) U) U) U) U) U) Q Q Q Q ai c a) 0C )Na) LDO-0 � C + a) -O U Q a) -O O N O OU)Y mY -p T C: U) 0- 6 U) n 0 N O N m O a3 7 O L O ) O > > z U -O a3 a) L O O � O 7 L mo 2 � � � c � °� of 0) U) �° a) o � > Q wo ( u) -2 � ' O Q U E O c a) � co a) U -) V m .o m Q oEE oo '> o .2 -0 0mx U'U) Em a) io a) � c � o -0 oZEon 'az Q �oerO in U o Yco -0 o m 0) � O o U) � �O o �m cm O -O .0 O a3 O U N C = fl E a) � c - N o m c 6 O O O O O a--� T LO Q E 0 O) U L C 'O a) T O a) 1 O a) i .� a) O m — O O O i >+ O — O O a) a) O a3 a3 C O aO+ O U 0)'5 N > o o u) n o > o U O U) Co U 3 co a_ m m m co co O co U Co co U m c D \ \ co 0 a) O a) N Y � N 0 0 m c U) U) o Q a) o o° Q m c i � c o Qs a`) 6 c a n = N Ec > � m EvEi �' .� om mom po 0E � � N � � o � — o � Ev � � � � c � Eun3i 0o Ucn ow � Q � m U m U)ma Q CM 0 Cl) of 0) ca o Y .0 � m $ \ % / c c A 5 e \ \ t \ t a) / o ( R U ƒ \ \ U 2 j � } Z } / / / � / \ \ ) § � ® � Q $ 3 E 2 ƒ $ § \ 5 \ \ R ? � \ \ \ \ } ° o _ � \ � G 3 \ & ) \ � / _ co _ § ® c etg ya e ƒ } 3 ƒƒ / \ \ \ ` e e * o ƒ g ® a) c- -0 t t � ( § ƒ GU) 20 / e _ §� � 0 -\ C - \ co « z / m @ r z f � / a) cu k m ® CC,,® � / e » a 3z) 7 .\ f ° ® ^ n '/ \ » 7 » 0 ® _0 § ' ./ e § % c 5 0 § \ � / I � 77 .p \ g A 2 \ � E ƒ 2 A ƒ ° ƒ / Cj = 4 @ q / @ CA G 2 0 ? 2 ;a ) ° / o % $ - w Q o § Cl) e e o R z b Cl) / \ u \ \Cl) - .E 6 / £ 6 ° ® / © = 0 2 2 2 \ @ \ ƒ ° o 0 to x \ ƒ ƒ 2 / CZ CZ CA \ _0a) CAo = m o _ m -0 § = o ( ( \ \ g , 2 ± % ! ! ! ! \ ! ! ! \ B z z / > c ® % � c § ./ O R § / k G % \ 4 U — [ \ : \ / \ R Q e Q Q e \ § \ / $ \ i k f 6 w w w 2 ƒ @@@ e Q \ \ $ 2 = 5 = 2 % d The following is a discussion of species having potential to occur on site and/or are species that are prominent in today's regulatory environment, such as the California red-legged frog. This document does not address impacts to species that may occur in the region but for which no habitat occurs on site. 4.3 FEDERALLY THREATENED AND ENDANGERED WILDLIFE SPECIES Steelhead (Oncorhynchus mykiss irideus) Central California Coast Distinct Population Segment Status: federally listed Threatened in 1997. Critical Habitat was designated in 2005. Description: The steelhead,also known as coastal rainbow trout,has a more rounded snout,with a bright pink stripe along the lateral line with spotted dorsal fins and a square or slightly forked caudal fin(Behnke 2002). General Ecology and Distribution: Winter steelhead enter streams from the ocean when rains have increased the stream flows (Moyle 2002). Spawning typically occurs in tributaries to mainstream rivers, after which they return to the ocean. A key characteristic of all breeding streams is cool temperatures,typically between 0° Celsius (winter)and 26°-27° C(summer) (Moyle 2002). Higher temperatures may reduce oxygen levels that are not population sustaining. Different size classes require different microhabitats that are defined by depth,water velocity, substrate and cover(Moyle 2002). Occurrence in the project area: Although the ephemeral tributary is hydrologically connected to the Russian River,an 8-foot tall cement fish barrier occurs at the Redeemer Road crossing, located approximately 1.25 miles west of the project area, and is identified in the California Fish Passage Assessment Database as Number 23 (Passage ID 25199)in Mendocino County(CNDDB 2015). The crossing has been identified as "RED: the filter determined this crossing fails to meet fish passage criteria for adult steelhead and all age classes due to the extremely perched outlet (more than 7 feet)."No further action regarding this species is required. California red-legged frog (Rana draytonii)(CRF) Status: federally listed by as Threatened with associated critical habitat and is classified by the CDFG as a State Special Concern species. General Ecology and Distribution: Breeding habitat for this frog is primarily in ponds,but they will also breed in slow moving streams, or deep pools in intermittent streams. Inhabited ponds are typically permanent and contain emergent and shoreline vegetation. Sufficient pond depth and shoreline cover are both critical,because they provide means of escape from predators for the frogs (Stebbins 1985, CDFG 1988, Tatarian 2008). Additionally, emergent vegetation is necessary for the deposition of eggs. The breeding period begins during heavy rains, from early to late winter,usually November through early May. The larvae mature in 11 to 20 weeks. Non-breeding CRF have been found in both aquatic and upland habitats. The majority of individuals prefer dense, shrubby or emergent vegetation, closely associated with deep (>0.7 meters) still, or slow moving water. However, some individuals use habitats that are removed from aquatic habitats, seeking cover in ground squirrel burrows,under boulders and logs and in non-native grasslands (Tatarian 2008). Upland refugia habitat includes areas up to 90 meters from a stream corridor and includes natural features, such as boulders, rocks,trees, shrubs, and logs. Incised stream channels with portions narrower than 18 inches and depths greater than 18 inches may also provide habitat. In general, densely vegetated terrestrial areas within the riparian Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 34 Jane Valerius Environmental Consulting Page 2723 of 4165 corridor provide important sheltering habitat during the winter flooding of the streams (Tatarian 2008). Occurrence in the project area: The project site is located outside the species range, as defined by the USFWS (USFWS 2009),which is located west of HWY 128.No further action for this species is required. 4.4 CRITICAL HABITAT Critical habitat(CH)is designated for the survival and recovery of species listed as threatened or endangered under the Endangered Species Act(ESA). Critical habitat includes those areas occupied by the species, in which are found physical and biological features that are essential to the conservation of an ESA listed species and which may require special management considerations or protection. Critical habitat may also include unoccupied habitat if the Secretary determines that the unoccupied habitat is essential for the conservation of the species. Steelhead(Central California Coast)—the project area is located outside the Russian River Hydrologic Unit 1114 (NOAA 2005). 4.5 OTHER SPECIAL-STATUS WILDLIFE SPECIES Foothill Yellow-legged frog (Rana boylii) (FYF) Status: State Species of Concern General Ecology and Distribution:-This species typically inhabits rocky streams,preferring streams with cobble sized substrates (Jennings and Hayes 1994). Occupied drainages range from sea level to 2,040 meters (6,700 feet) (Jennings and Hayes 1994). Streams in woodland, chaparral or forest with little to no bank vegetation cover are also preferred(Stebbins 1985).R. boylii prefers small to moderate sized streams with at least some cobble-sized substrate (Jennings and Hayes 1994). Breeding occurs from mid-March to May, depending on rains,with tadpoles metamorphosing in July or August. Project Area Occurrence: Two subadult foothill yellow-legged frogs were observed in the ephemeral tributary within the project area. Western Pond Turtle (Actinemys marmorata) (WPT) Status: State Proposed listing as Threatened General Ecology and Distribution: This medium sized turtle ranges in size to just over 8 inches (21cm)with a low carapace that is generally olive,brownish or blackish(Stebbins 1985,Jennings and Hayes 1994). Primary habits include permanent water sources such as ponds, streams and rivers. It is often seen basking on logs, mud banks or mats of vegetation,although wild populations are wary and individuals will often plunge for cover after detecting movement from a considerable distance. Although it is an aquatic species with webbed feet, it can move across land in response to fluctuating water level, an apparent adaptation to the variable rainfall and unpredictable flows that occur in many coastal California drainage basins (Rathbun, et al. 1993). In addition,it can over-winter on land or in water or remain active in the winter, depending on environmental conditions (Rathbun,et al. 1993;Jennings and Hayes 1994). Females travel from aquatic sites into open,grassy areas to lay eggs in a shallow nest(Holland 1992; Rathbun, et al. 1993). Nests have been reported from 2-400 meters or more away from water bodies (Jennings and Hayes 1994). Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 35 Jane Valerius Environmental Consulting Page 2724 of 4165 Project Area Occurrence:No individuals were detected during the surveys for this biological resource assessment. The closest reported sighting is more than 1.5 mi west in the Russian River (CNDDB 2015). Although the ponds on the site provide suitable habitat for this species the fish barrier on the ephemeral creek does not allow for upstream passage of turtles from the Russian River. There is potential for individuals to move up Sulphur Creek and then across the hill saddle to the easternmost pond on the site. It is unlikely that individuals would use the upland habitat of the landfill for egg laying based on the compaction of the soil and the steep slopes. Nesting Passerines—including California towhee (Pipilo crissalis),grasshopper sparrow (Ammodramus savannarum) and song sparrow (Melospiza melodia),among others Status: Protected under the Federal Migratory Bird Treaty Act and Fish and Game Code 3503. General Ecology and Distribution: As early as February,passerines begin courtship and once paired,they begin nest building, often around the beginning of March.Nest structures vary in shapes, sizes and composition and can include stick nests,mud nests,matted reeds and cavity nests. Depending on environmental conditions,young birds may fledge from the nest as early as May and, if the prey base is large,the adults may lay a second clutch of eggs. Project Area Occurrence:No surveys were conducted for these species as part of this biological resource assessment. Several passerine (perching birds) species were observed nesting on the site in the various habitats,including,but not limited to,grasshopper sparrows nesting in the grasslands on the landfill. Nesting Eators—Cooper's hawk(Accipiter cooperii) Status: Protected under the Federal Migratory Bird Treaty Act and Fish and Game Code 3503.5 General Ecology and Distribution: Raptors nest in a variety of substrates including, cavities, ledges and stick nests. For example, Cooper's hawks are small bird hunters,hunting on the edges of forests and in broken forest where passerines forage for seeds and insects. In general,the breeding season for raptors occurs in late March through June, depending on the climate,with young fledging by early August. Project Area Occurrence:No surveys were conducted for these species as part of this biological resource assessment. Suitable nesting trees occur along the ephemeral tributary adjacent and within 100 feet of the proposed project. Roosting bats—including pallid bat,Townsend's big-eared bat, and western red bat Status: California Species of Concern, State proposed Threatened, as well as Fish and Wildlife Code Sections 86, 2000, 2014, 3007, Title 14, Sections 15380, 15382. General Ecology and Distribution: Bats in this region of California are not active year-round. During the maternity season,non-volant young of colonial bats remain in the roost until late summer(end of August), after which they may disperse from the natal roost or remain into or throughout the winter. Obligate tree-roosting bat species, and to some extent, colonial bats,may switch tree roosts frequently,particularly after young are volant,but are sometimes faithful for longer periods (weeks). During winter months,bats typically enter torpor,rousing only occasionally to drink water or opportunistically feed on insects. The onset of torpor is dependent upon environmental conditions,primarily temperature and rainfall. To prevent direct mortality of either non-volant young or torpid bats during winter months,roosts must not be disturbed or destroyed until bats are seasonally active, and only after they have been provide a means of Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 36 Jane Valerius Environmental Consulting Page 2725 of 4165 escape from the roost. Pallid bats are eclectic in their roosting habitat selection, and to some extent distribution, and can be found in crevices and small cavities in rock outcrops,tree hollows, mines,caves, and a wide variety of man-made structures such as buildings,bridges and culverts,generally in lower to mid- elevation sites. This species forms maternity colonies, composed of dozens to sometimes hundreds of females and their young, and smaller bachelor colonies composed of males and not- yet reproductive females. Western red bats have a broad,but disjunct,distribution throughout the state,and a wide range of elevations. Reproductive females are more common in the inland portions of the state than the Bay Area, where males are more common during the summer months. This is a foliage-roosting species typically associated with large-leaf trees, such as willows,cottonwoods, and sycamores, and is often found near riparian zones. Western red bats are typically solitary,however females give birth to two to five young,which is atypical compared to other bat species. Project Area Occurrence: Pallid bats could roost in those trees with cavities, crevices and/or exfoliating bark;these could also support non-CSC bats such as hoary bats (Lasiurus cinereus), an obligate tree-roosting species, and Myotis species. In addition,western red bats could potentially roost in the foliage of larger mature trees throughout the project site. Please refer to the Impacts and Mitigation Measures for details on avoidance measures of roosting bats in trees on this site. 4.6 SPECIAL STATUS NATURAL COMMUNITIES The purple needle grass grassland is a special status vegetation community. This type occurs on the slopes of the existing former borrow area in the northeast portion of the study area. The sandbar willow thickets, cattail marsh,pale spike rush marshes and seasonal wetland areas are wetland vegetation types and even though they do not have a special status designation they are regulated by the Corps, RWQCB and CDFW and therefore are considered to be sensitive natural communities and any impacts to these communities type will require mitigation. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 37 Jane Valerius Environmental Consulting Page 2726 of 4165 5.0 EFFECTS ANALYSIS AND MITIGATION MEASURES This section summarizes the potential temporary biological effects from construction activities within the study area. The analysis of these effects is based on a single reconnaissance-level survey of the study area, a review of existing databases and literature, and personal professional experience with biological resources of the region. Potential effects to federally-listed special- status animal species may occur from the proposed project. Mitigations for these biological effects are provided below. hi addition,impacts to state protected special status species are also included in this section and mitigation measures are proposed to reduce the impacts to less than significant. 5.1 FEDERALLY PROTECTED RESOURCES 5.1.1 Wetlands and Waters of the U.S. and State Potential Impact: Proposed drainage facilities consist of a network of benches, ditches and storm drain that drain to 18-and 24-inch diameter corrugated metal pipe (CMP) discharge culverts. These CMP culverts discharge to the unnamed creek channel at various locations along the length of the Landfill's northern boundary. The culverts that discharge into the creek will also have rock energy dissipaters. These will impact the bed,bank and ordinary high water mark of the creek falling within the jurisdiction of the Corps, RWQCB and CDFW. hi addition,the regrading of Pond B and construction of the proposed new sedimentation basin will impact the wetland area around Pond B and two seasonal wetlands: W3 and W4. Proposed access improvements that include placing aggregate base over portion of the existing perimeter road and along benches to provide all-weather access will also impact seasonal wetland areas WI and W5. Mitigation Measure: The City is proposing to mitigate for any permanent loss of wetlands or waters of the U.S. and state on site. Mitigation will be in the form of on-site wetland creation which could occur as part of the sedimentation pond regarding and creation of a new sedimentation basin. Impacts to the creek channel could be mitigated by restoration and enhancement of areas within the project study area that would provide opportunities for riparian tree and shrub restoration. The unnamed tributary that goes to the east lacks any tree or shrub cover and would provide more than adequate areas for riparian tree enhancement and restoration. A wetland and riparian mitigation and monitoring plan will be prepared as part of the permit application process for a Section 404 permit from the Corps, a 401 water quality certification from the RWQCB and a Section 1600 Lake and Streambed Alteration Agreement from CDFW. The mitigation plan will include the following: 1. Objectives. A description of the resource type(s) and amount(s)that will be provided,the method of compensation(restoration, establishment, preservation etc.), and how the anticipated functions of the mitigation project will address watershed needs. 2. Site selection. A description of the factors considered during the site selection process. This should include consideration of watershed needs,onsite alternatives where applicable, and practicability of accomplishing ecologically self-sustaining aquatic resource restoration, establishment, enhancement, and/or preservation at the mitigation project site. 3. Site protection instrument.A description of the legal arrangements and instrument including site ownership,that will be used to ensure the long-term protection of the mitigation project site. 4. Baseline information. A description of the ecological characteristics of the proposed mitigation project site. This may include descriptions of historic and existing plant communities, historic and existing hydrology, soil conditions,a map showing the locations of the impact and Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 38 Jane Valerius Environmental Consulting Page 2727 of 4165 mitigation site(s) or the geographic coordinates for those site(s), and other characteristics appropriate to the type of resource proposed as compensation. The baseline information should include a delineation of waters of the United States on the proposed mitigation project site. 5. Mitigation work-plan. Detailed written specifications and work descriptions for the mitigation project, including: the geographic boundaries of the project; construction methods, timing, and sequence; source(s) of water; methods for establishing the desired plant community; plans to control invasive plant species; proposed grading plan; soil management; and erosion control measures. For stream mitigation projects,the mitigation work plan may also include other relevant information, such as planform geometry, channel form (e.g.,typical channel cross- sections),watershed size, design discharge, and riparian area plantings. 6. Maintenance plan. A description and schedule of maintenance requirements to ensure the continued viability of the resource once initial construction is completed. 7. Performance standards. Ecologically-based standards that will be used to determine whether the mitigation project is achieving its objectives. 8. Monitoring requirements.A description of parameters monitored to determine whether the mitigation project is on track to meet performance standards and if adaptive management is needed. A schedule for monitoring and reporting monitoring results. 9. Long-term management plan. A description of how the mitigation project will be managed after performance standards have been achieved to ensure the long-term sustainability of the resource,including long-term financing mechanisms and the party responsible for long- term management. 10. Adaptive management plan. A management strategy to address unforeseen changes in site conditions or other components of the mitigation project,including the party or parties responsible for implementing adaptive management measures. 11. Financial assurances. A description of financial assurances that will be provided and how they are sufficient to ensure a high level of confidence that the mitigation project will be successfully completed, in accordance with its performance standards. 5.2 STATE PROTECTED RESOURCES 5.2.1 Special-Status Natural Communities Potential Impact: Impacts to riparian and wetland vegetation is discussed in section 5.2.1. Several areas of purple needle grass grassland were mapped for the borrow area. Any impacts to these plant communities will require compensation. Mitigation Measure: The soil borrow area will be reclaimed by re-grading and re-vegetating (hydroseeding)with native grasses, specifically purple needlegrass. A mitigation plan will be required by CDFW and would have the following elements: 1. Objectives. A description of the resource type(s) and amount(s)that will be provided,the method of compensation(restoration, establishment, preservation etc.). 2. Site selection. A description of the factors considered during the site selection process. 3. Baseline information. A description of the ecological characteristics of the proposed mitigation project site. This may include descriptions of historic and existing plant communities, soil conditions, a map showing the locations of the impact and mitigation site(s) or the geographic coordinates for those site(s), and other characteristics. 4. Mitigation work plan. Detailed written specifications and work descriptions for the mitigation project, including: the geographic boundaries of the project; construction methods,timing, and sequence; methods for establishing the desired plant community; plans to control invasive plant species; proposed grading plan; soil management;and Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 39 Jane Valerius Environmental Consulting Page 2728 of 4165 erosion control measures. 5. Maintenance plan. A description and schedule of maintenance requirements to ensure the continued viability of the resource once initial construction is completed. 6. Performance standards. Ecologically-based standards that will be used to determine whether the mitigation project is achieving its objectives. 7. Monitoring requirements. A description of parameters monitored to determine whether the mitigation project is on track to meet performance standards and if adaptive management is needed. A schedule for monitoring and reporting monitoring results. 8. Long-term management plan. A description of how the mitigation project will be managed after performance standards have been achieved to ensure the long-term sustainability of the resource. 9. Adaptive management plan. A management strategy to address unforeseen changes in site conditions or other components of the mitigation project,including the parry or parties responsible for implementing adaptive management measures. 5.2.2 Special-Status Plants Potential Impact: No special status plants have been identified during the April and May plants surveys although two species have a moderate potential to occur: Koch's cord moss and Toren's gnmmia. Additional plant surveys are scheduled for June or July 2015. If any special status plants are found during these surveys the following mitigation measures will be implemented. Mitigation Measure: To ensure no take of individuals and be incompliance with CDFW and USFWS guidelines the following mitigation measures will be implemented based on the status of the plant observed: Endangered,Threatened, or Rare Species and their Habitats: The project shall either avoid take or obtain formal incidental take coverage with the required compensatory measures where avoidance cannot be achieved for the affected categories: state and federally listed or proposed species, state candidates for listing, and California Native Plant Society(CNPS) Rank 113 species. Listed or CNPS Rank 113 Plants: For species that do not have formal take protection(e.g., CNPS Rank 113 plants and federally-listed plants where there is no federal nexus),the City shall avoid, minimize, and/or compensate (in that order of preference) at the same level of mitigation as those species that are afforded formal take protection. If listed plant species are found on the project site,then the project applicant shall prepare a mitigation plan that describes the avoidance or compensatory mitigation measures that would be implemented for these populations. As a performance standard,the plan shall provide for no net loss in the quantity or quality of plant populations. The mitigation plan shall be submitted to the USFWS and/or CDFW for approval for federal and state-listed plants, respectively. The mitigation plan shall include the mitigation measures,which are adopted from the CNPS Policy on Mitigation Guidelines Regarding Impacts to Rare, Threatened and Endangered Plants (CNPS 1998), described below, or equally effective alternative measures: 1. Mitigation for impacts to listed plants would include avoidance measures, when feasible, and compensatory mitigation when avoidance is not possible. Avoidance measures shall include buffer zones to avoid impacting listed plants; installing exclusion fencing around the existing plant populations prior to and during construction. Compensatory mitigation shall include replanting on site or propagation of plants at a nearby conservation site through seeding or translocation. Mitigation ratios shall be sufficient to achieve Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 40 Jane Valerius Environmental Consulting Page 2729 of 4165 performance criteria of no net loss of plants. Post-project monitoring shall verify that avoidance and mitigation measures are successful. 2. If mitigation for impacts to listed or List 1 B plants occurs at a non-bank site,preference would be given to locating the mitigation site in an area as close to the project site as possible. If mitigation sites are not available in the vicinity of the project site,mitigation for listed plants may be accomplished at any site in Mendocino County that is suitable and supports the impacted plant population. 3. A long-term mitigation,monitoring, and management plan shall be developed for plant mitigation and submitted to the USFWS and/or CDFW for approval prior to initiation of construction activities. Mitigation sites shall be monitored for five years after installation. Depending on the actual case-by-case circumstances listed plants within the Project footprint may be salvaged and/or transplanted to a mitigation site approved by the CDFG and/or USFWS.When feasible, seed from plants unavoidably impacted shall be collected and preserved for planting on an approved mitigation site. 4. Impacted plants shall be mitigated at the ratio of 2:1,or as required by resources agencies, for both individuals and area. 5. All storage and staging areas shall be located outside of stands of listed plants. CNPS Rank 2, 3, or 4 Plant Species: The project shall avoid significant loss of individuals of a CNPS Rank 2, 3, or 4 (sensitive)plant species,to the extent feasible. Avoidance measures shall include,but not be limited to,buffer zones,to avoid impacting special status plants and installation of exclusion fencing around the existing plant populations prior to and during construction. If the impacts from the project exceed 15%of the known occurrences or populations in Mendocino County,then plants shall be relocated or compensatory mitigation shall occur. The project applicant shall prepare a mitigation plan that describes the avoidance or compensatory mitigation measures that would be implemented for these populations. The mitigation plan would be submitted to the CDFW for approval and include the following, or equally effective alternative measures: 1. Prior to the initiation of construction, Rank 2, 3 or 4 plants that would be unavoidably impacted during construction shall be salvaged and transplanted or their seeds shall be collected and preserved for subsequent re-planting. The transplanted plants or seeds shall be reestablished on site if possible; otherwise,they shall be established on a mitigation parcel. Mitigation sites shall be monitored for five years after installation. 2. Impacted Rank 2, 3 or 4 plants shall be mitigated at a ratio of 1:1, or as required by resources agencies, for both individuals and area. 5.2.3 Wildlife Potential-Impact: The proposed project could result in"take"of individual foothill yellow- legged frog known to occur within this portion of the ephemeral tributary. There is potential for both adults and tadpoles to be affected by the proposed project. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 41 Jane Valerius Environmental Consulting Page 2730 of 4165 Mitigation Measure: Construction will occur above any existing water. If this is not possible, measures will be taken to isolate the workspace from flowing water to prevent stream sedimentation and turbidity. To prevent take of individuals a pre-construction survey of the ephemeral tributary shall be conducted 3 months in advance of work proposed for the ephemeral tributary. The surveys will determine if individuals are present. If no individuals (e.g., adults, juveniles or tadpoles) are present,no further action is required. If adults are present work in the creek shall occur after the metamorph stage of development,typically after August. This timing will ensure that individuals can leave an area of the own volition. The project site shall be restored to pre-construction condition or better. Streambank,ground and/or soil exposed as a result of construction, and soil within and above toe-rock shall be revegetated by live planting, seed casting, or hydroseeding prior to November 30 of the project year. All debris, sediment, rubbish,vegetation or other material removed from waterway shall be removed to a location where it will not re-enter the waters of the state. Potential Impact: The proposed project could result in"take"of individual western pond turtle that may move along this portion of the ephemeral tributary and may use the ponds on the site. Mitigation Measure: To prevent take of individuals a pre-construction survey of the ephemeral tributary and the ponds shall be conducted 3 months in advance of work proposed for either water body. The surveys will determine if individuals are present. If no individuals (e.g.,adults, or juveniles)are present, no further action is required. If individuals are present measures to prevent take of individual foothill yellow-legged frog will address concerns for western pond turtle. Potential Impact: The proposed project could result in the removal of occupied passerine nests in the trees and shrubs on the project site. Disturbance during the nesting season may result in nest abandonment and mortality of young. Bird species not protected under CESA or FESA, such as some passerines (including mourning dove and scrub jays) are protected under the Fish and Game Code 3503 and the MBTA, and some raptors (including American kestrel)are protected under Fish and Game Code 3503.5 and the MBTA. These aforementioned species may potentially be impacted by the removal of potential nesting habitat in the trees within the project area. Disturbance during the nesting season(February 15-August 15)may result in the potential nest abandonment and mortality of young,which is considered a"take"of an individual. This is a potentially significant impact. Mitigation Measure: To avoid "take"and/or further evaluate presence or absence of passerines, the following measures are recommended: 1. Grading or removal of nesting trees should be conducted outside the nesting season, which occurs between approximately March 1 and August 15. 2. If grading between August 15 and March 1 is infeasible and groundbreaking must occur within the breeding season, a pre-construction nesting bird(both passerine and raptor) survey of the grasslands and adjacent trees shall be performed by a qualified biologist within 7 days of ground breaking. If no nesting birds are observed no further action is required and grading shall occur within one week of the survey to prevent "take"of individual birds that could begin nesting after the survey. 3. If bird nests (either passerine and/or raptor) are observed during the pre-construction survey, a disturbance-free buffer zone shall be established around the nest tree(s)until the young have fledged,as determined by a qualified biologist. 4. The radius of the required buffer zone can vary depending on the species, (i.e., 75-100 feet for passerines and 200-300 feet for raptors),with the dimensions of any required Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 42 Jane Valerius Environmental Consulting Page 2731 of 4165 buffer zones to be determined by a qualified biologist in consultation with CDFG. 5. To delineate the buffer zone around a nesting tree, orange construction fencing shall be placed at the specified radius from the base of the tree within which no machinery or workers shall intrude. 6. After the fencing is in place there will be no restrictions on grading or construction activities outside the prescribed buffer zones. Potential Impact: Removal of trees containing suitable bat roosting habitat comprised of cavities, crevices, and/or exfoliating bark,may cause direct mortality of roosting bats if removed during maternity season prior to self-sufficient volancy of pups, or in winter during torpor or hibernation. Removal of larger mature trees has the potential of causing direct mortality of solitary tree-roosting species such as western red bat or hoary bat. Mitigation Measure: Presence/absence surveys for bats in trees are extremely problematic for several reasons. First, only a small percentage of trees can be effectively surveyed by inspecting crevices or cavities due to limited physical access to the roost features, or complete visual access of the feature. As a result, in most cases,trees must be surveyed at night using night vision and bioacoustic equipment to observe any bats emerging from roost features. Typically, only one, or two adjacent trees can be surveyed by each observer each night. hi addition,bats are less site- faithful to trees than other roost types like caves,mines,bridges or buildings, and switch tree roosts frequently when active. Therefore,trees must be removed no more than 24-48 hours after each night emergence survey,to ensure the tree is removed prior to bats moving in subsequent to surveys. Because of these logistical limitations, it is rarely safe to rely on emergence surveys of trees if more than a few are present on a project site. Instead, it is generally more cost-effective to presume presence of roosting bats,then conduct two-step tree removal during seasonal periods of bat activity, so that bats can safely abandon the tree prior to removal. These dates are: A)between March 1 (or after evening temperatures rise above 45F and 72 hours after rains fall to less than 0.5"in 24 hours)and April 15 (maternity season), after which time non-volant pups are present in maternity roosts, and; B)between September 1,after young are self-sufficiently volant, and October 15, or before evening temperatures fall below 45F, and 72 hours prior to onset of rains greater than 0.5"in 24 hours. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 43 Jane Valerius Environmental Consulting Page 2732 of 4165 6.0 CONCLUSIONS AND DETERMINATIONS 6.1 CONCLUSIONS This project will incorporate reasonable and prudent measures for avoidance and minimization, described in Section 1.4, and species-specific avoidance and minimization measures. As a result, the project is not anticipated to result in take of any of the listed species described in this biological assessment. The project effects are insignificant and primarily temporary in nature. All temporarily disturbed areas will be restored to pre-construction function. 6.2 DETERMINATIONS A "may affect,but not likely to adversely affect" determination to special-status species is based on guidelines established by the USFWS under Section 7(a) of the Federal Endangered Species Act(FESA). FESA states that, "each federal agency shall...insure that any action authorized, funded, or carried out by such agency(hereinafter in this section referred to as an"agency action") is not likely to jeopardize the continued existence of any Endangered or Threatened species or result in the destruction or adverse modification of habitat of such species."In addition,the "may affect,but not likely to adversely affect" language means that all effects are either beneficial,insignificant, or discountable, or any combination thereof. Beneficial effects have contemporaneous positive effects without any adverse effects to the species or habitat. Insignificant effects relate to the size of the effect and include those effects that are undetectable, not measurable, or cannot be evaluated. Discountable effects are those extremely unlikely to occur. Thus, components of the proposed project were deemed to have an insignificant effect based on the size and temporal nature of the proposed project. Steelhead—No suitable habitat occurs in the ephemeral tributary to the Russian River. As a result,we determine that the project will not likely to adversely affect steelhead. California red-legged frog—The prcj ect is located outside the species range.No suitable habitat occur sin the ephemeral tributary to the Russian River. This project will not result in mortality of CRF and may result in insignificant effects to potential dispersal habitat. As a result,we determine that the project will not likely to adversely affect CRF Critical Habitat-The Ukiah landfill project will not affect any critical habitat nor adversely modify any critical habitat for steelhead or California red-legged frog. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 44 Jane Valerius Environmental Consulting Page 2733 of 4165 7.0 LITERATURE CITED BAICICH,P.AND C.HARRISON. 1997.A GUIDE TO NESTS,EGGS AND NESTLINGS OF NORTH AMERICAN BIRDS. SECOND EDITION.NATURAL WORLD ACADEMIC PRESS. SAN DIEGO. 347 PP. BEHNKE,R.2002.TROUT AND SALMON OF NORTH AMERICA.THE FREE PRESS,NEW YORK. 360 PP. CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE(CDFW).2015. SPECIAL ANIMALS.NATURAL DIVERSITY DATA BASE,WILDLIFE AND HABITAT DATA ANALYSIS BRANCH.APRIL. CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE(CDFW).2015. 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JENNINGS,M.R.AND M.P.HAYES. 1994.AMPHIBIAN AND REPTILE SPECIES OF SPECIAL CONCERN IN CALIFORNIA.PREPARED FOR THE CALIF.DEPT.OF FISH AND GAME INLAND FISHERIES Div.RANCHO CORDOVA,CALIF.NOVEMBER 1.255 PP. MAYER,K.E.AND W.F.LAUDENSLAYER,JR.EDS. 1988.A GUIDE TO WILDLIFE HABITATS OF CALIFORNIA. CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION. SACRAMENTO. 166 PP. MCCULLOUGH,D. 1996.METAPOPULATIONS AND WILDLIFE CONSERVATION.ISLAND PRESS. 429PP. MOYLE,P.B. 2002. INLAND FISHES of CALIFoRAL L UNIVERSITY OF CALIFORNIA PRESS, BERKELEY,CALIFORNIA. NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION(NOAA).2005.DESIGNATION OF Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 45 Jane Valerius Environmental Consulting Page 2734 of 4165 CRITICAL HABITAT FOR SEVEN EVOLUTIONARILY SIGNIFICANT UNITS OF PACIFIC SALMON AND STEELHEAD IN CALIFORNIA.FEDERAL REGISTER VOL.70(170): 52488-52626. NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION(NOAA). 1999. CENTRAL CALIFORNIA COAST COHO SALMON ESA MAP. RATHBUN,G.B.,M.R.JENNINGS,T.G.MURPHEY AND N.R. SIEPEL. 1993. STATUS AND ECOLOGY OF SENSITIVE AQUATIC VERTEBRATES IN LOWER SAN SIMEON AND PICO CREEKS, SAN LUIS OBISPO COUNTY,CALIFORNIA.UNPUBLISHED REPORT,NATIONAL ECOLOGY RESEARCH CENTER,PIEDRAS BLANCAS RESEARCH STATION, SAN SIMEON,CALIFORNIA.UNDER COOPERATIVE AGREEMENT(14-16-0009-91-1909). REMSEN,H.V. 1988.BIRD SPECIES OF SPECIAL CONCERN IN CALIFORNIA: AN ANNOTATED LIST OF DECLINING OR VULNERABLE BIRD SPECIES.CALIFORNIA DEPARTMENT OF FISH AND GAME,THE RESOURCES AGENCY. SAWYER,JOHN O.,TODD KEELER-WOLF,JULIE M EVENS.2009.A MANUAL OF CALIFORNIA VEGETATION. SECOND EDITION.CALIFORNIA NATIVE PLANT SOCIETY PRESS, SACRAMENTO, CA. 1300 PAGES. SPENCER,W.D.,P.BEIER,K.PENROD,K.WINTERS,C.PAULMAN,H.RUSTIGIAN-ROMSOS,J. STRITTHOLT,M.PARISI,AND A.PETTLER.2010. CALIFORNIA ESSENTIAL HABITAT CONNECTIVITY PROJECT: A STRATEGY FOR CONSERVING A CONNECTED CALIFORNIA. PREPARED FOR CALIFORNIA DEPARTMENT OF TRANSPORTATION,CALIFORNIA DEPARTMENT OF FISH AND GAME,AND FEDERAL HIGHWAYS ADMINISTRATION. STEBBINS,R. C. 1985.A FIELD GUIDE TO WESTERN REPTILES AND AMPHIBIANS.HOUGHTON MIFFLIN COMPANY. TATARIAN,P.2008.MOVEMENT PATTERNS OF CALIFORNIA RED-LEGGED FROG(RANA DRAYTONII)IN AN INLAND CALIFORNIA ENVIRONMENT.HERPETOLOGICAL CONSERVATION AND BIOLOGY 3(2):155-169 U.S.FISH AND WILDLIFE SERVICE(USFWS).2015.THREATENED AND ENDANGERED SPECIES SYSTEM(TESS)AND CANDIDATE SPECIES AS OF 5/2015. U.S.FISH AND WILDLIFE SERVICE(USFWS).2009.CALIFORNIA RED-LEGGED FROG(RANA DRAYTONII)RANGE DEFINITION FOR MENDOCINO COUNTY. I PAGE. WELSH,H. 1994.BIOREGIONS:AN ECOLOGICAL AND EVOLUTIONARY PERSPECTIVE AND A PROPOSAL FOR CALIFORNIA. CALIFORNIA FISH AND GAME(80)3:97-124. WHITTAKER,R. 1998.ISLAND BIOGEOGRAPHY: ECOLOGY,EVOLUTION AND CONSERVATION. OXFORD UNIVERSITY PRESS. 285PP. WILLIAMS,D.F. 1986.MAMMALIAN SPECIES OF SPECIAL CONCERN IN CALIFORNIA. CALIFORNIA DEPARTMENT OF FISH AND GAME.WILDLIFE MANAGEMENT DIVISION ADMINISTRATIVE REPORT 86-1. 112 PP. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 46 Jane Valerius Environmental Consulting Page 2735 of 4165 Appendix A: Project Figures Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 47 Jane Valerius Environmental Consulting Page 2736 of 4165 � � �r —r� p �go a ry G � odo��✓�� n iraJ �i�,uww r �l ;h 11 0 � i 7 p'�pdW�M�fl� � 1 f W p � OF � iNrliV Ii�V r N, WIfo V�Uyp'r�Vi"'II U�r-' o „✓� i 7 N ' I ��y r ���f� 1( r�V �k � V fiJt � ilk �U ub)�^ J i✓a" 1 ",��Y �� "Y s t f q r r 1 V - ✓ ; rr F D r � ,,, 41�f4 ✓�' rT d If f I 1 lw �l dr � �✓1llr 4 � Iiy ri r �, ✓ f "M # low ✓v'✓�r � '� � � 'fin m P J✓ 4/ r if 4m, :✓b ( a �7wd �, rvw ✓ `q p '✓ +NX r y` ✓ ra �� II, u , 1 y *r ' O � �y a 6 Y �l N I v"r� '� 01 d 6'p 4 �R, Si '�E U 3��0 401", �;i' AF9^��� � �p iP f"k a I riNii:,n� r � NwtuwB,bK1AH IexAfiwn MN,%#I9,0, F, 433rg'7+�9+4 u �ll 9fla�pu l s�m Figure 1: Project Location Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 48 Jane Valerius Environmental Consulting Page 2737 of 4165 LNG 8 1, �Uy r %�ui r oil�� r Figure 2: Blue oak woodland on southern boundary and wild oats grassland. 9.p I � si ik i rl ✓� r r r' r / r J .m - � � �r �l�p�?l` �.f/%/��'`�%�i%J% �%i%��✓/„`i��`i�i%ii.�/ ri//i�:.. /�/�� �� G�--��. 1) Figure 3: Manzanita shrubland along ephemeral tributary. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 49 Jane Valerius Environmental Consulting Page 2738 of 4165 rIO/ Oi iii / / r `�'J;�'�//��`l,�l r��r�j'�f�i�%%°�� � ) ✓l,��l��/�/�,�J�� � f rp r rrrr �I�� r; yir i�� � r� �w�swr ! II t r. ✓ lfii( � r / lei �/ r r r� ,����, 0�i�y✓ rt,� 1�� �. rrr 11 � 7 i dy, r r�ri r i, I r i 1 /1 a r l l r r r /- �,,. i �✓.�� ✓ � �;, �i� �.. it ii,//% ,,,;rli 1r �. /Ic/ ��„/�1,� ,,: / « >�,. ,r, ,��/.ri rn,/ IV' ,6�ri, /, ;,, rJ), ,,, :r �� � lI/�, r,,� /i r ���', r', 1 /l i��,i iG. ,GC�/, ✓U�:..�r ri „ri••. ��✓l/ r, / �r i,/ri ✓ ..,,.,,, a r ,,::..,//// �f� � / r ffrr„�/�;ills rrr >% < <r ,, ii l� f� Jrrrr, „� i��% /ii///, / �/��r��%111�/ ✓ �/�i'���// /�,r i, /i i ri r%it� r l nt��i 71 ���f y Figure 4: Willow shrubland long ephemeral tributary. r r I r 1 r Figure 5: Spike rush in leachate pond. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 50 Jane Valerius Environmental Consulting Page 2739 of 4165 �7 t l> 1 Figure 6: Cattails at southeastern pond. � myuuu u i lS4�luU' i!„ �i 1 Figure 7: Seasonal wetlands at southeastern portion of project. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 51 Jane Valerius Environmental Consulting Page 2740 of 4165 r ^a r �rllYA o ul Awl 11 ' J d`@& 0 d" e4 ✓ /N i IIII Jll wrv° � III� II iV i 4 i Ijmli, low Figure 8: Instream pool in ephemeral tributary. ti ll irY �r a W � r t' j �� �'�'�✓I�r���,yi f I ��'� G �, ,. '��'r��l�a gbj `,+f 1f rl�'��N(r1� "� I��ry V/���y J�, Jr V�i�'� ����W, � ''; ��V AI ��I� v I✓. 1lr V r �llr ti r- 0 Y� r o, �r)I i"" rl��rir gar r� r a kM1 1!"�06( ' V mf zr�mm riilyvb, ,�ri � 6fOVl',I��:1 Figure 9:Non-pool habitat in ephemeral tributary. Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 52 Jane Valerius Environmental Consulting Page 2741 of 4165 Appendix B List of plant species observed on April 15,21 and 29 and May 19, and 22,2015. Scientific Name Common Name - * are non-native Achillea mille olium Yarrow Ach rachaena mollis Blow wives* Acmispon americanus Spanish clover Acmis on brach car us deervetch Acmis on parviflorus Small-flowered lotus Adenostoma asciculatum Chamise Adiantum jordanii California maidenhair Ae ilo s truncialis Barbed goat grass* Aesculus calf ornica California buckeye Aira car o h llea Silver European hair grass* Alisma s . Water plantain Allium bolanderi var. bolanderi Bolander's onion Anisocarpus madioides Woodland tarweed Anthemis cotula Mayweed* Anthriscus caucalis Bur-chervil* A hanes occidentalis Lad 's mantle Arbutus menziesii Madrone Arctostaphylos manzanita ssp. glaucescens White leaf manzanita Artemisia douglasiana Mugwort Avena barbata Slender wild oat* Avena atua Wild oat Baccharis glutinosa Marsh baccharis Baccharis pilularis Coyote brush Bellardia trixago Mediterranean linseed* Brassica ni ra Black mustard* Briza maxima Large quaking grass* Briza minor Small quaking grass* Brodiaea elegans ssp. elegans Harvey brodiaea Bromus carninatus California brome Bromus caroli-henrici Poverty brome* Bromus diandrus Rip-gut brome* Bromus hordeaceus Soft chess* Bromus laevipes Woodland brome Bromus madritensis ss . rubens Foxtail chess* Calochortus amabilis Dio ene's lantern Calycadenia fremontii Fremont's western rosinweed Cardamine oligosperma Bittercress Carduus pycnocephalus Itlaian thistle* Carex tumulicola Foothill sedge Ceanothus cnuneatus ssp. cuneatus Buckbrush Centaurea soltitialis Yellow star-sthistle* Ceratium glomeraum Chickweed* Cercocarpus betuloides Birch-leaf mountain mahogany Chloro alum pomeridianum Soa root Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 53 Jane Valerius Environmental Consulting Page 2742 of 4165 Cirsium vul are Bull thistle* Clarkia purpurea ssp. quadrivulnera Wine cups Claytonia perfoliata Miner's lettuce Clino odium dou lasii Yerba Buena Collinsia hetero h lla Chinese houses C nodon dacrylon Bermudagrass* C no lossum grande Hound's tongue Cynosurus echinatus Hedgehog dotail grass* Cyperus era rostis Umbrella sedge Dacrylis glomerata Orchardgrass* Danthonia calf ornica California oat-grass Datisca glomerata Durango root Daucus carota Queen Anne's lace* Daucus pusillus Rattlesnake weed Delphinium s . Larkspur Descham sia elon ata Slender hair grass Dichelosemma capitatum ssp. capitatum Blue dicks Dichelosemma congestum Ookow Dipascus fullonum Wild teasel* Distichlis s icata Inland salt grass Dodecatheon hendersonii Shooting star Draba verna Whitlow-grass Eleocharis macrostachya Pale spike rush Elymus caput-medusae Medusa head grass* El mus glaucus ssp.glaucus Blue wild rye E ilobium brach car um Panicaled willow herb Epilobium ciliatum Willow herb Epilobium sp. Willow herb Epilobium torreyi Torrey's willow herb E uisetum h emale ss . affine Tall scouring rush Equisetum telemateia Giant horsetail Erigeron Canadensis Horseweed* Eriodictyon californicum Yerba santa Erodium bothrys Broadleaf filaree* Erodium cicutarium Red-stemmed filaree* Euphorbia crenulata Chinese caps Eurybia radulina Broad-leafed aster Festuca arundinacea Tall fescue* Festuca bromoides Brome fescue* Festuca idahoensis Idaho fescue Festuca microstachys Small fescue Festuca myuros Rattail fescue* Festuca perennis Ryegrass* Festuca rubra Red fescue Foeniculum vulgare Fennel* Galium aparine Goose-grass* Galium californicum California bedstraw Galium parisiense Wall bedstraw Galium porrigens Climbing bedstraw Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 54 Jane Valerius Environmental Consulting Page 2743 of 4165 Gamochaeta ustulata Soon-leaf purple everlasting Gastridium phleoides Nitgrass* Genista monspessulana French broom* Geranium dissectum Cut-leafgeranium* Geranium molle Dove-footgeranium* Githo sis s ecularioides Bluecu Helenium puberulum Sneezeweed Helminthotheca echioides Bristly ox-tongue* Hes erevax s arsi ora var. s arsi ora Erect evax Heteromeles arbuti olia To on Hieracium album Hawkweed Hordeum marinum ssp. gussoneanum Mediterranean barley* Hordeum murinum ssp. le orinum Hare barley* Hypericum perforatum Klamath weed* H ochaeris glabra Smooth cat's-ear* H ochaeris radicata Rough cat's-ear Iris macrosyphon Long-tubed iris Juncus balticus ssp. ater Baltic rush Juncus bufonius var. bufonius Toad rush Juncus mexicanus Mexican rush Juncus occidentalis Western rush Juncus patens Spreading rush Juncus xiphioides Iris-leaved rush Kickxia elatine Fluellein* Lactuca sali na Willowleaf lettuce* Lactuca serriola Prickl lettuce* Lagophylla ramossisima Common hareleaf Lathyrus latifolia Perennial sweet pea* Lathyrus vestitus Hillside pea Leontodon taraxacoides Hawkbit* Leptosiphon bicolor Bicolored linanthus Leymus triticoides Creeping wildrye Linum bienne Flax* Loma gallica Narrowleaf cottonweed* Lotus corniculatus Bird's-foot trefoil* Lupinus bicolor Miniature lupine Lupinus microcarpus var. densiflorus Chick lupine Luzula comosa Wood rush L simachia arvensis Scarlet pimpernel* L thrum h sso i olium Hyssop loosestrife* Madia exigua Small tarweed Madia sp. Madia Marah fabaceus California man-root Marsilea vestita ssp. vestita Water clover Medicago polymorpha Bur clover* Medicago praecox Medicago* Melica geyeri Geyer's onion grass Melica torreyana Torrey's melic Mehlotus albus White sweetclover* Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 55 Jane Valerius Environmental Consulting Page 2744 of 4165 Mehlotus indicus Sour clover* Mentha pulegium Penne ro al* Micranthes californica California saxifrage Micro us calf ornicus Slender cottonweed Microseris dou lasii Douglas microseris Mimulus aurantiacus Bush monke flower Mimulus guttatus Seep monke flower Mondardella villosa Coyote mint Navarretia intertexta Needleleaf navarretia Navarretia pubescens Navarretia s uarrosa Skunkweed Navarretia tagetina Marigold navarretia Nemo hila hetero h lla Nemo hila menziesii Bab blue-e es Parentucellia viscosa Yellow landweed* Pectocarya pusilla Little pectocary Pedicularis densilfora Indian warrior Pentagramma triangularis Gold-back fern Perideridia kelloggii Yampa Petrorha is dubia Grass ink* Phalaris aquatic Hardingrass* Phalaris paradoxa Hood canary grass Plantago coronopus Cut-leaf plantain* Plantago erecta Erect plantain Plantago lanceolata Englishplantain* Poa pratensis Kentucky bluegrass* Poa secunda Pacific bluegrass Polygala californica California milkwort Polygonum aviculare Yard knotweed* Polypogon mons eliensis Rabbit's footgrass* Populus fremontii Fremont's cottonwood Potamogeton nodosus Long-leaved pondweed Pseudognaphalium sp. Cudweed Psilocarphus tenellus Woolly-heads Quercus a ri olia Coast live oak Quercus douglasii Blue oak Quercus garryana Oregon oak Quercus kelloggii Black oak Quercus lobata Valley oak Quercus parvula var. shrevei Shreve oak Quercus wislizeni Interior live oak Ranunculus muricatus Spiny-fruited buttercup* Ranunculus occidentalis Western buttercup Rosa californica California rose Rosa gymnocarpa Wood rose Rubus armeniacus Himalayan blackberry* Rubus ursinus California blackberry Rumex crispus Curly dock* Salix exi ua Sandbar willow Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 56 Jane Valerius Environmental Consulting Page 2745 of 4165 Salix laevi ata Red willow Salix lasiole is Arroyo willow Sanicula bipinnata Poison sanicle Sanicula bi innati ida Purple sanicle Sanicula crassicaulis Gamble weed Scandixpectin-veneris Venus' needle Sherardia arvensis Field madder* Sidalcea diploscypha Fringed sidalcea Sisr nchium bellum Blue-eyed grass Sonchus as per Prickly sow thistle* S er ularia rubra Red sand-s urre * Stachys ajugoides Hedge-nettle Stacks ri ida var. quercetorium Rough hedge-nettle Stellaria media Common chickweed* Sti a le ida Foothill needle grass Sti a pulchra Purple needle rass Stuckenia pectinata Fennel-leaf pondweed Symphoricapos mollis Creeping snowberry Symphoricarpos albus var. laegivatus Snowberry Taraxia ovata Sun cups Tol is barbata European umbrella milkwort* Torilis arvensis Japanese hedge parsley* Torilis nodosa Short sock destroyer* Toxicodendron diversilobum Poison oak Toxicoscordion s . Death camus Tra o 0 on porrifiblius Salsify* Trichostemma lanceolatum Vinegar weed Trientalis latifolia Star flower Trifolium bifidum var. bifidum Pinole clover Tri olium dubium Little hop clover* Trifolium hirtum Rose clover* Trifolium incarnatum Crimson clover* Trifolium oliganthum Few-flowered clover Trifolium subterraneum Subterranean clover* Tri olium willdenovii Tomcat clover Triphyseria eriantha ssp. eriantha Butter n' eggs Triteleia hyacinthine White brodiaea Tritelia laxa Ithuriel's spear T ha an usti olia Narrow-leaved cattail Umbellularia calf ornica California bay laurel Uropappus lindleyi Silver puffs Vernonica arvensis Common speedwell* Vicia sativa ssp.sativa Spring vetch* Vicia villosa ssp. villosa Hairy vetch* Vitis californicus Wild grape Xanthium strumarium Cocklebur* Yabae microcarpa Yabea Zeltnera muehlenbergii Monterey centaury Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 57 Jane Valerius Environmental Consulting Page 2746 of 4165 Appendix C List of animal species observed on April 15, and 29, 2015. Scientific Name Common Name Bu o boreas Western toad Pseudacris sierrae Sierra treefrog Taricha torosa California newt Gambusia affinis Mosquitofish Micro terus salmoides Lar emouth bass Scelo onus occidentalis Western fence lizard Pipilo maculatus Spotted towhee Melea ris gallopavo Turkey Sa ornis ni ricans 4Black hoebe l Buteo amaicensis Red-tailed hawk Sialia mexicana Western bluebird Melozone crissalis California towhee Callipepla californica California quail Branta canadensis Canada geese A elaius phoeniceus Red-winged blackbird Sayornis saya Say's phoebe Tyrannus verticalis Western kingbird Haemorhous maxicanus House finch Corvus brach rh nchos American crow Chondestes grammacus Larks arrow Melanerpes formicivorus Acorn woodpecker Corvus corax Common raven Spizella passerina Chipping sparrow Ammodramus savannarum Grassho er sparrow Passerina amoena Lazuli bunting Calypte anna Anna's hummingbird Colaptes auratus Northern flicker Aphelocoma californica Western scrub jay S inus tristis American goldfinch Setophaga petechia American yellow warbler Vermivora celata Orange-crowned warbler Polioptila caerulea Blue-gray gnatcatcher Cathartes aura Turkey vulture Zonotrichia leuco hr s White-crowned sparrow Ardea herodias Great blue heron Aythya affinis Lesser scaup Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological Resource Assessment 58 Jane Valerius Environmental Consulting Page 2747 of 4165 APPENDIX G WETLAND DELINEATION Page 2748 of 4165 DELINEATION OF WATERS OF THE UNITED STATES, INCLUDING WETLANDS FOR THE UKIAH LANDFILL CLOSURE 3100 VICHY SPRINGS RD, UKIAH MENDOCINO COUNTY, CALIFORNIA PREPARED FOR: MR. RICHARD J. SEANOR,PE DEPUTY DIRECTOR OF PUBLIC WORKS 300 SEMINARY AVENUE UKIAH, CA 95482 TEL: 707-463-6296 PREPARED BY: JANE VALERIUS,WETLAND SPECIALIST JANE VALERIUS ENVIRONMENTAL CONSULTING 2893A SCOTTS RIGHT OF WAY SEBASTOPOL, CA 95472 TEL: 707-529-2394 EMAIL:.. V.AILERt(2.s�I)EARTQIQ,INK.NET JUNE 2015 Page 2749 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL PROJECT,UKIAH,MENDOCINO COUNTY,CA TABLE OF CONTENTS Page Introduction and Background Information 1 Regulatory Background 2 Description of Site Characteristics 3 General Description 3 Hydrology and Topography 3 Soils 3 Vegetation 4 Methods 7 Literature Review 7 Field Survey and Map Preparation 7 Results 8 References Cited 10 Table 1: Area calculations for wetlands and other waters. 9 Appendices Appendix A—Data Sheets Appendix B — Soils Information Appendix C— Site Photographs Figures and Exhibits (located at end of text) Figure 1: Project Site on USGS quadrangle Exhibit A: Delineation of Waters of the United States, Including Wetlands JUNE 2015 i Jane Valerius Environmental Consulting Page 2750 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA INTRODUCTION AND BACKGROUND INFORMATION This report and attachments presents findings based on a delineation of potential U.S. Army Corps of Engineers (Corps) waters of the U.S., including wetlands, for the Ukiah Landfill Closure Project located at 3100 Vichy Springs Road, Ukiah, Mendocino County, CA (Figure 1). This work was conducted on behalf of the City of Ukiah, who is the project proponent or applicant. The assessor parcel number (APN) for the project study area is 027-020-069. All maps and appendices referred to in this report are provided at the end of the text. The Ukiah Landfill Closure project is approximately three miles east of Ukiah in Mendocino County, California. The Landfill occupies approximately 40 acres of permitted landfill area on a 284-acre parcel. The Landfill has been graded to form a series of flat terraces stepping down from south to north. The Landfill surface is covered with seasonal grasses. The proposed project includes closure of the Landfill which will be performed in accordance with the applicable regulatory standards prescribed in the California Code of Regulations (CCR) [i.e., 27 CCR, Chapters 3 and 4 and CFR, Subpart F]. The components and systems required for closure of the Landfill include the final cover and grading design to control storm water, potential infiltration and accommodate future settlement, drainage and erosion control systems, landfill slope stability, landfill gas (LFG) control systems, leachate control systems, and construction quality assurance (CQA). Directions to the Site: From San Francisco take Highway 101 North to the Perkins Rd/Vichy Springs Rd exit. Turn right and go east along Vichy Springs Rd about 1.1 miles. Turn right to stay on Vichy Springs Rd and go about 1.9 miles. The landfill will be off the left at 3100 Vichy Springs Rd. This delineation was conducted according to the 1987 Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory 1987), the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region Version 2.0 (U.S. Army Corps of Engineers (2010), and U.S. Army Corps of Engineers, San Francisco District (2007) guidelines. The delineation should be considered preliminary until the U.S. Army Corps of Engineers, San Francisco District, issues a jurisdictional determination of the extent of jurisdictional waters, including wetlands, in the project area. A total of 32,623 square feet (sf) or 0.75 acres of non-vegetated other waters were mapped for the two unnamed tributary creek drainages, along with 44,383 sf(1.02 acres) of vegetated other waters, 119,010 sf(2.73 acres) of vegetated ponds, and 6,130 sf(0.14 acres. The total potential jurisdictional area is 202,146 sf or 4.64 acres. The client contact for this report is: Mr. Richard J. Seanor, PE Deputy Director of Public Works City of Ukiah 300 Seminary Avenue Ukiah, CA 95482 Phone: 707-463-6296 JUNE 2015 1 Jane Valerius Environmental Consulting Page 2751 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA REGULATORY BACKGROUND The U. S. Army Corps of Engineers (Corps) is responsible under Section 404 of the Clean Water Act to regulate the discharge of fill material into waters of the United States. Waters of the United States and their lateral limits are defined in 33 CFR Part 328.3(a) and include streams that are tributaries to navigable waters and their adjacent wetlands. The lateral limits of jurisdiction for a non-tidal stream are measured at the line of the Ordinary High Water Mark (OHWM) (33 CFR Part 328.3(e)) or the limit of adjacent wetlands (33 CFR Part 328.3(b)). Any permanent extension of the limits of an existing water of the United States, whether natural or man-made, results in similar extension of Corps jurisdiction (33 CFR Part 328.5). Waters of the United States fall into two categories, wetlands and other waters. Wetlands include marshes, meadows, seep areas, floodplains, basins, and other areas experiencing extended seasonal soil saturation. Seasonally or intermittently inundated features such as seasonal pools, ephemeral streams, and tidal marshes are categorized as wetlands if they have hydric soils and support wetland plant communities. Other waters include water bodies and watercourses such as rivers, streams, lakes, springs, ponds, coastal waters, and estuaries. Seasonally inundated water bodies or watercourses that do not exhibit wetland characteristics are classified as other waters. The Regional Water Quality Control Board (RWQCB) takes jurisdiction over the same areas as the Corps as "waters of the State" and in some cases will expand their jurisdiction beyond the Corps' boundaries, although typically they will accept the Corps delineation. The main difference for this project is that the RWQCB will take jurisdiction over stream courses from top of bank to top of bank, which is a wider area than the OHWM. The California Department of Fish and Wildlife (CDFW) is responsible for conserving, protecting, and managing California's fish, wildlife, and native plant resources. To meet this responsibility, the Fish and Game Code (Section 1602) requires an entity to notify DFG of any proposed activity that may substantially modify a river, stream, or lake. Notification is required by any person, business, state or local government agency, or public utility that proposes an activity that will: "substantially divert or obstruct the natural flow of any river, stream or lake; substantially change or use any material from the bed, channel, or bank of, any river, stream, or lake; or deposit or dispose of debris, waste, or other material containing crumbled, flaked, or ground pavement where it may pass into any river, stream, or lake." The notification requirement applies to any work undertaken in or near a river, stream, or lake that flows at least intermittently through a bed or channel. If CDFW determines that the activity may substantially adversely affect fish and wildlife resources, a Lake or Streambed Alteration Agreement will be prepared. JUNE 2015 2 Jane Valerius Environmental Consulting Page 2752 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA DESCRIPTION OF SITE CHARACTERISTICS General Description The Landfill occupies approximately 40 acres of permitted landfill area on a 284-acre parcel having a maximum width of approximately 1,000 feet in the north-south direction and a maximum length of about 3,500 feet in the east-west direction. The project study area is located on a saddle, with Sulphur Creek located off-site to the south, and an unnamed tributary to the Russian River located on-site along the northern boundary. The Landfill has been graded to form a series of flat terraces stepping down from south to north and the Landfill surface is covered with a combination of native and non-native grasses and forbs. The project study area supports a blue line creek and was flowing at the time of the field work. The project area is located in an unsectioned portion of the Yokaya Rancheria in the southeastern portion of the Ukiah 7.5-minute topographic quadrangle, within Township 15N and Range 12W. Surrounding land uses consist of mainly open space lands, ranches and vineyards. Land adjacent to the Landfill property is zoned primarily as rangeland and is used for grazing. Dwellings within 1,000 feet of the landfill property include a group of structures owned by the Vichy Springs Investment Group that are located within 500 feet of the Landfill's south property line and a single-family residence located approximately 900 feet west of the Landfill's western property boundary. A rural residential development is located approximately 1/4-mile west of the Landfill property boundary. A housing development is also located along the south side of Vichy Springs Road and westward of the Vichy Springs Resort. The entire development is approximately 1,000 feet southward of the Landfill property boundary and is separated from the Landfill by an intervening ridge. Hydrology and Topography Existing ground surface elevations at the Landfill range from approximately 710 feet above mean sea level (MSL) near the western footprint, to about 970 feet MSL along the southeast footprint. The Landfill has been graded to form a series of flat terraces stepping down from south to north. The Landfill surface is covered with seasonal grasses. Waste disposal operations at the Landfill began in 1955 at the eastern end of the landfill footprint and progressed upslope and westward. During the 1970's, the unnamed ephemeral creek was realigned northward to maximize the available fill area, and a soil berm was constructed along the toe of the landfill to separate the waste from the realigned creek channel. The method of operation during the Landfill's development was a fill and cover approach in a canyon/gully terrain. The Landfill operated as a nonhazardous Class III solid waste disposal site servicing Ukiah and the surrounding area. The Landfill ceased operations in September 2001. Soils There are three main soils types mapped for the Landfill project study area (Appendix B). These are: 1) pits and dumps; 2) Yorktree-Yorkville loams, 30 to 50 percent slopes; and 3) Yorkville- Hopland loams, 30 to 50 percent slopes. Three other soils types are shown on the soils map but they occur mostly outside of the project study area. One of these, Xerochrepts-Haploxeralfs- JUNE 2015 3 Jane Valerius Environmental Consulting Page 2753 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA Argixerolls complex, 9 to 30 percent slopes, occurs in the extreme northwestern end of the project area where the realigned creek is now situated. The pits and dumps map unit covers much of the existing landfill area. Soil material was borrowed from the borrow site to cover the landfill so these are mixed soils. The Yorktree- Yorkville loams, 30 to 50 percent slopes, occurs in the northeastern and south-central portion of the study area. This map unit is on unstable side slopes of hills and mountains. This unit is 50 percent Yorktree loam and 25 percent Yorkville loam. The Yorktree soils is deep and well drained and formed in material weathered from greywacke, shale, siltstone, or sandstone. The Yorkville soils is very deep and moderately well drained and this soil formed in material weathered from graywacke, shale or chloritic schist. The Yorkville-Hopland loams, 30 to 50 percent slopes, occur in the western portion of the study area and include a portion of the landfill. This map unit occurs on spur ridges, ridgetops and unstable side slopes of hills and mountains. The unit is 35 percent Yorkville loam and 35 percent Hopland loam. Hopland soil is moderately deep and well drained and formed from material weathered from sandstone and shale. Xerochrepts-Haploxeralfs-Argixerolls complex, 9 to 30 percent slopes occurs on dissected stream terraces and terrace escarpments. Vegetation Several vegetation types occur within the study area. These are described below. Wild oats grasslands is the dominant vegetation type within the project study area as this type covers most of the landfill area, borrow area and roadsides. The wild oats grassland is mixed in with the ruderal forbs type. The revegetated portions of the landfill have a mixture of non-native grasses and in some areas non-native forbs (ruderal forbs) are dominant. Plant species commonly found in the wild oats grasslands include wild oats (Avena barbata, A.fatua), rip-gut brome (Bromus diandrus), soft chess (Bromus hordaceus), hare barley (Hordeum murinum ssp. leporinum), Harding grass (Phalaris aquatica), orchard grass (Dactylis glomerata), ryegrass (Festuca perennis), tall fescue (Festuca arundinacea) and rattail fescue (Festuca myuros). A few native grass species were also noted in this type including purple needle grass (Nasella pulchra), California oatgass (Danthonia californica) and six weeks fescue (Festuca microstachys). A variety of non-native forb species also occur in this type including hairy vetch (Vicia villosa), cut-leaf plantain (Plantago coronopus), yellow star thistle (Centaurea solsititalis), European umbrella milkwort (Tolpis barbata), yellow glandweed (Parentucellia viscosa), Mediterranean linseed (Bellardia trixago), rose clover(Trifolium hirtum), filarees (Erodium cicutarium, E. botrys), and rough cat's-ear(Hypochaeris radicata). Native forb species included blow wives (Achyrachaena mollis), erect plantain (Plantago erecta), suncups (Camissonia ovata), blue-eyed grass (Sisrynchium bellum), soaproot(Chloragalum pomeridianum), Pacific sanicle (Sanicula crassicauhs), and California buttercup (Ranunculus californicus). Ruderal forbs dominate the area on northeastern portion of the project study area in the flat area of the former borrow pit. This area is dominated primarily by non-native forb species such as European umbrella milkwort, lesser hawbit(Leontodon taraxacoides ssp. taraxacoides), cut-leaf plantain, hairy vetch, yellow star thistle, and rough cat's-ear. JUNE 2015 4 Jane Valerius Environmental Consulting Page 2754 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA Purple needle grass grassland was mapped in one location in the borrow pit area. Small areas of purple needlegrass occur in other locations on the site but are not large enough to map separately as a stand along grassland community. The area on the borrow site was large enough to map and identify as a separate plant community. Blue oak woodland occurs along the southern portion of the project study area and also occurs along the northern bank of the unnamed creek that forms the northern boundary of the study area. Blue oak(Quercus douglasii) are the dominant species. Other trees and shrubs noted include interior live oak(Quercus wislenzi var. wislizeni), Shreve oak(Quercus parvula var. shrevei), buckeye (Aesculus californica), madrone (Arbutus menziesii), coyote brush(Baccharis pilularis), manzanita (Arctostaphylos manzanita ssp. glaucescens), toyon (Heteromeles arbutifolia), buckbrush (Ceanothus cuneatus), mountain mahogany (Cercocarpus betuloides) and poison oak(Toxicodendron diversilobum). A diversity of native grasses are found in this type include onion grass (Melica sp.), blue wildrye (Elymus glaucus), Nevada bluegrass (Poo secunda) and native fescues (Festuca rubra, F. microstachys, F. idahoensis). Native forbs include blue dicks (Dichelostemma capitatum), for-toothed ookow (Dicelstemma congestum), Ithuriels' spear(Triteleia laxa), phacelia (Phacelia sp.), Pacific sanicle, soaproot, Diogene's lantern (Calochortus amabilis), farewell to spring (Clarkia gracilis) and fringed checkerbloom (Sidalcea diploscypha). Manzanita chaparral occurs primarily on the northern portion of the study area along the north bank of the unnamed creek. Whiteleaf manzanita (Arctostaphylos manzanita ssp. glaucescens)is dominant and includes other chaparral shrub species such as toyon, buckbrush, coyote brush, mountain mahogany, sticky monkeyflower(Mimulus aurantiacus), and snowberry (Symphoricarpos albus var. laevigatus). A variety of native and non-native grasses and forbs occur as understory species including blue-eyed grass, Douglas iris (Iris douglasiana), phacelia, hound's tongue (Cynoglossum grande), blue dicks, farewell to spring, and Ithuriel's spear. Sandbar willow thickets occur along unnamed creek that forms the northern boundary of the study area. Sandbar willow (Sahx exigua), arroyo willow (Sahx lasiolepis) and red willow (Sahx laevigata) are dominant. Other tree and shrub species include valley oak(Quercus lobata), Fremont cottonwood (Populus f°emontii), madrone, manzanita, coyote brush, Himalayan blackberry (Rubus armeniacus) and poison oak. Herbaceous wetland plants noted within the creek bed include scouring rush (Equisetum hymale, E. telemateia), rushes (Juncus patens, J. balticus, J. mexicanus), sedges (Carex spp.), pale spike rush(Eleocharis macrostachya) and cattails (Typha angustifolia). Pale spike rush marshes occur along the pond margins along with the cattail marsh types and also within vegetated sections of the unnamed creek channel in the eastern portion of the study area. The dominant species is pale spike rush. Other wetland plants noted include penneyroyal (Mentha pulegium), curly dock(Rumex crispus), umbrella sedge (Cyperus eragrostis), rushes and water plantain (Alisma sp.). JUNE 2015 5 Jane Valerius Environmental Consulting Page 2755 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA Cattail marshes occur in conjunction with the pale spike rush vegetation type and include the same species. Narrowleaf cattail (Typha angustifolia)is dominant and can be a monotypic community type. Seasonal wetlands were mapped in seven areas in the eastern portion of the study area. Six seasonal wetlands were mapped in the borrow area and one occurs along the entrance road on the southeastern side of the project study area. Seasonal wetlands occur as relatively small depressions in the flatter areas of the borrow area. The one along the road appears to have developed as a result of water flowing along the inside portion of the roadway. Plant species noted in these areas include penneyroyal, cocklebur(Xanthium strumarium), rabbitsfoot grass (Polypogon monspeliensis), small quaking grass (Briza minor), Mediterranean barley (Hordeum marinum ssp. gussoneanum), hyssop loosestrife (Lythrum hyssopifolium) and cut-leaf plantain. JUNE 2015 6 Jane Valerius Environmental Consulting Page 2756 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA METHODS Literature Review Prior to the delineation field survey, literature pertinent to identifying potential wetlands and other waters of the United States in the project area was reviewed, including the USGS 7.5 minute topographic quadrangle map for the area, the detailed topographic/aerial photograph base map prepared for the project area, the soil survey report, and the county hydric soils list. Field Survey and Map Preparation A formal delineation was conducted by Jane Valerius, botanist and wetland specialist on April 29, 2015 with additional areas added on May 22, 2015. Areas in which the topography or vegetation suggested that wetlands could exist were sampled using the routine onsite determination method procedures described in the 1987 Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory 1987). The Regional ,Supplement to the Corps of Engineers Wetland Delineation Manual: Arid West Region (Version 2.0) U.S. Army Corps of Engineers (2008), U.S. Army Corps of Engineers, San Francisco District (2000) delineation guidelines and the U.S. Army Corps of Engineers San Francisco District November 2007 Information Requested for Verification of Corps Jurisdiction guidance was also used as part of the on-site wetlands analysis and report preparation Drainages within the project area designated as other waters of the United States have an ordinary high water mark (OHWM) that defines the extent of the Corps' jurisdiction of that feature. An OHWM refers to "that line on the shore established by the fluctuations of water and indicated by physical characteristics such as clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate means that consider the characteristics of the surrounding area" (33 CFR Section 328.3[e]). The width of the drainage was visually estimated and the average width of the OHWM was recorded for areas designated as other waters. A total of eighteen (18) soil sample pits were recorded for the project study area. Data sheets are provided in Appendix A. Soils information is provided in Appendix B and site photographs are provided in Appendix C. JUNE 2015 7 Jane Valerius Environmental Consulting Page 2757 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA RESULTS Table 1 provides the area calculations for wetlands and other waters as shown on the delineation map. There are two unnamed creek drainages within the project study. The eastern tributary drainage is an ephemeral drainage and is mapped as vegetated other waters. The upper portion of the main drainage that forms the northern boundary of the study area is dry with no wetland vegetation in the creek channel. The lower portion of the northern creek channel from the bridge to the western end of the study area has wetland vegetation within the creek bed and within the ordinary high water mark. The northern creek channel varies in width but has an average width of between 15 to 20 feet within the ordinary high water mark. The eastern tributary channel is more narrow and incised and varies from 8 to 10 feet in width Areas mapped as potential jurisdictional wetlands include the three former sediment ponds that occur within the study area. A fourth pond, identified as the leachate pond, has not been identified as jurisdictional because this pond is part of the treatment system for the landfill, even though it supports wetland vegetation. Seven small seasonal wetland were also mapped. A total of 32,623 square feet (sf) or 0.75 acres of non-vegetated other waters were mapped for the two unnamed tributary creek drainages, along with 44,383 sf(1.02 acres) of vegetated other waters, 119,010 sf(2.73 acres) of vegetated ponds, and 6,130 sf(0.14 acres. The total potential jurisdictional area is 202,146 sf or 4.64 acres. JUNE 2015 8 Jane Valerius Environmental Consulting Page 2758 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA Table 1: Area calculations for wetlands and other waters. Seasonal Wetlands Area in Square Feet Acres W1 1,117 0.03 W2 340 0.01 W3 1,417 0.03 W4 466 0.01 W5 226 0.01 W6 2279 0.05 W7 285 0.01 Subtotal or seasonal wetlands 6130 0.14 PONDS Pond A 37,154 0.85 Pond B 60,966 1.40 Pond C 20,890 0.48 Subtotal or ponds 119,010 2.73 Vegetated Other Waters 15' wide 34,881 0.80 10' wide 11,004 0.25 8' wide 5,805 0.13 Subtotal or vegetated other waters 44,383 1.02 Other Waters—Not Vegetated 20' wide 30,665 0.70 8' wide 1,958 0.04 Subtotal or other waters—not ve etated 32,623 0.75 TOTAL FOR ALL AREAS 202,146 4.64 JUNE 2015 9 Jane Valerius Environmental Consulting Page 2759 of 4165 DELINEATION OF WATERS OF THE UNITED STATES,INCLUDING WETLANDS,FOR THE UKIAH LANDFILL CLOSURE PROJECT,UKIAH,MENDOCINO COUNTY,CA REFERENCES CITED Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Wetlands Research Program Technical Report Y-87-1. U.S. Army Corps of Engineers Environmental Laboratory, Waterways Experiment Station, Vicksburg, MS. Natural Resources Conservation Service. 2012. Web Soil Survey for Mendocino County, California. United States Department of Agriculture. Available online at h. ://websonlsti.rvev.:.F:E�;. ..!I.gla,,( ov/ Accessed May 2015. U.S. Army Corps of Engineers, San Francisco District. 2007. Information requested for verification of Corps jurisdiction. November. U.S. Army Corps of Engineers and Environmental Protection Agency. 2007. Jurisdictional determination handbook. May. U. S. Army Corps of Engineers. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). ERDC/EL TR-10-3. May. Vicksburg, MS. U. S. Army Engineers Research and Development Center. JUNE 2015 10 Jane Valerius Environmental Consulting Page 2760 of 4165 Appendix A - Data Sheets Page 2761 of 4165 WETLAND DETERMINATION DATA FORM Projectjsite Qk!@h,Landfill City/County,—WaWpendocino Sampling Date- April 29,2015 Applicant/Owner, City of Ukiab State: CA Sampling Point: lnvesfigator(s). Valerius Section,Township,Range. Landform(hillslope,terrace,etc-): Local relief(concave,convex,none); Slope Subregion(LRR): Lat: Long: Datum Soil M a p UnR Name: W4-e,,�ee, I C�a �,))2'/a '�kL-,NW1 classift tiow Are climatic/hydrologic conditions on the site typical for this time of year? Yes_,.Z"No— (if no,explain in Remarks.) Are Vegetation Soil or Hydrology_significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology. naturally problematic? no (if needed,explain any answers,in Remarks.) SUMMARY OF FINDINGS —Attach site map showing sampling point locations,transects, important features, etc. Hydrophyfic Vegetation Present? Yes No Is the Sampled Areal Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks' VEGETATION Absolute Dominant Indicator d tonninance Test worksheet: Tree Stratum (Plot,size; i JLQo Ler Species'? tptus Number of Dominant Species 1 That Are OBL,FACW,or FAC: (A) 2 Total Number of Dominant 3 Species Across,All Strata: (8) 4. Percent of Dominant Species Saplinq/Shru�Stratum (Plot sire; Total Cover That Are OBIL,FACW,or FAC: (AA3A I Prevalence Index worksheet. 2, Total%Cover of, Multi l b 3, OBL species x 1 = 4, FACWspecies, x 2= 6, FAC species x 3= Total Cover FACU species x4= Herb Stratum (Plot size: 5 ft radius UPL species x 5 ly 1,11 Column,Totals: (A) f 7- 2, /V 4 3, Prevalence Index BIA 4 Hydrophytic Vegetation Indicators: 5. Dominance Test is>50% 6. Prevalence index is 53,01 7 Morphological Adaptations'(Provide supporting 8. data in Remarks or on a separate sheet) Problematic Hydrophyfic'Vegetation'(Explain) —e =Total Cover Woody Vie 5tEpjum (Plot size. I, Indicators of hydric soil and wetland hydrology must 2. be present Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes No US Army Corps of Engineers Page 2762 of 4165 SOIL Sampling Point: Profile Description: (Describe to the depth needed to document the Indicator or confinn the absence of indicators.) Depth Matrix Redox Features (lache§) Color(moist) % Color(moist) % Type% Loc' Texture Remarks z y C=Concentratjon,D=Depletion, RM=Reduced Matrix, CS-Covered or Coated Sand Grains, Location; PL=Pore Lim Hydric Soil Indicators: (Applicable to ails LRRs,uniess otherwise noted.) Indicators for Problematic Hydric Soils : — Histas,ol(At) — Sandy Redox(S5) — 1 cm Muck(Ag)fLRR C) — Histic EpIpedon(A2) ®. Stripped Matrix(SO) — 2 cm Muck(A 10)(LRR B) — Black Histic(A3) ® Loamy Mucky Mineral IF 1) Reduced Vertic(F1 6) — Hydrogen Sulfide(A4) — Loamy Gieyed Matrix(F2) Red Parent Material(TF2) — Stratified Layers(A5)(LRR C) — Depleted Matrix(F3) Other(Explain in Remarks) — 1 cm Muck(Ag)(LRR D) — Redox Dark Surface(F6) — Depleted Below Dark Surface(Al 1) — Depleted Dark Surface(F7) — Thick Dark Surface(Al2) — Redox Depressions(F8) 'indicators of hydrophyfic vegetation and — Sandy Mucky Mineral(Si) — Vernal Pools(Fg) wetland hydrology must be present, Sandy leyed Matrix(S4) unless disturbed or problematic, Restrictive Layer(if present). none Type: Depth(Inches): Hiydric Soil Present? Yes No HYDROLOGY Wetland Hydrology Indicators: Sego.0dary Indicators or more re uired Prima!y Indicators an )ne indicator is sufficient), Water Marks(81)(Riverine) — Surface Water(At) Salt Crust(BI I) Sediment Deposits(132)(Riverine) — High Water Table(A2) _jZ'Biotjc Crust(1312) Drift Deposits,(133)(Riverine) — Saturation(A3) Aquatic Invertebrates(813) Drainage,Patterns(BIO) — Water Marks(131)(Nonriverinie) Hydrogen Sulfide Odor(CI) Dry-Season Water Table(C2) ~"'Sediment.Deposits,(B2)(Nonriverine) Oxidized Rhizospheres along Living Roots(C3) — Thin Muck Surface(C7) — Drift Deposits(B3)(Nonriverine) Presence of Reduced Iron(C4) ® Crayfish Burrows(C8) — Surface Soil Cracks(K) Recent Iron Reduction in Plowed Soils(C6) — Saturation Visible on Aerial Imagery(C9) — Inundation Visible on Aerial Imagery(87) — Thin Muck Surface(C7) — Shallow Aquitard(D3) — Water-.Stained Leaves(139) — Other(Explain in Remarks) — FAC-Neutral Test(DO) Field observations: Surface Water Present? Yes— No Depth(inches)�� Water Table Present? Yes No, IDepth(inches). Saturation Present? Yes No Depth(inches), Wetland Hydrology Present? Yes 1,," No -�Iridudes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available� Remarks: US Army Corps of Engineers Page 2763 of 4165 WETLAND DETERMINATION DATA FORM! ProjecUSite: Ukiah Lgiadfill City/County', Ukiph/Mendocing Sampling Date April 29,2015 Applicant/Owner: gily of'Ukiah State: CA Sampling Point lnvestiqator(s): Vaierius Section,Township,Range: Landform(hillslope,terrace,etc.): Local relief(concave,convex,none)� Slope Subregion(LRR), Lait, Long, Datum: Soil Map Unit Name: 1,ri4Jv-ee, zj NVVI classification,. Are climatic/hydrologic conditions on the site typical for this time of year? Yes No (It no,explain in Remairks,,) Are Vegetation Soil or Hydrology significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology naturally problematic? no (If needed,explain any answers in Remarks,) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects,, Important features, etc, Hydrophytic Vegetation Present? Yes. No Is the Sampled Area Hydric Solt Present? Yes No within a Wetland? Yes No Welland Hydrology Present? Yes No Mari's i VEGETATION Absolute Dominant Indicator Dominance Test worksheets Tree Stratum (Mot size.._ %Cover _cies?_spie Slatu_s Number of Dominant Species 1 4 That Are OBL,FACW„or FAC. r (A) 2, Total Number of Dominant 1 Species Across All Strata, (B) 4, Percent of Dominant Species �2 Total Cover That Are OBL,FACW,or FAC:; (AJB), Sapfing/Shrub Slratv (Plot s4w 1 e."t- 14" 1 L 0 Prevalence Index worksheet, 2 TQtal%Cover of Multiltb)L 3, 0131-species X 1 = 4, FACW species x 2= 5, FAC species x 3= Total Cover FACU species x 4= Hgrb Strata_m (Plot size,- 5_ft ry_ Ius UPL species x 5= I, — Column Totals. (A) (B) 2, 3 Prevalence!Index B)A 4, Hydrophiytic Vegetation Indicators: 5, Dominance Test is>50% 6 Prevalence Index is 53,01 7 Morphological Adaptations'(Provide supporting t4. data in Remarks or on a separate sheet) Total Cover Problematic Hydrophytic Vegetation'(Explajn) Woody Vine Stratum (Plot size: Indicators of hiydric soil and wetland hydrology most 2- be present. .......................—................. ........................ Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust V Present? Yes No Rernarks; US Army Corps of Engineers Page 2764 of 4165 SOIL Sampling pointl- Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Rgdox Features, jnches.l Color(moist) % 9i—oLo—r1mcnU— l Tyge' Lk --Timture Remarks . ................. . ............ 'Type: C=Concentration,D=Depletio,n, RM=Reduced Matrix,CS=Covered or Coated Sand Grains. 11-ocatiom P,L=Pore Lining,M=Matrix Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soilsl� Kstosof(All) — Sandy Redox(S6) .®, 1 crn Muck(Ag)(LRR C) H'istic Epipedon(A.2) — Stripped Matrix(S6) — 2 crn Muck(A10)(LRR B) Black Histic(A3) — Loamy Mucky Mineral(Fl) — Reduced Vertu(F 18) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) — Red Parent Material(TF2) Stratified Layers(A5)(LRR C) Depleted Matrix(F3) — Other(Explain in,Remarks) 1 cm Muck(A9)(LRR D) Redox Dark Surface(F6) Depleted Below Dark Surface(Al 1) Depleted Dark,Surface(F7) — Thick Dark,Surface(Al2) Redox Depressions(F8) 'Indicators,of hydrophytic vegetation and — Sandy Mucky Mineral(SI) Vernal Pools(F9) wetland hydrology must be present, — Sandy leyed Matrix(S4) unless disturbed or problematic. Restrictive Layer(if present)*,none Type: Depth(inches): Hydric Soil Present? Yes No Rerna*s: HYDROLOGY Welland Hydrology Indicators: Secondary in Coss(2 or more reg aired l Prim v Indicators(-any one indicator is Water Marks(BI)(Riverine) — Surface Water(Al) — Salt Crust(1311) Sediment Deposits(52)(Riverine) — High Water Table(A2) — Biotic Crust(8 12) Drift Deposits(B3)(Riverine) — Saturation(A3) — Aquatic Invertebrates(B 13) Drainage Patterns(810) — Watef Marks(Bl)(Nonriverine) — Hydrogen Sulfide Odor(Cl) Dry-Season Water Table(C2) — Sediment Deposits(132)(Nonriverine) Oxidized Rhizospheres along Living Roots(C3) — Thin Muck Surface(C7) Drift Deposits(B3)(Nonriverine) Presence of Reduced Iron(C4) — Crayfish Burrows(CB) Surface Soil Cracks(136) Recent Iron Reduction in Plowed Soils(C6) — Saturation Visible,an Aerial imagery(C9) Inundation Visible on Aerial rnagery(137) Thin Muck Surface(C7) — Shallow Aquitard(D3) Water-Stained Leaves(B9) Other(Explain in Remarks) FAC-Neutra$Test(05) Field Observations, Surface Water Present? Yes Nok Depth(inches), Water Table Present? Yes No Depth(Inches). Saturation Present? Yes— No i,/' Depth(inches)� _ Welland Hydrology Present? Yes Nlo (includes capillary frmqe� Describe Recorded Data(stiream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks. . .......... ...... ........ U'S Army Corps,of Engineers Page 2765 of 4165 WETLAND DETERMWMINATION DATA FORM Project/Site. Ukiah Landfill CitylCounty. QkiahWendocino Sampling Date: April 219,2015 Appfi,cant/Owner: City of gkiah State, CA Sampling Point: lnvestigator(s); Valerius Section,Township,Range� Landform(hillstope,terrace,etc,): Local relief(concave,convex, none)" 4 Slope(%): !. ................... Subregion(LRR). Lat Long: Datum,,--, Soil Map Unit Name.- o,�I. ..... NWI classification, Are climatic/hydrologic conditions on the site typical for this time of year? Yes Z No_ (,lf no,explain In Remarks Are Vegetation Soil or Hydrology_significantly disturbed?no Are"Normal Circumstances"present? Yes_No Are Vegetation Soil or Hydrology naturally p(oblematic? no (if needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc, 7 ................. Hydrophytic Vegetation Present? Yes No is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes P No Wetland Hydrology Present? Yes No ..................... Remarks,. VEGETATION Absolute Dominant Indicator I Dominance Test worksheet: Tree Stratum (Plot size: %Coypr Species? Status Number of Dominant Species I That Are OBL, FACW,or FAC, (A) 2, Total Number of Dominant Species Across All Strata: (B) 4. Percent of Dominant Species qg2lincL hrub Stratum (Plot size• Total Cover That Are OBL,FACW,or FAC, (A/B) 1, Prevalence Index vvorki6_eee_t-,_ 2 . ............... Total%Cover of, Multiply by. 3, 06L species x I = 4 FACW species x 2= 5, FAC species x 3= Total Cover FAC U species x4:= Herb Stratum (Plot sizw 5 R r0djus UPL species x 5 Column Totals: (A) (8) 2, 3 Prevalence Index ffi B/A 1 4 Hydrophytic Vegetation Indicators., 5 'I"J Dominance Test is,.,5o% & Prevalence Index is t-3,01 7, — Morphological Adaptations'(Provide supporting 8 data in Remarks or on a separate sheet) Total Co — Problematic Hydrophytic Vegetation'(Explain) ver Woody"bane Stratum (Plot sjze Indicators of hyd:ric soil and wetland hydrology must be present, 2, ........ Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes No Remarks; .......................... US Army Corps of Engineers Page 2766 of 4165 SOIL Sampling Point, .1�ii>—flle bie—scripiJ-6—n. (be—scribe to the depthneeded—try do­c—u m4ent the indicator or confirm the absence of Indicators,) Depth Matrix Redgx Feat re .Ln2h�es do lor tmoi§t) % gplqr moist I% Type' Log! T Remarks w3' ? .......... C=Concentrationjjtp�pletiqq, RM=Reduced Matrix,CS=Covered or Coated Sand Grain$,- 2 Location" PL=Pore L!niP9_,_M1Mat!iX, Hydric Soil Indicators,. (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic H'ydric Soiis—'.. — Histosol(Al) Sandy Redox(S5) — 1i cm Muck(A9)(LRR C) — Hisfic Epjoedon(A2) — Stripped Matrix(S6) — 2 cm Muck(A 10)(LRR B) — Black 1-14stic(A3) ­ Loamy Mucky Mineral(Fl) ­ Reduced Vertic(F18) Hydrogen Sulfide(A4) Loamy Geyed Matrix(F2) — Red Parent Material(TF2) Stratified Layers,(A5)(LRR C) Depleted Matrix(F3) Other(Explain in Remarks) 1 cm Muck(A9)(LIRR Di) Redox Dark Surface(F6) Depleted Below Dark Surface(Al 1) Depleted Dark Surface(F7) Thick,Dark Surface(At 2) Redox Depressions(F8) Indicators of hydrophytic vegetation and — Sandy Mucky Mineral(Sl) Vernal Pools(F9) wetl'and hydrology must be present, — Sandy Gleyed Matrix(S4) unless disturbed or problematic. Restrictive Layer(if present):none Type" Depth(inches). Hydric Soil Present? Yes m No— Remark& HYDROLOGY Wetland Hydrology lndicators� Secondary Indicators(2 6-r�� ErLmary Indicators(any one indicator is sufficient) Water Marks(BI)(Riverine) "Surface Water(Al) Salt Crust(1311) Sediment Deposits(B2)(Riverine) High Water Table(A2) Biolic Crust(B 12) Drift Deposits(63)(Riverine) Saturation(A3) Aquatic invertebrates(1313) — Drainage Patterns(1310) Water Marks(BI)(Nonriverine) — Hydrogen Sulfide Odor(Cl) — Dry-Season Water Table(C2) Sediment Deposits(82)(Nonriverine) — Oxidized Rhizospheres along Living Roots(C3) _ Thin Muck Surface(C7) D6ft Deposits(83)(Nonriverine) — Presence of Reduced Iron(C4) — Crayfish Burrows(C8) Surface Soil Cracks(B6) — Recent Iran Reduction in Plowed Soils(C6) — Saturation,Visible on Aerial Imagery(C9) inundation Visible on Aerial imagery(87) _ Thin,Muck Surface(C'7) Shailow Aquitard(D3) Water-Stained Leaves(Bg) Other(Explain in Remarks) FAC-Neutrat Test(05) ..................................... ....... Field Observations: Surface Water Present? Yes No_ Depth(inches). Water Table Present? Yes No Depth(inches). Saturation Present? Yes No Depth(inches); Welland Hydrology Present? Yes L, No— (includes capillary Erin ge� .. .......— J— Describe Recorded Data(stream gauge,monitor ng welt,aerial photos:,previous inspections),If available, Rernarks: .......... ...... US Army Corps of Engineers Page 2767 of 4165 WETLAND DETERMINATION DATA FORM Project Site: Ukiah Landfill City/County; Qkiah/MendQcinQ Sampling!oats; Apt i 129,2015 ------- ApplicantJOwner: City,of Ukiah State„ CA - Sampling Point: lnvestigator(s) 'Valerius Section,Township, Range. Landform(hillslope,terrace,etc.): Local relief(concave,convex, none) Slope(%) Subregion(LRR), Lat Long: Datum Soil Map Unit Name� NVVI classificatiom Are climatic I hydrologic conditions an the site typical for this time of year? Yes No— (if no,explain in Remarks Are Vegetation Soil or Hydrology significantly disturbed?no Are"Normal Circumstances"present? Yes_No Are Vegetation Soil or Hydrology naturally problematic? no (if needed',explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transect's, important features,etc. 7— Hydrophytic Vegetation Present? Yes—No Is the Sampled Area Hydric Soil Present? Yes. No'7 within a Wetland? Yes No Wetland Hydrology Present? Yes No ................... Remarlis VEGETATION Absolute Dominant Indicator Dominance Test worksheet, Tree St aturn (Plot size; %Cover -.ffif— _Spqc s? status �e Number of Dominant Species That Are OBL,FACW,or FAC. (A) 2, Total Number of Dominant 3 Species Across All Strata: 4,__ Percent of Dominant Species SaglingiShrub Stratum (Plot sire: Total Cover That Are OBL,TACK or FAC� I Prevalence Index worksheets 2 . .... Total%Cover o�f: 11 ..... 3, 08L species X1 = 4. FACW species x2= 5. FAC species x 3= Total Cover FACU species x4= Herb Stratum (Plot size, 5 ft ragivs UPL species X 5 Column Total 2. S' (A) Prevalence Index =BIA 4, 7 L) yaiiill3hytic Vegetation Indicators, 5 Dominance Test is>50% Prevalence Index is S101 7, — Morphological Adaptations'(Provide supporting 8. data in Remarks or on a separate sheet) — Problematic Hyarophytic Vegetabon'(Explain) Total Cover Woody Vine 5tLyton (Plot size; Indicators,of hydric s'oili and wetiand hydrology must Z be present, Total Cover Hydrophyti:c Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes No . .....-------------L—...... F�ema' ......................................... US Army Corps of Engineers Page 2768 of 4165 SOIL Sampling Point, Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of inclicators.) Depth Matrix _Redox Fes ire JLnches) moist]l.. % Color(moiso % Type, LQCF T Rernar!ks -qxtuLe 'TEL, C,--qoncentration,D=Depletion,RM=Reduced Matfix,CS=Co�vered or Coated Sand Grains. 21­ocation: PL=Pore Lining,M=Matrix Hydric Soil lndicators. (Applicable to all LRRs,unless otherwise noted,) Indicators for Problematic Hydiric Solls'. — Histosol(Al) — Sandy Redox(S5) — I cm Muck,(A9)(LRR C) — Histic Epipedon(A2) — Stripped Matrix(S6) — 2 cm Muck(A 10)(LRR 8) — Black Histic(A3) — Loamy Mucky Mineral(FI) — Reduced Vertic(F 18) — Hydrogen Sulfide(A4) — Loamy Gfeyed Matrix(F2) — Red Parent Material(TF2) — Stratified Layers(A5)(LRR C) — Depleted Matrix(F3) — Other(Explain in Remarks) — I crn Muck(A9)(LRR D) — Redox Dark Surface(F6) — Depleted Below Da*Surface(Al 1) — Depleted Dark Surface(F7) Thick.Dark Surface(Al2) Redox Depressions(F8) 'indicators of hydrophytic vegetation and — Sandy Mucky Mineral(S 1) Vernal Pools(F9) wetland hydrology must be present, — Sandy Gleyed Matrix(S4) unless disturbed or problematic Restrictive Layer(if present): none Type. Depth(inches): Hydric Soil Present? Yes, ­....­No mark�' ...........­.................... HYDROLOGY Weiland Hydrology Indicators- Second a!jindicators(2 or more reQuired Prima pt indicators an gne indigator is fficient) Water Marks(131)(Riverine) Surface Water(At) Salt Crust(B 11) Sediment Deposits(B2)(Riverine) High Water Table(A2), Biotic Crust(812) Drift Deposits(83)(Riverine) Saturation(A3) Aquatic Invertebrates(B 13) Drainage Patterns(810) Water Marks(BI)(Nonriverine) Hydrogen Sulfide Odor(Cl) Dry-Season Water Table(C2) Sediment Deposits(82),(Nonriverine) Oxidized Rhizospheres along Living Roots(C3) _ Thin Muck Surface(C7) Drift Deposits(133)(Norrinverine) Presence of Reduced Ilron(C4) — Crayfish Burrows(C8) Surface Soil Cracks(86), Recent iron Reduction in Plowed Soils(C6) ­ Saturation Visible on Aerial Imagery(C9) Inundatlon Visible on Aerial Imagery(87) Thin Muck Surface(C7) — Shallow Aquitard(03) Water-Stained Leaves(89) Other(Explain in Remarks) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No v" Depth(inches) Water Table Present? Yes No Depth(inches); Saturation Present? Yes No,-""'_ Depth(inches), Wetland Hydrology Present? Yes No (includes cap ills ryErin e Describe Recorded Data(stream g,auge,monitoring well,aerial photos,previous inspections),if available: .............. Remarks. ......................... US Army Corps of Engineers Page 2769 of 4165 WETLAND DETERMINATION DATA FORM Pfojecusitw Ukiah Landfill MtylGaunty: UkohLiMendocino Sampling Bate; Aprill 29,2015 Applicant/Owner City of Ukiah State: CA Sampling Point: invesfigator(s). Valgrius Section,Township,Range, Landform(hjlWope,terrace,etc): Local relief(concave,convex,none) r°..,a Slope Subregion(LRR): Lat: Long" Datum NWI classification, Soil Map Unit,Name: Are climatic/hydrologic conditions on the site typical for this time or year? Yes No_ (if no,explain in Remarks Are Vegetation IT� Soil or Hydrology_significantly disturbed?no Are"Normal Orcurnstances"present? Yes No.­ Are Vegetation Soil or Hydrology naturally problematic? no (if needed,,explain any answers in Remarks,) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, im plortant features, etc. flyarophytic Vegetation Present? Yes No Hydric Soil Present? Yes No Is the Sampled Area Welland Hydrology Present? Yes No within a Wetland? Yes No— ........... .......................... VEGETATION Absolute D o m i n a�t—Indicator 7 — Dominance Test worksheet: Tree Stratum (Plot size: 0/a Covgr Spec4g? __atatus Number of Dominant Species: I That Are OBL, FACK or FAC. (A) 2, Total Number of Dominant 3 Species Across Ali Strat& (B) 4, Percent of Dominant Species 5apLlng/Shrub StArtM �(Plot size: J Total Cover That Are OBL,FACW,or FAC� (A/B) I Prevalence Index worksheet: 2. Total%Cover of: Mgltg2ly by. 3 061-species X 1 = 4, FACW species x 2= 5 FAC species x 3= Total Cover FACU species x 4= Herb StratMm (Plot size�.—Iftlgdivas ) UPL species X 5= Column Totals: (A) (B) 2, ell,ell, ......... Prevalence,index B/A 3 Hydrophytic Vegetation Indicators: 5 K Dominance Test is,>50% 6. Prevalence Index is::3.01 7 — Morphological Adaptations'(Provide supporting 8, data in Remarks or on a separate sheet) �tr — Problematic Hydrophytic Vegetation'(Explain) Total Cover Woody Vine Stratum (Plot size: I 'Indicators of hydric soil and wetland hydrology must 2. be present Total Cover Hydrophyfic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust, Present? Yes No Remark& US Army Corps of Engineers Page 2770 of 4165 SOIL Sampling Point. Profile Description: (Describe to t—he depth needed to document the Indicator or confirm tine absence of indicators.) Depth Matrix Re F@9jWre§ .L%n,2hqA1_ Co)9_r1m_oi%t1 __.Color 1moist L_ ypel L2S;l Tgxture Remarks ........... 'Type' C=C oncent ration,_P!Deplet ion,RM=Reduce,d Matrix,CS=Covered or Coated Sand Grains, 21-ocation, PL=Pore Lint%MzMatnx Hydric Soil Indicators: (Applicable_t­o all_CR­R's,unless otherwise noted,) Indicators for Problematic Hydric Solls4. Histosoli(A I) Sandy Redox(85) — I cm Muck(A9)(LRR C) Hisfic Epipedon(A2) Stripped Matrix(S6) — 2 cm Muck(A10)(LRR B) Black Histic(A3) Loamy Mucky Mineral(Fl) — Reduced Vertic(F 18) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) — Red Parent Material(TF2) Stratified Layers(A5)(LRR C) Depleted Matrix(F3) — Other(Explain in Remarks) I cm Muck(Ag)(LRR D) Redox Dark Surface(F6) Depleted Below Dark Surface(All) — Depleted Dark Surface(F7') Thick Clark.Surface(At 2) — Redox Depressions(F8) "Indicators of hydrophytic vegetation and Sandy Mucky Miniefal($I) Vernal Pools(F9) wetiand hydrology must be present, Sandy leyed Matrix(S4) unless disturbed or problematic, Restrictive Layer lif present): none Type. Depth(inches): Hydric Soil Present? Yes No Remarks: HYDROLOGY We tiand Hydrology Indicators, Ser,Qndg!y indip_tgr§ or more reggired) f!rmrnai. Indicators an one iriffingtor sufficient — Water Marks(131)(Riverine) — Surface Water(Al) Salt Crust(B1 1) — Sediment Deposits(82)(Riverine) — H ig h Water Table(A2) Biotic Crust(Bl 2) — Drift Deposits(B3)(Riverine) — Saturation(A3) Aquatic Invertebrates(1313) — Drainage Pattems,(B 10) Water Marks(131)(Nonriverine) Hydrogen Sulfide Odor(C1 — Dry-Season Water Table(C2) Sediment Deposits(82')(Nionriverine) Oxidized Rhizospheres along Living,Roots(C3,) _ Thin Muck Surface(C7) Drift Deposits(133)(Nonrtverine) Presence of Reduced iron(C4) — Crayfish Burrows(C8) Surface Soil Cracks(B6) Recent Iron Reduction in Plowed Soils(C6) — Saturation Visible an Aerial imagery(C9) inundation Visible on Aerial imagery(87) Thin Muck Surface(C7) — Shallow Aquitard(D3) Water-Stamed Leaves(69) Other(Explain in Remarks) FA -Neutral Test(D5) Field Observations. Surface Water Present? Yes No t,"' Depth(inches)., Water Table Present? Yes No 0" Depth(inches)r Saturation Present? Yes No Depth,(inches): Wetland Hydrology Present? Yes No )ilhq i firinge Describe Recorded Data(stream gauge,monitoring weli,aerial photos,previous inspections),if available: ............... Remarks'. ................. US Army Corps of Engineers Page 2771 of 4165 WETLAND DETERMINATION DATA FORM Project/Site; Ukiah Landfill City)County JJlu@h1M_end2cinc Sampling Date. April 2.1,2015 Applicant/Ciwner:— !Qly of QkJah State: CA -Sampling Point, lnvestjqator(s): Valprius, Section,Township,Range, Landform(hillsilope,terrace,etc.); Local ire I ief(concave,convex,none): e'2, Slope Subregion(LRR)� Let: li Daturm S61 Map Unit Name �....Z' z- v" NWII cWssificaltom Are climatic/hydrologic conditions on the site typical for this time of year? Yes;,,L No (it no,explain in Remarks,) Are Vegetation Soil or Hydrology significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology naturally problernafic? no (if needed,explain any answers Jin Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,trans ects, important features, etc. Hydropnyttc Vegetation Present? Yes No Hydric Soil Present? Yes No Is the Sampled Area Wetland Hydrology Present? Yes No within a Wetland? Yes— No VEGETATION Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Pilot size ) %Cover _apgcies? -_Statps., Number of Dominant Species That Are OBL,PACK or FAC: (A) 2 Total Number of Dominant 3 1 Species Across All Stratw (B) i Percent of Dominant Species $apfirrglg�ru StEli (Plot size: Total Cover That Are OBL,FACK or FAC: (A/B) ............. 1: Prevalence Index workshraet* 2, Total%Cover of, LAUlliply try: 3. OBL species, x 1 4, FACW species x 2 FAC species x 3 Herb Stratum (Plot size 5 it radius Total Cover FACU species x 4 LlPL species x 5 Column Totals;. (A) �, V 2 , 3. Prevalence Index =B/A 4 -R—ydrophytic Vegetation Indicators: 5, Dominance Test is>50% & Prevalence Index is S3,01 7. — Morphological Adaptations'(Provide supporting & data in Remarks or on a separate sheet) =—Total Cover — Problematic Hyd,rophytic Vegetation'(Explain) Lftody Vine SLt�Lluq (Plot size, 1 w 'Indicators of hydric soil and wetland hydrology must 2, be present, Total Cover Hydrophytic % He rb Stratum Vegetation Bare Ground in %Cover of Biotic Crust Present? Yes No, Remarks; US Army Corps of Engineers Page 2772 of 4165 SOIL Sampling Point: Profile Descrip)on: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.) Depth motf ix Rgdox Fq�,tgtwrerp du Color imoisb olor(m6st) 11/0 Tyml L zcr TeXture Remarka _2 le", 11E, 1�p,­,i'l �Type� C=ConcentratfonjLmQ�p 0 rix,,!qLLn,RM=Reduced Matrix CS=Covered or Coated Sand Grains, 'Location PL P reLining,M=Mat' Hydric Soil Indicators: (Applicable io­elk Lii_R�,'unless otherwise noted,) Indicators for Problematic Hydric Soils': — Histosol(AI) — Sandy Redox(S5) — 11 cm Muck(A9)(LRR C) — Histic Epipedon(A2) — Stripped Matrix(S6) — 2 crin Muck(A10)(LRR 8) — Bd,ack Histic(A3) — Loamy Mucky Mineral(Fl) — Reduced Vartic(F18) — Hydrogen Sulfide(A4) — Loamy feyed Matrix(F2) — Red Parent Material(TF2) — Stratified Layers(A5)(LRR C) — Depleted Matrix(F3) — Other(Explain In Remarks) — 1 crn Muck(A9)(LRR D) — Reclox Dark Surface('F() — Depleted Below Dark Surface(Al 1) Depleted,Dark Surface(F7) — Thick Dark Surface(A 12) Redox Depressions(FO) 'indicators of hydraphyfic vegetation and — Sandy Mucky Mineral(SI) Vernal Pools(F9) Welland hydrology must be present, Sandy Gleyed Matrix(S4) unless disturbed or problematic, Restrictive Layer(if present):none Type. Depth(lnches) Hydric Soil Present? Yes —No LLL Remark& HYDROLOGY Wetland Hydrology Indicators: §ecgndgU lindicators, or more r aired P6maU Indicators an gne_rind'' for is s_Ufficient) .................. — Water Marks(Bl)(Riverine) — Surface Water(AI) — Salt Crust(B1 1) — Sediment Deposits(82)(Riverine) — High Water Table(A2) — Biotic Crust(B1 2) — Drift Deposals(B3)(Riverine) — Saturation(A3) — Aquatic Invertebrates(B 13) — Drainage Patterns(B 10) — Water Marks(BI)(Noniriverine) — Hydrogen Sulfide Odor(Cl) — Dry-Season Water Table(C2) Sediment Deposits(B2)(Nonriverine) — Oxidized Rhizos,pheres along Living Roots(C3) — Thin Muck Surface(C7) — Drift Deposits(83)(Nonriverine) — Presence of Reduced iron:(C4) — Crayfish Burrows(C8) — Surface Soil Cracks(136) — Recent Iron Reduction in Plowed Sails(C6) — Saturation Visible on Aerial Imagery(C9) — inundation Visible on Aerial Imagery(87) Thin Muck Surface(C7) Shallow Aquitard(03) Water-Stained Leaves(B9) Other(Explain in Remarks) FAC-Neutral Test(05) Field Observations. Surface Water Present? Yes No Depth(inches)� Water Table,Present? Yes No Depth(inches): Saturation Present? yes No Depth(inches): Wetland Hydrology Present? Yes No (Includes ca:piliary fringe) Describe Recorded Data(stream gauge,rnonitorsng WeH,aerial photos,previous inspecfions),,T avail iEW Rernarxs, US Army Corps of Engineers Page 2773 of 4165 WETLAND DETERMINATION DATA FORM ProjecusAw U-biab Wadfill City/County: Ukiah/Mendocino Sampling Date! April 29,2015 Appficant/Owner: City of Ukiah State: CA Sampling Point:-2- Investigator(s): Valedus Section,Township,,Rangw Landform(hillslope,terrace,,etcj: Local relief(concave,convex,none)- slope Subregion(LRR): LatL Lonq Daturm Soil Map Unit Name. NWI classification: Are climatic I hydrologic conditions on the site typical for this time of year? Yes L, N(ge(lf no,explain in Remarks,.) Are Vegetation Soil or Hydrology_significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology naturally problematic,? no (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects,, important features, etc. Hydrophylic Vegetabon Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No Welland Hydrology Present? Yes No within a Wetland? Yes No R VEGETATION Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size. 0/6_Cover Sftecies^a Status Number of Dominant Species That Are CIBL,FACK or FACE (A) 2. Total Number of Dominant 3. Species Across All Strata: 4. I Percent of Dominant Species $apling/Shrub Stratum {Plot size, Total Cover That Are 08L,FACW,or FAC (A/B) I Prevalence Index worksheets 2, To al%Cover of, i tr l oz 1 OBI-species X I 4 FACW species x 2 5. FAG species x 3 Total Cover FACU species x 4 Herb Stratum (Plot size 6 ft_radius 1, UPL species x 5 Column Total& (A) 2, -J- Prevalence index S/A 4 4 j Hydrophytic Vegetation Indicators- 7 5, Dominance Test is>50% 6:, Prevalence Index is:53,0' " Morphological Adaptations' (Provide supporting 6. data in Remarks or an a separate sheet) =-Total Cover Problematic Hydrophytic Vegetation'(Explain) Woody Vine Stratum (Plot size- 1. Indicators of hydric soil and wetland hydrology must Z be present, Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes No Remarks: US Array Corps of Engineers Page 2774 of 4165 SOIL Sampling Point: 7 Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.) Depth Matrix Redox Fes ----m tyree _Lnc,hesL_ o 0/a 1 Lo I Texture Remarks 'Type: C=Concentration,D=Depletion,RM=Red!uced Matrix„GS=Covefed or Coated Sand Grains. 2Location, PL=Pore Lining,M=Matrx, Hydric Soil indicators: (Applicable to all LRRs,unless otherwise noted,) Indicators for Problematic Hydric Soils': ®. Histosol(Al) — Sandy,Redox(Sfi) — 1 Cm Muck(A9)(LRR C) — Hishc Epdpledon(A2) — Stripped Matrix(S6) — 2 cm Muck(A 10)(LRR B) — Black Hisfic,(A3) Loamy Mucky Minerall(FI) — Reduced Vertic(F 18) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) — Red Parent Material(TF2) Stratified Layers(A5)(LRR C) Depleted Matrix(F3) Other(Explain in Remarks) I Cm Muck(A9)(LRR 0) Redox Dark Surface(F6) Depleted Below Dark Surface(Al 1) Depleted Dark Surface(F7) Thick Dark Surface(Al 2) &Redox Depressions(F8) 'indicators of hydrophytic vegetation and Sandy Mucky Mineral(81) Vernal Pools(F9) wetland hydrology must be present, Sandy Gleyed Matrix(S4) unless disturbed or problematic, Restrictive Layer(it present):none Type. Depth(inches) Hydric Soil Present? Yes -L'L No Remarks, 4444 I-IYDROLOGY Wetland Hydrology Indicators: Seconidarwy lndioalors 2 or more reggirej) Primary indicators(any one Indic catQr i Ufficient), Water Marks(81)(Riverine) sj$ — Surface Water(Al) Salt Crust(1311) Sediment Deposits(132)(Riverine) — Hugh Water Table(A2) _14-tiotic Crust(B12) Drift Deposits(133)(Riverine) ® Saturation(A3) — Aquatic Invertebrates(813) — Drainage Patterns(B10) — Water Marks(BI)(Nonriverine) — Hydrogen Sulfide odor(CI) — Dry-Season Water Table(C2) — Sediment Deposits(132)(Nonriverine) — Oxidized Rhizospheres along Living Roots(03) _ Thin Muck Surface(C7) Drift Deposits(63)(Nonriverine) — Presence of Reduced,Iron(C4) — Crayfish Burrows(CB) L,,'§urface Soil Cracks(136) ­ Recent Iron Reduction in Plowed Soils,(U) — Saturation Visible on Aerial lrnagery(C91) — Inundation Visible on Aerial Imagery(67) _ Thin Muck Surface(C7) Shallow Aquilard(03) — Water-Stained Leaves(B9) — Other(Explain in Remarks) FAC-Neutral Test(D ) .......... Field Observations: Surface Water Present? Yes... Motu, Depth(inches): Water Table Present? Yes No Depth(jnches)u Saturation Present? Yes-LL_ No Depth(inches): Wetland Hydrology Present? Yes es No -Idnclud'es cin e ......................................... Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if avallable. Remarkv ................. US Army Corps of Engineers, Page 2775 of 4165 WETLAND DETERMINATION DATA FORM ProjectJSite� Ukiah Landfill City,/County; UkiahiMendqcino Sampling Date: ASP 2015 ApplicantlOwner Cit of Ukiah —State; CA Sampling Point: Investigator(s): Valerjus Section,Township,Range: Landform(hillslope,terrace,etc,): Local relief(concave,convex,none) Slope Subregion(LRR): Let Long: Datum, Soil Map Unit Namc > NVVI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes,V'," No (If no,explain m Remarks.) Are Vegetation Soil oi Hydrology significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology naturally problematic? no (if needed,explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site map showing sampling point Illocations,transects, important features, etc. Hydrophytic Vegetation Present? Yes—No Hydric Soil Present? Yes,—No Is the Sampled Area Wedand Hydrology Present? Yes No-77— within a Wetiand? Yes No Remark a maft� VEGETATION Absolute "Uo_r �inantlndicator Dominance Test worksheet; Tree StTajuM (Plot size, 1 %Cover Species? Status- Number of Dominant Species I- That Are OBL,FACW,or FAC: (A) 2- Total Number of Dominant 1 Species Across All Strata: (B) 4, Percent of Dominant Species Sapfing)Shrub Straturn (Plot size: Total Cover That Are OBL,FACK or FAC� (AJIB) 1 Prevalence Index workshieet: 2. Total 11/o Cower pf M-U 3, OBL species x 1 = 4 FACW species x 2= 5. FAC species X 3 Total Cover FACU species x 4 Herb Stratum (Plot size: 5ft radius t*ryUPL species X 5 Column Totals (A) (B) 2, 21_4 , Prevalence Index BIA,= 3 x 4, /1-J- Hiydrophytic Vegetation Indicators: 5, /1-4 Dominance Test is>50% 7 & Prevalence Index is 3,01 Morphological Adaptations'(Provide supporting data in Remarks or on,a separate sheet) =Total Cover Problematic Hydrophytic Vegetation'(Explain) Woody Vine Stratum (Plot size 11ndicators of hydric soil and wetland hydrology must be present 2, Total Cover Hydrophytic Vegetation 1%Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes No Remarks. US Army Corps of Engineers Page 2776 of 4165 SOIL Sampling Point" Profile Description: (Describe to the depth needed to document the Indicator or confinn the absence of Indicators.) Depth Matrix Regox Features (inche.5) golor moistL /a Color(mQi§t T e' Loc' Tex ire Remarks J-­iZ/ Covered or Coasted Sand Grains 'Locatiom PL=Pore Lining,M=Matrix- Hydric Soil Indicators, (Applicable to all LRRs,unless otherwise noted,) Indicators for Problematic Hydric Soils': — Histosol(At) — Sandy Redox(S5) — I cm Muck(Ag)(LRR C) — Hishc Eptpecon(A2) — Stripped Matrix(S6) — 2 cm Muck(ACID)(LRR 8) — Black Hislic(A3) — Loamy Mucky Mineral(FI) Reduced Verti a(F 18) — Hydrogen Sulfide(A4) — Loamy G(eyed Matrix(F2) Red Parent Material(TF21) — Stratified Layers(A5)(LRR C) — [Depleted Matrix(F3) Other(Explain in Remarks) — 1 cm Muck(A9)(LRR D) — Redox Dark Surface(F6) — Depleted Below Dark Surface(At 1), — Depleted Dark Surface(F7) — Thick Dark Surface(Al2) — Redox Depressions(F8) "Indicators of hydFophytiic vegetation and — Sandy Mucky Mineral(51) — Vernal Pools(F9) wetland hydrology must be present, Sandy Gleyed Matrix(84) unless disturbed or proWernatic, Restrictive Layer(if present): none Type: D Hepth(inches), ydric'Stull Present? Yes —No Remarks. HYDROLOGY Welland Hydrology Indicators: Secondary Indic tars(2 or r more reguired) Prima indicators an one indicator is sufficient Water Marks(BI)(Riverine) Surface Water(Al) Salt Crust(B1 1) Sediment Deposits(62)(Riverine) High Water Table(A2) — Biotic Crust(1312) Drift Deposits(83,)(Riverilne) Saturation(A3) — Aquatic Invertebrates(51 3) Drainage Patterns(1310) Water Marks(81)(Nonriverine) — Hydrogen Sulfide Odor(CI) Dry-Season Water Table(C2) Sediment Deposits(132)(Nonriverine) — Oxidized Rhizospheres along Living Roots(C3) — Thin Muck Surface(C7) Drift Deposits(83)(Nonriverine) — Presence of Reduced Iron(C4) — Crayfish Burrows(C8) Surface Soil Cracks(B6) — Recent Iron Reduction,in Plowed Solis(C6) Saturation Visible on Aerial Imagery(C9) Inundation Visible on Aerial imagery(87) — Thin Muck Surface(C7) Shallow Aquitard(133) Water-Stained Leaves(139) — Other(Explain In Remarks) FAC-Neutral Test(D5) Field Observatiorts. Surface Water Present? Yes— No Depth(Inches): Water Table Present? Yes No Depth(inches)' Saturation Present'? Yes— Nod Depth(inches), Wetlaind Hydrology Present? Yes .—No (includes Describe Recorded Data(stream gauge,moriltoring wefl,aerial photos,previous inspections), if available: Remarks. US Army Corps of Engineers Page 2777 of 4165 W'ETLA,ND DETERMINATION DATA FORM Proje:ct/Site'. Ukiah Landfill Cky/County; UkiahiMendocino Sampling Date:_____April 29 201�5 Applicant/Owner City of j)Kjah State; CA Sampling Point: I nve5tj gate r(s,)-. Valerius Section,Township,Range: Landform(hillslope,terrace,etc,): Local relief(concave,convex.none): Slope(%).—0 "J" Subregion(LRR) Lat Long: Datum; Soil Map Unit Name, L NVVI classificatiom Are climatic/hydrologic conditions on the site typical for this time of year? Yes No_, (if no,explain in Remarks,) Are Vegetation Soil or Hydrology—significantly disturbed?no Are"Normal Circumstances"present? Yes,•—No Are Vegetation Soil or Hydrology naturally problematic? no (If needed,explain any answers in Remarks.) SUMMARY OF FIN DINGS-Attach site map showing sampling point locations,transacts, important features, etc. Hydrophytic Vegetation Present? Ye�s No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes iel", No WeVand Hydrology Presentl Yes 01", No -i�em-arks: icf 3 VEGETATION Absolute Dominant Indicator 7 Dominance Test worksheet. Tree Stratum (Plot sjze � %Cover Species? -5-LRt-u—s Number of Dominant Species I, — — That Are OBL, FACW,or FAC: a (A)i 2 Total Number of Dominant 1 Species Across,All Strata: (B) 4, Percent of Dominant Species h-0 Total Cover That Are 013L,FACK or FAC-. (A/8) Sa fina/Shrub Stratum (Plot saw 1 Prevalence Index worksheets 2, To Multily by p : jat!Kq Cover of,, 3. 08L species x I = 4, FACW species x 2= 5, FAC species x 3= Total Cover FACU species x 4= Herb Stratum lot sate 5 ft radius f UPL species x 5= Column Totals: Ttq (A) (B) 2, Afy` at' ) � 3, le,,�­:,),�; ,Y,fr, Aj Prevalence Index =B/A 4 �,e4 C Hydrophytic Vegetation Indicators; 5 -z"llorninance Test is>50% 6 Prevalence Index is,:53.0' 7, Morphological Adaptations'(Provide supporting data in Remarks or on a separate sheet) tom Problematic Hydrophytic Vegetation'(Explain) Total Cover Woody'Vqe,9tLatqm (Plot size; 'Indicators of hydric soil and wetland hydrology,must be present, 2, Totals Cover Hydrophytic Stratum Vegetation %Bare Ground in Herb S %Cover of Biotic CrustPresent? Yes No Remarks: US Army Corps of Engineers Page 2778 of 4165 SOIL Sampling Point; _. roFil D sc 1pti ara: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.) Depth Matrix Redox Features Co(inch") Color(moist) _ % lor )tmois .. _ �� .. ..�.Y67e Loci._..._. Texture _. _ Remarks T e: C Concentrat' P��_ _.. � .. a -_.. _..� _fix. ion„D-De Ietbon,RripN Reduced Magri CS Covemed car Coated Sand drains Location PL Pore Lronin fufatr Hyd'ric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils': — Flistosol(Al) — Sandy Redox('S ) ® 1 cm Muck(A9)(LRR C) H stic Fpipedon(A2) Stripped Matrix(S6) — 2 cm Muck(A10)(LRR B) Slack Histic(A3) Loamy Mucky Mineral(F1) � Reduced Verfpc(1718) Hydrogen Sulfide('A4) _. Loamy Gleyed Matrix(F2) Red Parent Material(TF2) ._ Stratified Layers(A5)(LRR C) Depleted Matrix(F3) other(Explain in Remarks) 1 cm Muck(A9)(LRR D) Redox Dark Surface(F6) Depleted Below Dark Surface(Al 1) Depleted Dark:Surface(F7) _ Thick,Dark Surface(Al2) Redox Depressions(F8) 'Indicators of hydrophytwo vegetation and Sandy Mucky Mineral(S1') � 'vernal Pools(F ) wetiand hydrology must be present, Sandy Cleyed Matrix(S4) unless disturbed or problematic. Restrictive Layer(if present), none _.._..... Type: Depth(inches),_. . Hydric Soil present" yes V too ......_...._......_._...............��.... Remarks: HYDROLOGY Wetland Hydrology Indicators. Second lndicat 2 or more re ijired Puma indicators(any one indicator is sufficient) —, Water Marks(R 1)(Riverine) Surface Water(Al) Salt Crust(1311) , Sediment Deposits(S2)(Riverine) �,. High Water Table(A2) ...L, lotic Crust(1312) Drift Deposits(R3)(Riverine) Saturation(A3) Aquatic Invertebrates(B13), , M,, Drainage Patterns(R10) Water Marks(131),(Nonrivetine) — Hyd rage n Sulfide odor(C1) __ Clay-Season Water Table(C2) -L-111tediment Deposits(82)(Nonriverine) ,1&dized Rhizospheres along Living Roots(C3) _ Thin Muck Surface( ) __.. Drift Deposits(133)(Nonriverine) Presence of Reduced Iron(,C4) — Crayfish Burrows(C8) Surface Soil Cracks(86) Recent iron Reduction in Plowed Soils(C6) Saturation Visible on Aerial Imagery(C9) inundation Visible on Aerials Imagery(87) Thin Muck Surface('C7) — Shallow Aquitard(D3,) Water-Stained Leaves(139) other,(Explain in Remarks) FAC-Neutrai Test(DS) FlWia 7Jbsery ii,li_ons.__..�.-..�. _._.._. . ... .__. .. ._... ._._ o __._.­_.._.__..._.. ._.�..... .. Surface Water Present? Yes No i,,," (Depth(inches): Water Table Present? 'yes No V` Depth(inches) , Saturation Present" Yes No e,, Depth(inches)A Welland Hydrology Presents, Qes '' '� No rncludes capillary fringe) Describe Recorded Data(stream gauge,monwtonng well,aerial photos,previous inspections),if available Remarks. ........_._... US Array Corps of Engineers Page 2779 of 4165 WETLAND DETERMINATION DATA FORM Project/Site: Ukiah Landfill City/County._Ukish/Mendgging Sampling Date' APM29,2015 ApplicanVOwner-, C State:_CA Sampling Point Investigator(s). Valenus Section,Township,Range La�ndform(hillslope,terrace,etcj� Local relief(concave,convex,none). Slope(%) Subregion(LRR)': Let Long, Datum Soil Map Unit Name: ef �jLvr�- NWI classification: Are efinnatic I hydrologic conditions on the site typical for this time of year? Yes_ No_ (If no,explain in Remarks.) Are Vegetation Soil or Hydrology_significantly disturbed?no Are'Normal Circumstances"present? Yes_No Are Vegetation Soil or Hydrology naturally problematic? no (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations,transects, important features, etc. .................. Hydrophytic Vegetation Present? Yes. No Is the Sampled Area Hydric Soil Present? Yes No ? Wetland Hydrology Present? Yes No Z within a Wetland Yes No, - Remarks VEGETATION Absolute Dominant indicator Dominance Test worksheelt: IT Treq Sjratum (Plot size: %Cover Species? Status Number of Dominant Species 1, ...... That Are OBIL,FACK or FAC: (A) 2 Total Number of Dominant 7 1 Spelcles Across Ail Strata: - (B) 4, Percent of Dominant Species Sapling/Shrub Stratum (Plot size: Total Cover That Are 08L, FACW,or FAC' (A)B) I 1, Prevalence Index worksheet 2, Total%Cover of: multijqIy_ y: 1 OBIL species x I = 4, FACT species x 2= 5. FAC species x 3= Total Cover FACU species x 4= Herb traturq 5 Ift radius,_jj_ (Plot size� UPL species X 5= 21 L Column Totals: (A) (13) 2, c, u Prevalence Index B/A L 4, Hydrophytic Vegetation Indicators: zl,6 0.", Or"' Z: Dominance Test is>50% & r/ � L Prevalence Index is 53-01 7. Morphological Adaptations'(Provide supporting data in,Remarks or on a separate sheet) f5-U ToW Cover Problematic Hydrophytic Vegetation'(Explain) Woody Vine Stratu (Plot size 'Indicators of hydric soil and wetland hydrology must be present. 2 Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum >L) %Cover of Biotic Crust Present? Yes Noz_ .......................... Remarks: ................. ............ US Army Corps of Engineers Page 2780 of 4165 SOIL Sampling Point, (Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix R dox Feature inches Color('moist) Color dmoisil % Ty2e' Qe Ce_xNre Rarr+acks "Type; C=Concentration„ -�I aYet�en, R =reduced lidlatrAx 5= avere l or Coated Sardd gains. kocationr PL=Pore Lunn M=Matnix. Hydric Sol]Indicators: (Applicable to all LRRs„unless otherwise noted,) Indicators for Problematic Hydric,Boils': _ Histosol(Al) — Sandy Redox(S5) 1 cm Muck(A0)(LRR C) Histic Epipedon(A2) . .. Stripped Matrix(S6) ®, 2 cm Muck(A10)(LRR B) Black Histic(A3) — Loamy Mucky Mineral(F1) Reduced Vertwc(F18) — Hydrogen Sulfide(Aa) ® Loamy Gleyed Matrix(F2) Reel Parent Material(TF2) Stratified Layers(A )(LRR,C) ,_.. Depleted Matrix(F3) � 'Other(Explain in Remarks) 1 cm, Muck(A0)(LRR Ci) Redox Clark Surface(F8) — Depleted Below Dark Surface(A11) ®, Depleted Dark Surface(F7) Think Dark Surface(Al2) Redox Depressions(F'8) 11ndicators of hydrophytic vegetation and — Sandy Mucky Mineral($1) _ Vernal Pools('F ) wetland hydrology must be present. Sandy Gleyed Matrix(S4) unless disturbed or problematic. Restrictive Layer(if present):none Type, Depth(inches): Hydric Boil Present? Yes No Remarks, HYDROLOGY Wetland Hydrology Indicators: Secondary Indic '(ors f2,oir more reouired Primau Indicat rs an ne indicator is sufficientl Water Marks(131)(Riverine) T Surface Water(Al) � Salt Crust(B11) � Sediment Deposits(132)(Riverine) __ High Water Table(A2) Biotic Crust(1312) Drift Deposits(133)(Riverine) — Saturation(A3) Aquatic invertebrates(B13) Drainage Patterns(B10) — Water Marks(81)(Nonrive'rine) � Hydrogen:Sulfide Odor(Cl) Dry-Season Water Table(C2) Sediment Deposits(132)(Nonriverinp) Oxidizued Rhiz.ospheres along Living Roots(C3) .� Thin Muck Surface(C7) Drift Deposits($3)(Nonriverine) � Presence of Reduced Iron(C4) Crayfish Burrows(C8) Surface Sod Cracks(136) Recent Iron Reduction in Plowed Soils(C6) Saturation Visible on Aerial'Imagery(CS) Inundation Visible on Aerial imagery(B'7) Thin Muck Surface(C7) Shallow Aquitard(D3) Water-Stained Leaves(89) — Other(Explain in Remarks) FA -Neutral Test(136) Field Observations- Surface Water Present? Yes No��. Depth('inches) Water Table Present? Yes No Depth(inches): Saturation Present? Yes No,w Depth(inches),.� Wetland Hydrology Present? 'Yes No \1�4. (includes ca illa fringe) Describe recorded Data(stream gauge„monitoring well„aerW photos,previous inspections),if available: Remas US Array Corps of Engineers Page 2781 of 4165 WETLAND DETERMINATION DATA,FORM ProjecVSite: Ukiah Landfill City/County ......Ukjah/Mendocino Sampling Date April 29,20.15 Applicant)Owner: Cily gf ljkia� Statw QA Sampling Point Investigator(s): Valedus Section,Township,Rarige; Landform(hillslope,terrace,etc,): Local relief(concave,convex, none); slope ml Subregion(LRR). Lat - Long, Datum Soil M U ap nit Name.,.U­,g!k,vfPe -­i­k­�e4d)'+, 1, &w­ 4 classificabon, 7 _ Are climatic I hydrologic conditions on the site typical for this time of year? Yes, No_ (if no,explain in,Remarks,.) Are Vegetation Soil_,or Hydrology siginificantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil-,or Hydrology naturally problemiatc? no, (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map etlowingl sampling point locations,transects, important features,etc. ....................... Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No, within a Weltiland? Yes No Wetland Hydrology Present? Yes_k�No ............... ....... ....... emarks� ...................... VEGETATION Absoi[ute Dominant Indicator Dominance Test worksheet, Tree Stratum (Plot size: l %Cover Species? status Number of Dominant Species I, - - That Are OBL, FACK or FAC: (A) 2, Total Number of Dominant 3 Species Across All Strata., (B) 4, Percent of Dominant Species Saolina/Shrub Stratum ('Plot sizw Total Cover That Are OBL,FACEor FAC� (A15) I Prevalence Index worksheets 2, Total%,Cover of ------�Lpli!p!y-by......... 3, OBL species x I = 4, FACW species x 2= 5, FAC species x 3= Total Cover FACU Species x 4= Herb Stratum (Plot slze� 5 ft radius UPL species Column Totals (A) (B) 2 3, Prevalence Index B/A 4, Hydrophytic Vegetation Indicators, 5, �Qaminance Test is>50% 6, Prevalence,Index is s 5101 7, Morphological Adaptations'(Provide supporting 8, data in Remarks or on a separate sheet) ell" "I Problematic Hydrophyfic Vegetation' (Explain) Total Cover Woody Vine Stratum (Plot size: 1 'Indicators of hydric soot and wetland hydrology must 2, be present, Total Cover Hydrophytic oe Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust r Present? Yes No Remarks: US Army Corps of:Engfrieers; Page 2782 of 4165 SOIL Sampling Point., Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features inches) --cp—to—,i1no-i—stL 0/4 Color moist /o T eO Loc' ure--2-- __yp --!eA— BerParks overed or Coated Sand'Grains, 2L=atiow PL=P,ore Lining,M=Matrix, Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils'. — Histosal(Al) ® Sandy Redox(S5) — I cm Muck(A9)(LRR,C) — Hlstic Epipedon(A2) — Stripped Matrix(S6) — 2 cm Muck(Al 0)(LRR S) — Black Histic(A3) — Loamy Mucky Mineral(Fl) — Reduced Ve itic(F 18), — Hydrogen Sulfide(A4) — Loamy Gleyed Matrix(172) — Red Parent Material(TF2) — Stratified Layers(A5)(LRR C) ­"bepl,ted Main,(F3) — Other(Explain in Remarks) — I cm Muck(A9)(LRR D) Redox Dark Surface(F6) — Depleted Below Dark Surface(Al 1) Depleted Dark Surface(F7) Thick Dark,Surface(Al2) Redox Depressions(178) "Indicators of hydrophytic vegetation and Sandy Mucky Mineral(SI), Vernal Pools(F9) wetland hydrology must be present, Sandy Gleyed Matrix(S4) unless disturbed or problematic. Restrictive Layer(if presenti; none Type� Depth(inches). Hydric Soil Present? Yes A,, Flo, Remarks; HYDROLOGY Weiland Hydrology Indicators: Secondary Indio cars(2 or more reguired) Prima pt Indicators, an one indicator is sufficient� — Water Marks(131)(Riverine) Surface Water(Al) Salt Crust(811) — Sediment Deposits(B2)(Riverine) v"High Water Table(A2) _IeBlotic Crust(B12) — Draft Deposits(B3)(Riverine) -4,e,'Saturation(A3) — Aquatic Invertebrates(B13) — Drainage Patterns(B 10) "ater Marks(81)(Nonriverine) — Hydrogen Sulfide Odor(CI) — Dry-Season Water Table(C2) _11-/Sediment Deposits(82)(Nonriverine) — Oxidized Rhizospheres along Living Roots(C3) — Thin Muck Surface(C7) — Drift Deposits(B3)(Nionriverine) — Presence of Reduced iron(C4) — Crayfish Burrows(C8) — Surface Soil Cracks(86) — Recent iron Reduction in Plowed Soils,(C6) — Saturation Visible on Aerial Imagery(C9) — Inundation Visible on Aerial Imagery(87) — Thin Muck Surface(C7) — Shallow Aq u ita rd(03) — Water-Stained Leaves(139) — Other(Explain in Remarks) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No, Depth(inches): Water Table Present? Yes No Depth(inches): Saturation Present? Yes k,' No— Depth(inches)! Wetlancl Hydrology Present? Yes ioo"' No (includes ca ill,ary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: US Army Corps of Engineers Page 2783 of 4165 WE,TLAND DETERMINATION DATA FORM Project/Site: Ukiah Landfill City/County' Ukiah/Mendocino Sampling Date- Agrili 29,2015 Applicant/Owner Eity of Ukiah State° CA Sampling Point Investigator(s), Valerius Section, Township,Range; Landform(hillslope,terrace,etc-)• Local relief(concave,convex,,none): E rt Ar_­- Slope(%): Subregion(LRR)� Let, Long, Datum: Soil Map Unit Name-,, ��d'1,aq NWI classificabow y Are climatic I hydrologic conditions on the site typical for this time of year'? Yes P" No_ (If no,explain in Remarks,) Are Vegetation Soil or Hydrology_significantly disturbed?no Are"Normal Circumstances"present? Yes No Are,Vegetation Soil or Hydrology. naturally problematic? no (if needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes-N. L" Is,the Sampled Area Hydric Soil Present? Yes No within a Wetland? No Wetland Hydrology Present? Yes No Yes ...............Remarks, VEGETATION Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: over i s7 Status, Number of Dominant Species That Are OBL,FACW,or FAC. (A) 2- Total Number of Dominant 3, Species Across All Strata,: (B) 4 Percent of Dominant Species Sapling/Shrub Stragly (Plot size�. Total Carver That Are 013L,FACW,or FAC (A/B) I Prevalence Index worksheet 2 Total%Cover of. Multip[Kjy,_, 3 OBL species x 1 4. FACW species x 2 S. FAC species x 3 Total Cover FACU species x 4 Herb Stratum (Plot size 4t radius UPL species X 5 Column Totals: (A) (8) U 2 3.: Prevalence Index B/A 4, 0`v�w J�-, 141",C fkC Lf Hydrophytic Vegetation Indicators: 5, u 1�­� -,ILL Dominance Test is>50% 6. Prevalence Index is 53.01 7, 8 Morpoloical Adataions'(Provie suppong, , data ing Remarksp ton on a separatde sheet)rti Problematic Hydrophybc Vegetation'(Explain) Woody Vine Stratum (Plot size: Total Cover 'indicators of hydric soil and wetland hydrology must be present, 2, Total Cover Hydrophytic Vegetation %Bare,Ground in Herb Stratum L> %Cover of Biotic Crust Present? Yes No Remarks,: US Army Corps of Engineers Page 2784 of 4165 SOIL Sampling,Point: 42 ............ Profile Description., (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix — Redox Features—_ (inches) Color(moist) %, 9 orLrnoi§jj -/o _ _�T-qL- for Texture Remarks . .................. rr .................... 'Typ�q' C=Concentration„ D=P -Reduced Matrix,CS=Covered or Coated Sand Grains, kocatlom PL:=Pore Lini%,M=Matrix. tpL�tlon,RM Hydric Soil Indicators: (Applicable to all LRRS,unless otherwise noted.) Indicators for Problematic Hydric Soils''. — Histosol(Al) — Sandy Redox(SS) I cm Muck(Ag)(LRR C�) — Hishc Epipedon(Q) — Stripped Matrix(S6) 2 cm Muck(A10)(LRR B) — Biack Hisfic(A3) — Loamy Mucky Mineral(FI) Reduced Vertic(FIB) — Hydrogen Sulfide(A4) — Loarny Gleyed Matrix(F2) Red Parent Material(TF2) — Stratified Layers(A5)(LRR C) Depleted Matrix(F3) Other(Explain in Remarks) — 1 ern Muck(Ag)(LRR D) Redox Dark Surface(F6) — Depleted Below Dark Surface(Al 1) Depleted Dark Surface(F7) Thick Dark,Surface(Al2) Redox Depressions(F8) llndiCatDrs of hydrophytic vegetation and Sandy Mucky Mineral(SI) Vernal Pools(F9) wetland hydrology must be present, Sandy Gleyed Matrix(S4) unless disturbed or problematic- Restrictive Layer(if present):none Type............. Depth(inches) Hydric Soil Present? Yes —No Remarks," HYDROLOGY Wetland Hydrology indicatorw SecDnda[y'Indicators(2 or more Muired) Prima ty Indicators an one indirator is suffigitnt) Water Marks(81)(Rilverine) — Surface Water(Al) — Sall Crust(811) — Sediment Deposits(B2)(Riverine) — High Water Table(A2) — Biotic Crust(612) — Drift Deposits(B3)(Riverine) — Saturation(A3) — Aquatic Invertebrates(813) Drainage Patterns(B10) — Water Marks(131)(Nonriverine) Hydrogen Sulfide odor(CI) Dry-Season Water Table(C2) — Sediment Deposits(B2)(Nonriverine) Oxidized Rhizospheres along Living Roots(C3) Thin Muck Surface(C7) — Drift Deposits(B3)(Nonriverine) Presence of Reduced Iron(C4) Crayfish Burrows(C8) — Surface Soil Cracks(36) Recent iron Reduction in Plowed Soils(C6) Saturation Visible on Aerial Imagery(C9) — Inundation Visible on Aerial Imagery(87) Thin Muck Surface(C7) Shallow Aqurtard(D3) — Water-Stained Leaves(B9) Other(Explain in Remarks) FA -Neutral Test(135) .......... Field:Observations: Surface Water Present? Yes 'tom_ Depth(inches); Water Table Present? Yes No Depth(inches): Saturation Present? Yes No w1' Depth(inches): Welland Hydrology Present? Yes No 1- 1_.i.nclqqts a llary frfq2tL Describe Recorded Data(strearn gauge,monitoring:well,aerial photos,previous inspections), if available: Remarks:. ............................. US Army Corps of Engineers Page 2785 of 4165 WETLAND DETERMINATION DATA FORM Project/Site, Ukiah Landfill CitylCounty: UkighfMenclocing Sampling Date, April 29,2015 Applicant/Owner, Qity of Ukiah State- CA_Sampling Point: _3 lnve5tlgator(s); Valerius Section,Township,Range: Landform(hillslope,terrace,etc.), Local relief(conrAve,convex, none) ° ... Slope S,tibreglon(LRR), Lat: Long: Datum: Xt, i. ...Soil Map Unit Name X"!" NO classificabom Are climatic I hydrologic conditions on the site typical for this time of year? Yes No_ (If no,explain in Remarks,) Are Vegetation Soul or Hydrology significantly disturbed?no Are,"Normal Circumstances"present? Yes No Are Vegetation SoJI or Hydrology naturally problematic? no (if needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features,etc. Hydrophyfic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes i�­" No, Weiland Hydrology Present? Yes No Remarks,: J b-b .................. VEGETATION Absolute Dominant indicator Dominance Test worksheet., Tree Stratum (Plot size: %Cover _Speries? atatus Number of Dominant Species i­�14CL­' That Are 013L, FACK or FAC. (A) 2, Total Number of Dominant 3, Species Across All Strata (B) Percent of Dominant Species Total Cover That Are 08L,FACK or FAC; L (A/B) _S.@pLJnWShrub Stratum (Plot size- Prevalence Index worksheet: 2 19A,gl!/1 Cover of: Multiply by- 3- OBL species X 11 = 4 FACW species x 2= 5 FAC species x 3= 31 Total Cover FACU,species x 4= Herb Stratum (Plot size �ft radius UPL species x 5= Column Totals: (A) (B) 2 3, Prevalence Index BIA - ---------- I Hlydrophytic Vegetation Indicators: Dominance Test is>50% b. Prevalence Index is:53,01 7. Morphological Adaptations'(Provide supporting data in Remarks or on a saparate sheet) Total Cover Problematic Hydrophytic Vegetation' (Explain) WNd!y Vine Stratum (Plot size", I i1ndicators of hydric soil and wetland hydrology must 2, be present, Total Cover Hydropill aroma � Vegetation Bare Ground in Herb Stratum %Cover of Biotic Crust Present?' Yes, No Remarks: ............... US Army Corps of Engineers, Page 2786 of 4165 SOIL Sampling Point: Profile Description. (Describe to the depth needed,to document the indicator or confirm the absence of Indicators,) Depth Matrix — Redox Features .�Ln—chn)-­ --Color Lm­­oJJstL- % Color-irnoist Type' �4 j-e-x-ty-rg­ Remarks 'Ty C-Concentration,D=Depletion,RM=Reduced Matrix,CS-Covered or Coated Sand Grains, 1Locafion-_..PI­=Pore Lining,M=Matfix. Hydric Soil indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils': — Histosol(Al) Sandy Redox(S5) — I cm Muck(Ag)(LRR C) — Histic Epipedon(A2) Stripped Matrix(S6) — 2 cm Muck(A10)(LRR B) — Black Histic(A3) Loamy Mucky Mineral(F 1) Reduced Vertic(F18) — Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) Red Parent Material(TF2) — Stratified Layers(A6)(LRR C) Depleted Matrix(F3) Other(Explain in Remarks), — I cm Muck(A9)(LRR D) Redox Dark Surface(F6) Depleted Seiow Dark Surface(Al 1) — Depleted Dark Surface(F7) Thick Dark Surface(Al2) — Redox Depressions(F8) s$ndicators of hydrophytic vegetation and Sandy Mucky Mineral(SI) — Vernal Pools(Fg) wetland hydrology must be present, Sandy Gleyed Matrix(S4) unless disturbed or problematic. Restr-ictive Layer(if present):none .......­-­..­—................ Type:...... Depth(inches) Hydric Soil Present? Yes —No ............ Remarks: ­­­ ­-1............ ............­-........................ ­­.................. HYDROLOGY Wetiand Hydrology Indicators: 1�e—cnda lath at rs(2 or more reguired) Primary Indicators an one indicator is sufficient) "Water Marks(B 1)(Riverine) Surface Water(Al) Sell Crust(B1 1) Sediment Deposits(132)(Riverine) High Water Table(A2) — Biotic Crust(B1 2) Drift Deposits(83)(Riverine) L,L Saturation(A3) — Aquatic Invertebrates(Bi 3) Drainage Patterns(610) Water Marks(131)(N,onriveriine) — Hydrogen Sulfide Odor(C11) Dry-Season Water Table(C2) Sediment Deposits(132)(Nonriverilne) Oxidized Rhizospheres along Living Roots(C3) Thin Muck Surface(C7) Drift Deposits(83)(Nonriver,i,ne) Presence of Reduced Iron(C,4) Crayfish Burrows(C8) Surface Soil Cracks(136) Recent Iron Reduction in Plowed Soils(C6) Saturation Visible on Aerial Imagery(C9) inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Shallow Aquitard(D3) Water-Stained Leaves(B9) Other(Explain in Remarks) FAC-Neutral Test(D5) Field ions., Surface Water Present? Yes, No Depth(inches) Water Table Present? Yes No_ Depth(inches): ...........— Saturation Present? Yes, V No Depth(inches): Wetland Hydrology Present? Yes d No Describe Recorded Data -aerial photos,previous ins,-pe,ctions),if availableu Remarks. .............. US Army Corps of Engineers Page 2787 of 4165 WETLAND DETERMINATION DATA FORM Project)Sjte: Ukiah Landfill City/County._LJkiah1N1endocjnq Sampling Datw April 29 2015 Appficant]Ownec f Ukiah State:__CA Sampling Point Investigator(s): yAleriU, § Section,Township,Range: Landform(hillslope,terrace,etc,)�� Local relief(concave,convex, none)� Slope Subregion(LRR)� Lat: Long: Datum: Soil Map Unit Name, NWI classification. Are climatic/hydrologic conditions on the site typical for this time of year? Yes No— (if no,explain in Remarks.) Are Vegetation Soil or Hydrology—significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology naturally problematic? no, (if needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map shoo wing sampling point locations, transects, important features, etc. HydFophytic Vegetation Present? Yes_NowIs the Sampled Area Hydric;Soil Present? Yes. No within a Worland? Yes No Welland:Hydrology,Present? Yes No Remarks� VEGETATION Absolute Dominant Indicator Dominance Test work sheet., Tree Stratgm (Plot size, 99yer Number of Dominant Species, 'X That Are OBL,FACW,or FAC,, (A) 2 Total Number of Dominant 12 3 Species Across All Strata: (B) 4 Percent of Dominant Species Total Cover SaLling/Shrub Stratum (Plot sLzwli That Are OBL,FACK or FAC� (AIB) t. 2 Prevalence Index worksheet: 2, !Is ggye_r of: M_uftiply by� 3 OBL species x 1 = 4 FACW species x 2= 6 FAC species x 3= 4 Total Cover FACU species x 4 Herb Str@tMM (Plot size, ft radius UPL species X 5 1 adv�I o, Column Totals: (A) (B) 2, 3, p-J Prevalence Index B/A 4. I Hydrophytic Vegetation Indicators: 5, Dominance Testis>50% 6. Prevalence Index is:53.01 7, MorphologicW Adaptations'(Provjde supporting & data in Remarks or on a separate sheet) Problematic Hydro�phytic Vegetation' (Explain) IT, =—Total Cover Woody Vine StL@t (Plot size: 1, "Indicators of hydric,soil and wetlaind hydrology must Z be present. TotalCover Hydrophytic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes NO Remarks, US Army Corps of Engineers Page 2788 of 4165 SOIL, Sampling Point: Profile Description- (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) Depth — Matrix Redox Features .Lnq,h@sj,__ __J�otqr LmoLstl_ 1% golor(moist) % Typel _Lpe Texture Remarks . . ............ ITyp_e: C=Concentration,D=Deplebon,RM=Reduced Matrix, S=Covered or Coated Sand Groins. "Location: PL=Po,re Lining,M=Matnx, Hydric Soil indicators. (Applicable to all LRRs,unless otherwise noted'.) indicators for Problematic Hydric Soils': Histoso$(AI) — Sandy Redox(S5) — 1 cm Muck(A9)(LRR C) Hisfic Epipedon(A2) — Stripped,Matrix(S6) — 2 cm Muck(A 10)(LRR B) Stack Histic(A3) — Loamy Mucky Mineral'(Fl) Reduced Vertic(F1 8) Hydrogen Sulfide(A4) — Loamy leyed Matrix(F2) — Red Parent Material(TF2) Stratified Layers(A5)(LRR C) — Depteted Matrix(F3) — Other(Explain in Remarks) I cm Muck(A9)(LRR D) — Redox Dark Surface(F6) Depleted Below Dark Surface(At 1) — Depleted Dark Surface(F7) Thick Dark Surface(Al2) — Redox Depressions(F8) "Indicators of hydrophytic vegetation and Sandy Mucky Mineral(SI) — Vernal Pools(F9) wetland hydrology must be present, Sandy Geyed Matrix(S4) unless disturbed or problematic, Restrictive Layer(it present)-none Type: Depth(inches) Hydric Sol]Present? Yes No Remarks-, HYDROLOGY ............... Wetland Hydrology Indicators., Secondary Indicators 12 or more recurred) prima U Indicators an one indicator is sufficient) Water Marks(131)(Ri'verine) Surface Water(A 1) — Salt Crust(13 11) Sediment Deposits(B2)(Riverine) High Water Table(A2) — Biotic Crust(8 11 2) Drift Deposits(B3)(Rivedne) Saturation(A3) Aquatic Invertebrates(1313) Drainage Patterns(B1 0) Water Marks(131)(Nonriverine) Hydrogen Sulfide Odor(Cl) Dry-Season Water Table(C2) Sediment Deposits(82)(Nonriverine) Oxidized Rhizospheres along Living Roots,(C3) — Thin Muck Surface(C7) Drift Deposits(83)(Nonriverine) Presence of Reduced Iran(C4) — Crayfish Burrows(C8) Surface Soil Cracks(86) Recent iron Reduction in Rowed Soils(C6) Saturation VJsible on Aerial Imagery(C9) Inundation Visible on,Aerial imagery(B7) — Thin Muck Surface(C7) Shallow Aquilard(013) Water-Stained Leaves(139) — Other(Explam in Remarks) FAC-neutral Test(D5) ............... Field Observations: Surface Water Present? Yes No Depth(Inches): Water Table Present? Yes, No L 77­ Depth(inches)° Saturation Present? Yes No Depth(inches):.. Wetland Hydrology Present'? Yes h /No (includes cap llla fringe) .......... Describe Recorded Data(stream gauge,mon0oring well,aerial photos,previous inspections), if available: _JRemarks:: US Army Corps of Engineers Page 2789 of 4165 WETLANID DETERMINATION DATA FORM ProjecttSite• _._tjkjah Landfill City/County Ukjahlwiendocino Sampling Date: A7*2*-2,&t5 Appilcant)Owner Cily of Ukiah Stake: CA Sampling Point Invesfigatoir(s), Valerius Section,Township, Range:__ Laindform(hiltslope,terrace,etc,): Local relief(concave,convex,none): LK)'1Vj1",(1 —Slope(%), Subregion i(LRR): Lat: Long: —_Datum Soil Map Unit Name, NW cWssfficatiom Are climatic/hydrologic conditions on the site typical for this time of year? Yes_Z No (ff no,explain in Remarks,) Are Vegetation Soil or Hydrology significantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation Soil or Hydrology naturally problematic? no (if needed,explain any answers in Remarks SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. .............. Hydrophylic Vegetation Present? Yes. No Is the Sampled Area Hydric Soil Present? Yes No within a Welland? Yes t/'/ No Wedand Hydrology Present? 'Yes No 'e, ................................................... VEGETATION Absolute Dominant Indicator Dominance Test worksheet- Tree Stratum (Plot size: '%Cover _Spedes? Status Number of Dominant Species 1 ............... That Are OBIL,FACW,or PAC„ (A) Z Total Number of Dominant 3 Species Across All Strata: (B) 4. Percent of Dominant Species g in Total Cover That Are OBL,PACK or FACE (AJB) L_g/Shrub Stratum (Plot size, 1. Prevalence Index worksheet. 2, Total%Cover of; Multiply by� 3 OBL species x I = 4 W FACW species x 2= 5, FAC species, x 3= Total Cover FACU species, x 4 Herb Stratum (Plot size 5 ft radius 4Y C, UPL species x 5 Column Totals,: (A) (B) 2 L.-eel,4 t (Cs Prevalence Index 13/A 4 Hydrophytic Vegetation Indicators: 5 Dominance Test is>50% 6 Prevalence Index is:53.01 7 Morphological Adaptations'(Provide supporting 8 data in Remarks or on a separate sheet) Problematic Hydrophybc Vegetation'(Explain) Total Cover Woody Vine Stratom (Plot size-. 'Indicators of hydric soil and wetland hydrology must be present, Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum m %Cover Of Biotic Crust mPresent? Yes 1,' No Remarks. ............... US Army Corps of Engineers Page 2790 of 4165 SOIL, Sampling Pornt. Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Fgatu es inches Color mowst 11/0 ...., Color(moist)____ _ % T ew Locw Texture Remarks �. 4 _ 'Type._C=Concentration,D=Depletion, RM=R duced Matrix CS=Covered or Coated Sand Grains. 21-ocation: PL=Pore Lining,M=Matrix Hydric Soil Indicators; (Appilcable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric SoilsO, _ Histosol(Al) — Sandy Redox(S5) 1 cm Muck(Ag)(LRR C) Histuc Epipedon(A2) .Stripped Matrix(SB) 2 cm Muck(A'110)(LRR B) —, Black Histic(A3) ....mm.. Loamy Mucky Mineral(F1) _ Reduced Vertic(F'1$) . Hydrogen Sulfide(A4) Loamy Cieyed Matrix(F2) Red Parent Material(TF2) Stratified Layers(A )(LRR C) Depleted Matrix(F3) � Other(Explain in Remarks) 1 cm Muck(Ag)(LRR ID) — Redox Lark.Surface(FS) Depleted Below bark'Surface(Al 11) Depleted Dark Surface(F7) Thick Dark Surface(Al2) Redox Depressions(F ') 31ndiicators of hydrophytic vegetation and. Sandy Mucky Mineral(S1) Vernal Pools(F9) wetland hydrology must be present,, Sandy Cleyed Matrix(S4,) unless disturbed or problematic. Restrictive Layer(if present): none Type Depth(inches): Hydric Sail Present? Yeske, No Remarks;.M ., ._ u... HYDROLOGY Wetland Hydrology Indicators; _ Secondary indicators(2 or more rerauired1 Prima Indicators(any one indicator is sufficient Water Marks(131)(Riverine) Surface Water(Al) Salt Crust(B11) Sediment Deposits(52)(Riverine) High Water Table(A2) Biotic Crust(1312) Drift Deposits(B3)(Riverine) �. Saturation(A3) Aquatic invertebrates(B13) Drainage Patterns(B10) Water Marks(81)(Nonriverine) _ Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Sediment Deposits(B2)('lwl'',onriverine) Oxidized Rhizospheres along Living Roots(C3) Thin Muck Surface(C7) _ Ddit Deposits(1213)(Nonriverine) Presence of Reduced iron(C ) — Crayfish Burrows(CO) Surface Soil Cracks(BE) Runt Iron Reduction in Plowed Soils(CS) — Saturation Visible on Aeriai Imagery(Cg) inundation Visible on Aerial Imagery(137) _ Thin Muck;Surface(C7) — Shallow Ariuitard(D3) _ Water-Stained Leaves(139) Other('Explain in Remarks) FAC-Neutral Test(DS) Field Observations; Surface Water Present"/ "Yes� No ���°'� Depth(inches) Water Table Present.'� Yes No a a" Depth(inches). Saturation Present? Yes No Depth(inches): Wetland Hydrology Present? 'yes i' No includets ca Aa frin� Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections), if available. Remarks° US Army Corps of Engineers Page 2791 of 4165 WETLAND DETERMINATION DATA FORM ,7 Z/ Project/Site. Ukiah Landfill City/County; Ukiah/Mendocing Sampling Date: ApplicantfOwner: City of Ukiah State; CA Sampling Point Investgator(s): Valedus Section,Township,Range. 2, Landform(hillslope,terrace,etc,): Local relief(concave,convex, none): Slope(%), Subregion(LRR)c Lat Long: Datum, Soil Map Unit Name ks NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes Z No (If no,explain in Remarks,) Are Vegetation or Hydrology_,Soil _significantly disturbed?no Are""Normal Circumstances"present? Yes No Are Vegetation _Soil or Hydrology, naturally problematic? no (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations,transects, important features,etc. Hydrophytic Vegetabon Present? Yes No Is the Sampled A,reai Hydric Soil Present? Yes No ithin a Wetland? Yes No Wettand Hydrology Present? Yes No VEGETATION Absolute Dominant indicator Dominance Test worksheets 7reeStraturn (Plot size: t %Cover Species? Status Number of Dominant Species 1 That Are OBL,FACK or FAC: (A) 2 Total Number of Dominant 3, Species Across All Strata: (B) 4, Percent of Dominant Species Total Cover That Are OBL,FACK or FAC: L> (A)B) 5a plinq/Shrub S L rAtqm_ (Plot size: 1 1, Prevalence Index Worksheet; 2, Total Yo Cover of. _MMffigly by: 1 OBIL species x I = 4, FACW species x 2= 5 FAC species x 3= Total Cover FACU species, x 4= Herb Stratum (Plot size, 5 rgoius, UPL species x 5= e:, Lean I U�lf"'t- I Column Totals: (A) (B) 2, J'L �-7f 9 3 1-, Prevalence index WA 4, -J I Hydrophiytic Vegetation Indicators: Lt.!U Dominance Test is>5�0% B. Prevalence Index is$3.01 7, Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation'(Explain) Total,Cover Woody Vine Stratum, (Plot size. "Indicators of hydric soil and wetland hydrology must I be present. 2, Total Cover Hydrophytic %Bare Ground in Herb Stratum Vegetation %Cover of Biotic Crust Present? Yes No ........... Remarks: US Army Corps of Engineers, Page 2792 of 4165 SOIL Sampling Point: Profile Description z (Describe to the depth needed to document the Indicator or confirm tine absence of indicators.) Depth Matrix Redox Features _inches'_ Color m9i§0 % Color(moist) _10—e— 194ure Remarks y'a 'Ty,pe: C=Concentration,D=Depletion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. 'Locatiow PL=Pore Liniing,M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted] Indicators for Problematic Hydric Soils'; — Histosol](Al) — Sandy Redox(S5) — I cm Muck(Ag)(LRR C) — Histic Epipedon(A2) — Stripped Matrix(S6) — 2 cm Muck(Al 0)(LRR 8) Black Hisfic(A3) Loamy Mucky Mineral(n) Reduced Ve rtic:(F 18) Hydrogen Sulfide(A4) — Loamy Gleyed Matrix(F2) — Red Parent Material(TF2) Stratified Layers,(A5)(LRR C) — Depleted Matrix(F3) — Other(Explain in Remarks) 1 cm Muck(A9)(LRR,D) — Redox Dark Surface(F6) Depleted Below Dark Surface(At 1) — Depleted Dark Surface(F7) Thick Dark Surface(Al2) — Redox Depressions(F8) 'Indicators of hydrophytic vegetation and Sandy Mucky Mineral(Si) — Vernal Pools(F9) wetland hydrology must be present, Sandy Geyed Matrix(S4) unless disturbed or problematic, Restrictive Layer(if present):none Type Depth(inches), Hydric Soil Present? Yes —No Remarks: HYDROLOGY Welland Hydrology Indicators.- Secondan jjndicatorsJ2 or more regurredl Primary Indicators an one indicator is sufficien Water Marks(131)(Riverine) — Surface Water(Al) T Salt Crust(1311) — Sediment Deposits(82)(Riverine) — High' ater Table(A2) Biotic Crust(1312) — Drift Deposits,(B3)(Riverine) — Saturation(A3) Aquatic invertebrates(B13) — Drainage Patterns(B1 0) — Water Marks(81)(Nonriverine) Hydrogen Suffide Odor(Cl) — Dry-Season Water Table(C2) — Sediment Deposits(132)(Nionriverine) Oxidized Rhizospheres along Living Roots(C3) — Thin Muck Surface(C7) — Drift Deposits(133)(Nonriverine) Presence of Reduced Iron(C4) — Crayfish Burrows(C8) — Surface Soil Cracks(136) Recent Iron Reducbon in Plowed Soils(C6) Saturation VisIble on Aerial Imagery(C9) — Inundation Visible on Aerial Imagery(87) Thin Muck Surface(C7) Shallow Aquitard(03) — Water-Stained Leaves(B19) Other(Explain in Remarks) FAC-Neutral Test(D5) Fl�1_d'_0bser'_vaflons: ___ Surface,Water Present? Yes No Depth(inches): ieMd Water Table Present? Yes No Depth(inches), Saturation Present? Yes No Depth,(inches): WeVand Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections), If avaflable� Remarks: US Army Corps of Engineers Page 2793 of 4165 WETLAND DETERMINATION DATA FORM )kiah Landfill City/County Ukiah/Mengocino Sampling Datw hZ!t2%,kq15 ApplicantJOwnec Cnt or gOciait State:___QA Sampling Point: 17 lnvestigator(s): Valq[iu_s Section,Township,Range: Landform(hi0slope,terrace,etc,),. Local relief(concave,convex, none): Slope(%) Subregion(LRR): Lat! Long,, Datulm, Soil Map Unit Name. NWI cJsiswfication' Are climatic/hydrologic conditions an the site typical for this time of year? Yes -,""No_ (if no,explain in Remarks,) Are Vegetation Soil or Hydrology_significantly disturbed?no Are"Normal Circumstances"present? YesP"No Are Vegetation Soil or Hydrology naturally problematic? no (If needed,explain any answers in Remarks) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? a S' No L"' Z.— within a Wetland? Yes NO, Weiland Hydrology Present? Yes—No L,,' Remarks, L VEGETATION Absolute Dominant Indicator Dominance Test worksheets Tree_Stratum (Plot size-. 0/6 Cover Species? Stgtu§ Number of Dominant Species I That Are 08L, FACW,or FAC- (A) 2, Total Number of Dominant 3,, Species,Across All Strata. (B) 4, Percent of Dominant Species Total Cover That Are OBL,FACW,or FAC: L (NB) SaDfinaiShrub Stratum (Plot sire: 1 Prevalence Index worksheet: 2_ Total%.Cover of: Mpitiply by: 1 OBL species c!" X I 4, FACW species X2= . FAC species X 3 5 Total Cover FACU species x 4 Herb Stratum (Plot size: 5ftra i a X 5 UPL species 2 S,' i Column Totals: tramp. (A) (B) 2, C 3, 10'k L 1 j"'L Prevalence Index =WA i 110L' 4, L`�­e4,Z_J, ­, �2 Hydrophytic Vegetation Indicators-. 5, L"r„qc — Dominance Test is>5 %0 Prevalence Index is 53.0' 7, _ Morphological Adaptations'(Provide supporting data in Remarks or an a separate sheet) T al Cover — Problematic Hydrophytic Vegetation'(Explain) ot Woody Vine Stratum (Plot sizes "indicators of hydric soil and wetland hydrology must be present, 2, Total Cover Hydrophytic, Vegetation %Bare Ground in Herb Stratum (/7 %Cover of Biotic Crust Present? Yes No Remarks: US Army Corps of Engineers Page 2794 of 4165 SOIL Sampling Point Profile Desoription., (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth !&tijix Redgx Features_ _Lnches'L _QoJor fmoist) Color(moist) ur@ % Tyo!al Loc? --1txL- 15, 'Type: C=Concentration,D=Depletion,RM=Redu ced Matrix,CS=Covered or Coated$and gains. 2Locatiom PL=Porel­inr2�,M=Malrix� � Hydric Soil indicators. (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils': Histosol(Al) — Sandy Rediox(S5) — I cm Muck(A9)(LRR C) Histic Epilpedon(A2) — Stripped Matrix(S6) — 2 cm Muck (A 10)(LRR 8) Black Hisfic(A3) — Loamy Mucky Mineral(FI) Reduced Verfic(F18) Hydrogen Suffide,(A4) — Loamy Gleyed Matrix(172) Red Parent Material(TF2) Stratified Layers(A5)(LRR C) ,&Depleted Matrix(F3) Other(Explain in Remarks) I cm:Muck(A9)(LRR D) — Redox Dark Surface(F6) Depleted Below Dairk Surface(Al 1) — Depleted Dark Surface(F7) Thick Dark Surface(Al2) — Redox Depressions(F8) 3indicators of hydrophytic vegetation and Sandy Mucky Mineral(SI) — 'vernal Pools(F9) welland hydrology must be present, Sandy Gleyed Matrix(S4) unless disturbed or problematic, Restrictive Layer(if present): none Type' Depth(inches), Hydric Soil Present? Yes a llo Remarks: HYDROLOGY -IW�etland Ric-irology indicators*. SeGonda nLingLicaors L2 or more regutred) Primary Indicators(@ny one in cator is sufficient) — Water Marks(Bl)(Riverine) — Surface Water(Al) — Salt Crust(BI 1) — Sediment Deposits(B2)(Riverine) — High Water Tabie(A2) — Biotic Crust(13121 — Drift Deposits(133)(Riverine) — Saturation(A3) — Aquatic invertebrates(B 13) — Drainage Patterns(1310) — Water Marks(Bl)(Nonriverine) Hydrogen Sulfide Odor(CI) — Dry-Season Water Table(C2) — Sediment Deposits(B2)(Nonriverine) Oxidized Rhizospheres along Living Roots(C3) _ Thin Muck Surface(C7) ®, Drift Deposits(B3)(Nonriverine) Presence of Reduced Iron(C4) Crayfish Burrows(C8) Surface Soil Cracks(86) Recent Iron Reduction in Plowed Soils(C6) Saturation Visible on Aerial Imagery(Cg) Inundation Visible on Aerial Imagery(87) Thin Muck Surface(C7) Shallow Aquitaird(D3) Water-Stained Leaves(B9) Other(Explain in Remarks), FAC-Neutral Test(D5) Fieid Observations: Surface Water Present? Yes No Depth(inches). Water Table Present? Yes No Depth(inches): Saturation Present? Yes No Depth(inches),, Wettand Hydrology Present? Yes No (includes ca illr fringe) I ­ i Describe Recorded Data(stream gauge,monitoring well, aerial photos,previous inspections), If available', Remarks: US Army Corps of Engineers Page 2795 of 4165 WETLAND DETERMINATION DATA FORM Project/SiW Ukiah Landfill Clty/Countyl Likiah/Mendogino Sampling Cate:. April 29,201 Applicant/Owner, it of Ukiah State-, CA Sampling Point, Z Investigator(s): Vaderius ._....M Section,Township,Range; Landform(hillslope,terrace,etc,): Local relief(concave,convex,none)� Slope ............... Subregion(LRR),, Lat; Long. Daturm Soil Map Unit Name: NWt classificafloW Are climatic I hydrologic conditions an the site typical for this time of year? Yes i,""No, (11 ino,explain in Remarks,) Are Vegetation _,Soil ..........or Hydrology signfficantly disturbed?no Are"Normal Circumstances"present? Yes No Are Vegetation _Soil, or Hydrology naturally problematic? no (if needed,explain any answers in Remarks,) SUMMARY OF FINDINGS-Attach,site map showing sampling point locations,transects, important features, etc. ...................................... Hydrophytic Vegetation Present? Yes e, No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No .............. ....... ........... mIT� VEGETATION Absolute Dominant Indicator Dominance Test worksheet: !TA-alEaLum Wicit size �/o cover des? --atatus Number of Dominant Species I — — That Are OBL,FACW,or FAC: (A) 2, Total Number of Dominant 1 ......... Species Across All Strata. (B) 4 ...... ..... Percent of Dominant Species Sapling/Shrub Stratum (Plot,sizw Total Cover That Are OBL,FACK or FAC� (A/B) I 1" Prevalence Index worksheet: 2 Total%Cover of: multiply b 3, OBIL species x I = 4, FACW species x 2= 5, FAG species x3= mm Total Cover FACU species x 4= ttqLb-Stratum (Plot size. 5 ft"radius UPL species x 5= ....... Column Totals, (A) 2. 3.43 "'_1n Prevalence Index BIA 4, c 4— Hydrophytic Vegetation Indicators* 5, Dominance Test is>50% 6 Prevalence Index is S3,01 7, Morphologicai Adaptations'(Provide supporting 8, data in Remarks or on a,separate sheet) Total Cover Problematic Hydrophytic Vegetation' (Explain) Woody Vine Stratum (Plot size: I 'Indicators of hydric soil and wetland hydrology must 2. be present, Total Cover Hydrophytic Vegetation %Bare Ground in Herb Stratum %Cover of Biotic Crust Present? Yes No Remarks: US Army Corps of Engineers gineers Page 2796 of 4165 SOIL Sampling Pont. Profile Description: (Describe to the depth needed to document the indicator or confirm the absence R-indicators.) Depth Matrix Redox Features (inghes) Color moist Color(moi§t) Type oc' Texture_ _ Remarks 'Type:. C=Concentration ins. "Location, PL=Pore Lini2q,M=Matrix. Hydiric Soil indicators; (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydiric SojIS3. — Histosol(At) — Sandy Redox(S5) 1 em Muck(Ag)(LRR C) — Histic Epipecon(A2) — Stripped Matrix(S6) 2 cm Muck(A'10)(LRR 8) — Black HiStEC(A3) — Loamy Mucky Mineral(Fl) Reduced Vertic(F 18) — Hydrogen Sulfide(A4) — Loamy Gleyed Matrix(F2) Red Parent Material(TF2) — Stratified Layers(A5)(LRR C) — Depleted Matrix(173) Other(Explain in Remarks) — 1 cm Muck(A9)(LRR D) — Redox Dark Surface(F6) — Depleted Below lark Surface(A I I — Depleted Dark Surface(F7) — Thick Dark Surface(Al2) — Redox Depressions(F8) 'Indicators of hydrophytic vegetation and — Sandy Mucky Mineral(SI) — Vernal Pools(F9) Welland hydrology must be present, — Sandy Gleyed Matrix(S4) unless disturbed or problematic_ RestrictiveLayer(if present):none Type: Depth(ranches) Hydri,c Soil Present? Yes No HYDROLOGY Wetlaind Hydrology Indicators* S,econda[y Indicators(2 or more Leguiredl Primary Indicators an one indicator is sufficient) Water Marks(Bl)(Riverme) — Surface Water(A 1) — Salt Crust(811) Sediment Deposits(B2),(Riverine) — High Water Table(A21) — Biotic Crust(B12) Drift Deposits(B3)(Riverine) — Saturation(A3) — Aquatic Invertebrates(B13) Drainage Patterns(B1 0) Water Marks(BI)(Nonriverine) — Hydrogen Sulfide Odor(CI) Dry-Season Water Table(C2) Sediment Deposits(B2)(Nonriverine) — Oxidlized Rhizospheres along Living Roots(C3) — Thin Muck Surface(C7) Drift Deposits(83)(Nonriverine) Presence,of Reduced Iron(C4) — Crayfish Burrows(GS) Surface Soil Cracks(B6) Recent Iron Reduction In Plowed Soils(C6) — Saturation Visible on Aerial Imagery(C9) Inundation Visible on Aerial Imagery(87) Thin Muck Surface(C7) — Shallow Aquitard(D3) Water-Stained Leaves(B9) Other(Explain in Remarks) FAC-Neutral Test(Q5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches). Saturation Present? Yes— No Le" Depth(Inches): Welland Hydrology Present? Yes No (includes capilla Erin e Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks. _. US Army Corps of Engineers Page 2797 of 4165 Appendix B - Soils Information Page 2798 of 4165 LO z z � o rn M M rn OOZ9££b OOT9££b 0009££b 006S££b 008S££b OOLS££b 009S££b OOSS££b OobS££b 00£S££b OOZS££b N 2N M„ZZ,6 o£ZT a iW ,bpi. M„ZZ.6 o£ZT O(j) N N d y o l r i i I r, 7 o yt i IL E N o m U Q o IL ? J �° Ln � U m v z 0 m m LLIz n n � 5 o U n, I O .0 f; �. -Op 21 J M k7 J 0 i Ln o � o j ,0 o. o. d R � o o R N L z R O z U M„Z£,OT o£ZT ir/ ! .,, M„Z£,OT o£ZTyg OOZ9££b OOT9££b 0009££b 006S££b 008S££b OOLS££b 009S££b OOSS££b OobS££b 00£S££b OOZS££b z z _ o b m o m LO 0 0 0 00 u) �I O C 0 00(3)O C O O N N� N y > N y U u) U N a) -O U) N a) O u) a m m m 2i C V O N U p) p '6 m U U N m w '6 Q N O N m m O 6) E Q U 3 0 -0 a) '6 N _ U w Q O U tl) a) 0 Cc U) � -6 a) d Q 'O m m U m o 2 N a) O U m U) � O O a) Q m w W a) m y (n E a) U) w m m awi > ch — s w a) N o a) N E m m u) N U) � N L a) z m O 1 v'i Q 0 E o Q C a a) � N w — o N � O a) u) E m O y W y w 3 3 Q > m ch w m m mQ m E N 'o -0 CL �i U mUo o Q � Ny � 3 w m A o m y o i� w m O w Q o 0 0 w _ ) � ami a) t w U O o rn Q o vi '> >+ > f U O O 7 m O O Q w O C O - a) >' C m O O Q E >' m a) LL w w — y o O y g °) o a) o U y O w n w Q o . w o o y Q w E Z O w o y w � y 0 'o a) o o y � w > m Q O >,70 � C m a) U a) w - - ' '(n w o y E a o > � w � awi voi m — � .o � 0 � � � � w -2Q� E o Q U m y y � 3 � i� voi 2 U m n g ~ � w E 2JI L z � � L 10 C:) -2 � — O m (n o O `m U m E m w w Q ai m m a�i y m m `o 'rn a�i Es > � � s ns > > a) vi a) U) o � o rna) oam E oo > � w — o os Q > a) = m Nm � � U m o o m m o O a�i 3 U m 'n a a) a) E m s � N� O U) U w m o E co wE o o n o �6 0 '� T wm m U w am) m oo N — w Q Q mm Uw . orn U �o -O E ) M m w o Q S U) 0 'O y 3 Q a O Q m y > — m w EmEN O oy E !E w o O o Fu s o H LU) E -a u) IL U) Q o Q U H U U U U U . o 0 `m IL T E w w 3 U) U a) s — m U) w o 3 °) U U > m C t O a) m m U Q Y y O m d N a) O C N L CL LLm U r 0 U) U) a) a ° y o 0 � = a -yo W a) Q o o J w w °� 0 0 r z Q U) CL m E a o a 7 .Q 0 N L Q y U C C, w U) '� U U U) 6 > O fn fn o m J Q O 0 y 0 C jryIIIV ���p IIII LL Q O _0 W is R u I LU CL m y 0 N Q Q Q ° aa)) o m U) U) a° a° v CL a w w w w y Q a w w Q Q 3 0 2 ° ° Q > > > a) = U) 3 y w w o o w _ o O Q Q Q R a Q a T 0 o O m un U) > a) Q o m m m w C) 3 a = o a LL 3 o T w > > a M w a) cwi m Y a a Y w y o 0 0 o o a 0 'm y 0 a) o m m aa)) 0 a o w III a uH L CO 0 cn 7 Q fn O y ,O L L w 7 N w � f0 O z U �4� Soil Map—Mendocino County, Eastern Part and Southwestern Part of Trinity County,California Ukiah Landfill Map Unit Legend Mendocino County,Eastern Part and Southwestern Part of Trinity County,California(CA687) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 160 Maymen-Etsel-Snook complex, 0.5 0.5% 30 to 75 percent slopes 183 Pits and Dumps 35.8 34.8% 215 Xerochrepts-Haploxeralfs- 0.4 0.4% Argixerolls complex,9 to 30 percent slopes 228 Yorktree-Yorkville loams,30 to 21.1 20.5% 50 percent slopes 230 Yorkville loam,30 to 50 percent 17.1 16.6% slopes 231 Yorkville-Hopland loams,30 to 28.1 27.3% 50 percent slopes Totals for Area of Interest 102.9 100.0% USIA Natural Resources Web Soil Survey 5/21/2015 Conservation Service National Cooperative Soil Survey Page 3 of 3 Page 2801 of 4165 Appendix C - Site Photographs Page 2802 of 4165 APPENDIX C: SITE PHOTOGRAPHS ff Af / r� rig �r q 4 / � �ttla'" SP f �� � 1 r n✓ Seasonal wetland W 1 along roadside at entrance to landfill with pennyroyal. /rl�l/ r d✓ r v r/ � Jn /�%��r J l Y�r r'�`� r ✓ f/ f o-����/'r M�' ✓ U� r �J,�lofly ,� �lJ �� ���� 1/f r r /oaf✓��lrr/✓,% � lrf y�,r6ir/� fl �. �l i><�� Ji //i yi J It ' ;'Yr r✓ i ( r / J� I G 1 d��/�/ r�rr��%� i r cj yl' r�/� 1r,✓� r�r�0i/r������ r � � i U/` J/�✓ J or/ / �" f �Ir rf Seasonal wetland W2 in borrow area dominated by rabbitsfoot grass. C-2 Page 2803 of 4165 APPENDIX C: SITE PHOTOGRAPHS 71 //� I///Uri iii r era r ,� 7 �k�l�'!�/a�( hn</�' �� W r fr rrel 7 r x .�`�✓v t r e r lr�f��r r l r +�+ /iK } � r d�b�r(�r/r I �. ✓i n V r 7 r;u �i rr f„� ale � J� A�J i r I Y r rrty rl l i t �rr�/� rYNk r � /�m���e���Vsr/I(m Wok➢� �.;�rl� 1F;/;�y,�fi"'� a r � ����°rg li�, r !fir r .� r r r. r �G�!� f����m,x r 14 ,n 4�t mr a ` '�Y' ;�,� !�'6^�` �✓� �'� ) � ��'�✓ y i kr� r 6�yr��hr tir/r �r P / n 1 w Seasonal wetland W6 with data point. fl� I I li I d� I r� S /�i � � r�'"ua'"o ru x��n I �y tea''r �✓', / r/ � e dap �" [ml g '�r��rm6 � r/r r m+Wuirmri y,r l��uol�#n�%� �� � � m'a�r-.rk�'"�u"���✓k".� � rn� �r�k" res���^�'�"(Mq,, Other waters—dry creek channel. C-3 Page 2804 of 4165 APPENDIX C: SITE PHOTOGRAPHS Vegetated creek channel—vegetated other waters. This is a photo of the eastern tributary channel. ti / i Pond A with cattails. C-4 Page 2805 of 4165 APPENDIX C: SITE PHOTOGRAPHS Gy�i Oki le it dl�iry� I`�ol Pond B with cattails,pondweed, and other aquatic vegetation. n r I 4 /�r�i ✓, i� �11 �'l ( p� Y// I Il>✓�ff�����'G�,Y/�rff�'i��{Ily�lle��1������1�, �.�� ��°�, � V � Pond C. C-5 Page 2806 of 4165 ak a 1 M d e" a e fi it '�sMJ 4kP,Y�'V 6 r r �v o svl f � �Yv Pe l r v� al p T 4"I .^ '�Iiv7ua r ! V v 1 ra ' Jktn$as 1) l y4 e� „a 7 1 .r � s n w x , y ( 1 e lug, I I l J 1 ..,� I c � � M5 Y,. ,•5� A �F f� t I n SCALE 1 2 000 Ma kk {7 U" o ti (A k S 06 t.7 a k AP .S Name:UKIAH Locabom 10 0484925 E,4335726 N Date:55127115 Project Location-Ukiah Landfi111' Sca'we:1 inch=1,916'ft c o�as, as�r Figure f; Project Location Ukiah Landfill Closure, Mendocino Co Wildlife Research Associates and Biological IResouroe Assessment 48 Jane Valerius Environmental Consuffing Page 2807 of 4165 APPENDIX H HYDROLOGY CALCULATIONS Page 2808 of 4165 TECHNICALMEMORANDUM ......................................................................................................................................................-",. DATE: August 31, 2015 JOB #: 02-907 PROJI'.cr: City of Ukiali Final Closure Construction I..Jkiah,, CA, PREPARED BY: 13amon Morelli, P.E. .EBA 1,ngineering 825 Sonoma Avenue an Rosa, C.A.95404. SUBJECT: Final. Closure Construction I lydromodifi cation Impacts and Final, Closure Besft Management Practices ............................................... PROJEC.'T DESCRIPTION ........................................................................................................................- The City of[Xiah 1,andfill is located at, '31.00 Vichy Spmags Road, which. is approximately two rniles cast of the City of Ukiah in Mendocino County, Califiornia. The City of Ukiah 1,andfill was operated as a Class if., Solid waste disposal facifity wid is comprised of a single waste tnanagement unit approximately 40 acres in size. The final. closure construction will encompass the waste management unit and provide a over consisting of a 1 f00t thick fbundatio�111. layer, a gas relllief/veintfii g system., a LLD PE goo membrane, and an engineered synthetic turf with spe�:�ific gyrade. and sand inhIl ballast. Accompanying tile cover will be miscellaneous improvernents including drainage and eirosion control measures, sedimentatiair-.i. basin i'rinprovernents, access roads, leas at collection system, and,a landfill gas collection system. 1he drainage improvements for tbe Final Closure Construction were designed to route off site, drainage aroi.md the waste maxiiagement while having the onsite drainage Sileet -f'o'W to ShalloW swabs and collect into and underground drainage system. befbre out letting into an unnamed drainarge course. L-ly'dromodificcation Im, agts............................................................. O�ne of the niaiin purposes of the improvement associated with, the Final Closure Improvements is to provnide a cover for the waste managernent unit. Mien. constructed, the cover will provide an impermeable surface protecting the waste management unit from storm water infiltration. As a result, the cover will also increase the amount of storm water leaving the project site. Althotgh there wHill be an increase in the arnourtt of storm water leaving the project site, When analyzing the watershed upstream ofand including tfie project site, the hydromodification. impa(.fts are minimal. 1. Page 2809 of 4165 .1 lydrographs were developed for the one and. most closure constniction and when cornplared, the two showed that there would be an increase in approximately 182,577 cubic f6et of storm water in the watershed for a 2 year 24 hour storm. event. This is a 5.3% increase. To see how tlie 5 3% increase would affect the hydrology of the watershed upstream of and including the project site, further calculations were perfonned. The c.-alculations show that time of conceintrationis changed firom 38.8 nunutes to 38.7 minutes or 0.3% increase mid �for a 2 year stommi event, the flows, liii:itensi ties increase from 369.68 cfs to 388.08 cf.'s or an In of 5.0%. Further liydraulic calculations were perf.bmied to determine the hydraulic capacity of tbe existing chantiel. 'Mese calculations found that for a 2 year stami event, the flow depth hi.crease f.rom 3.52 feet to 3.,60 feet or a 2.2 % increase and the velocity increased ftom 8. feet per second to 8.98 feet per second or a 0.9% increase All of these increases are considmvd to have an impact or.i the overall hydrology/hydraulics of the existing unnamed drainage course. Hydrology and hy ulic calculations are provided and attached in the attachments. FINAL CLOSURE BES..]'MANA.GEMF,.N,r.P.RACTICES To belp alleviate sorrie of the minair hydromodification impacts of the Final Closure Improvements, the, improvements will include post, c(,..)nstruCtiOEii best management practices through the use of a synthetic `lie , routing portians of the surface drainage into an existing retention basin, and improvenaeiiiits to the existing drainage structures wit letting into the unrimied drainage course. The synthetic turf' Liner will reduce sediment loads by providing an impermealAe liner on relatively steep 2:1 slopes (horizontal, to vertical). AlIthough the existing slopes are vegetated, the steep slopes provide a mechanism.for sedim mints to enter the unnamed draink.ye course. Tbis liner wfll protect the slopes fi-om.erosion and nreduce the sediments that would come from.them. Since the Project site is veTy, congested, the design. mnmirnizes the use of stonn water deterition/retention through tlie use of an existing storm water retention. basiia. A partion of the site will be routed to this existing retention.basin to provide storm water sLora p.,e. The Firial Closure Improvements will also improve existlng stonrn drain outlets into the un-named drainage course. The exh9ting outlets currently- "shotgun." into the dnnnage course at five to six feet above the flow line, providing the Potential for significant erosion. These outlets will. be replac,ed with new ones that allow for the storm drain to outlet near tine toe of the bank- at an elevation of one foot above the tI ow I ine and with.rod.k.np rap energy dissipaters at the end. This will reduce the potential tor significant erosion at the stonn drailn, outfalls. 2 Page 2810 of 4165 ATTACEIMENTS: ....................................................................................................................— ATTACHMENTA: HYDROLOGY MAP ATTACHMENT B. HYDR.O(Y'RA.P.I.-IS ATTACHMENT' C: HYDROLOGY CALCULATIONS A.'.E,'.,,,rA,Cl,.],'M'EN"r D: IM. .)R.A.Ulll[..,IC CALCULA".1SONS 3 Page 2811 of 4165 Page 2812 of 4165 10 mwzo 10 Moin, A= GV08 SONIddS AH01A OM VC]AH Nouon&SNOO 38nso-lo WNIJ '111JONVI HVNn jo ABo 3dnou dVW A0010M(3AH IIVI13ACO Q B El ­­' CIL Not 1 C3 vv� ........... low, I- O J". J o z 15 R W 0 dy w OIL\" 401, 7 —7­ VI, cm i N if oil? 5 A A x 1, r. ,e LU LL_j mom cr CE In (30 9,0 MOO—, _aAH 3dnoij lit :;"9u Page 2814 of 4165 ifydrograph Coiiq iarlson pity of Uklafi Laindffll Final Closure Construction 8/26/2015 Check H,ydf ograph Camparlson for'2 year Storm Fvent.- Hydrogprahs miere or..atedfor the pre..closure and post closure conditionsfior the 2 ypor-24 hour storin events using the computer program, "Hydro graphs Fxtensions for AutoCAD Civil 3D 2013". The pre-closure and post, closure hydro graphs were then compared to determine how the closure improvements affected the storm miater volumes just downstrearn of the project location, H�dro Information: ......................................... .- J�ydrogqph type: SCS Runoff &orrn Frequenqv: 2 year Storm Duratiow 24 h(,:Yur Total Precipilation.- 157 iriches See NOAA Atlas 1.4,V(.Auine 6, Version 2 Drain a,ge Area.- 882.55 acres .Pre Closure .ryUrve.Arumber: 71 Based on.'FdbleZ,2c, Curve. Niunbers fbr other agricultu ire lands (Pasture I.,and) and irlibm-lation obtaffied from the USDA Wed Soil Survey for Post Closure Curve Number: 72 >Based on "Fable 2-2c, C"Urve Mmibers fbr other agriculture lands (Pasture [,,and)and informath-M obtained fro.m the USI)A. Wed Soil. Survey for emm Ilosure,11 dro ra,.�h-, Vol ume of stomi water created by the 2 year-2 4 Ih our storm eveint dust downstream oft m.e prqj ect location: Volume::::::::: 3. 14-62,444 cubic feet Post CC'Iosure I................................ ..�I &o�� h� Vol Lune of stomi water created by the 2year,24 hour stom.1 event just downstream.ofthe prqj ect location: VoIume:::::::::: 3,645,001 cubic:feet QQmpanson. Pre closure volume:::::::!! 3,462,444 cullic feet Post closure voIurne:::::::::: 3,645,001 cLibic fleet Difference in Volume--::::::: 182,557 -41he increase iii--i vc4i re of 3.82,557 cubic feet(5.3%) is considered insiginificaint /r Page 2815 of 4165 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D@ 2013 by Autodesk,Inc.v1 0 Thursday,08 127/2015 Hyd. No. I Pre Landfill Closure Hydrograph type = SCS Runoff Peak discharge = 135.28 cfs Storm frequency = 2 yrs Time to peak = 8.33 hrs Time interval = 5 min Hyd. volume = 3,462,444 cuft Drainage area = 882.550 ac Curve number = 71 Basin Slope = 7.4 % Hydraulic length = 12195 ft Tc method = User Time of conc. (Tc) = 38.80 min Total precip. = 3.57 i I l I = Type A Storm duration = 24 hrs Shape factor 484 Pre Landfill Closure Q ( S) Hdad. No. 1 2 Year Q (efS) 140.00 140.00 120.00 120.00 100.00 100.00 80.00 80.00 60.00 60.00 ......... 40.00 40.00 20.00 -T 7- 20.00 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 --- Hyd No. 1 Time(hrs) Page 2816 of 4165 11 lydiiiirogirap1h 1I llpiaiiil Hydreflow 11 iydirographs Exter-Hilloin FoirAutoC AlM Civill 31DO-)201 Iby Autodesk,IInc.v1O Thursday,08 127 12015 1 lyd. No., 2 Post III,,,,andfH1 Glosure 1 lyd rog rap II type SCS 1f:Zujrjoff II:::1eak disd-mil = '148.66 cfs Storim frequencq 2 yrs III hiiie to Ijoeak = 8 33 11 III ime finterval Ilmlrllru 11 gyyd. vd1ul = 3,645,(301 cuft Di,-ahl area 882.550 ac Cuive nuinil = 72* Baslln Slope T.4 % Hydradic length = 12195 �ft I c il�d Use1r III ime o,f cona. (Tc) = 38.70 mlin Tot all predip 3.57 llv-i [Distribution = III yIll e IIIA Stourm duiration = Z4 1,virs Slhqpe factul ® 4,84 Composke(Air ealCI14)®[(7,080 x 98) (6.450 x 80)'Il/882.550 1111 and'IF11111 C11C)SUll'S Q (Cfis) I iyd. ll 2 2 Year Q (ors) 160M :....... .. .......................................................................................................................................................................................................... ................................................ ................... 160,M 140,,00 -—------------.. ........................................ ........... .............................................................................................................................. 140M 120.00 ...................................... ................ ......................................... .......................................................... ...................................................................................................................................................................................................................................... .................... 120,00 0C.).00 ...................... ........................................................................................................................................................... ............................................................................... 100.00 HV 80.00 ............................................. .............................................................................................................................................................................................................................. 80.00 �lr .... .............................................. ..................................................... 60,M ............................. .............................................. .......... ...................... .......... 60.00 ........... ,D0 ..................................................................................................................... ----- .................................................................................................................................................. .....................................- 40M c,4 40 .................. 20,W -—-------............................................................................................................. ................. ....................................— ................................. ........ 20.00 0.00 ................................................=..........l�............................................... ..........I......... 0.00 0 2 4 6 8 10 12 '14 16 18 20 22 24 26 I lyd No. 2 nime(hirls) Page 2817 of 4165 L.oca doin II UIlu:fla.lh,CaIIIlffornl ,US' Latitude::39 1690",1 olm lied °,42 „1601' IEIIwfffPolrn,884 ICE* *sour a:Gou21u II d:1011IN�T IPIRE.:iWmdRITA II0IN IFIRlEQUIEINCY IEs"d"MA"II'•m" 9a7ja I:leFica,Sarah Dietz,6arah IWin,I...illian Mliner,I halters,Deborah IAranln,Sandra I"avlavic,Ishanl Roy,Can"Irrypaluk,Dele Unnalr,h engHn Yan,Michael Yekta, fan Zhao,Gard F.W Einnnin,Daniel II I..1-Chuan Chan,Tye I::marxyb al„Jahn Yarchoaa NO AA,I'+laP.faanaB Weather karwico,,Uvar 3Wnnvg,Mewylarod f. F 't�all�v�ulll air V IEII;:::...... .flan°IiG,a ll,�II a ... ...... elI 11I3IF tabu1air ........................................................... III mm IYmlll Id9d r9 I IIIlr " m' I�mWlh �m mmW� ffiIYI�YIIo fl��9u�nIrfifidllmry IllllrmIIY (fin fl�9l�rem l Avera o Iracu irrence ulrred. rar�fl I oars rr9�art &dr�Iru ...... d__ i ...��. .... . 6-mulm iQoylo4�o 134)uN(rJ tl#t CD.r�a��(CDo6 9 aJ20�)�e(CD fl ay (r a w I(�,2 aJ ahu) CtJ.265 l ®� �m ... r MAN .... tD %�9 d9�Q� �. . flflfl3. .. ...: 2 IpIFu� ........•.�W 4f'� rc d Q 4b 09 mmb�wvreflmn 6 ... _ III o. oa go goo sa o � o. a�yilCo �o o�reJmay ... . } 0 16r9 0112 9 �� a9 9�fl� fp 3m69 N9 a9 0 4r97 9 S-57 9�a42 Y 9„719 if d 9 Q%1�2yIP(®7r-1 ,19 C7?41)�Qua 23&9 0�I B9)il(C 2�U ,39�)�(® "ro 9 4y�fC 39f tD a42���(IJ 399 ®.ta3®y�(09 dk l2 3 (0.471 9,992)V (o.k4o fl m.®2) aJ 9ha1 1�.2w12 s GJ. y12 .292 ®.2C33 @73 ,i ' �,33 .... fDo49y a.,. %60 �I ^ ooR U.. ... d -urmdlm �I i�., �.._. ) ( l 9„mm9 u ^ o � o 4 m a ).t 9 44 0.392 o a t Iqo 43im .�a D.(®47 b ,amo�--1.23) 90299 ;3m � o,�am1y (®,u19 0 Be..ltm2 ro raa r br ( „ V 39.rrwlllm ° to a69 671B I Y6 9"'�2 " �9f2 aV.9y� � fl3 8 �� I� :::...�(o r%fo7o, yl(°PJ'92r3 oyll(I1, o'�A�ryi'f�J &9&� o,aw�&ayQl oyo-L1.�J9�,d;�Qo,b�'�•IJ�°���y� C�.G�5--�0��ly (o A -fl�9ry�,Qo,I92d....�..;a:xy� fGJ.��'o 1 Nh�y Nm(W�rndra�(038 .0.489)�(aJ4 VJka�royl(o�ob�oAm9y��Go.y1��o�� � (o a� mx�Yj .(0.921-1 �B) (Y01-161) f�991�R9droy ffl 0- 25) fi2rd9 ?. d 2„Mrer II . d 94 2 � 2. fl �C 3�d o d38) ( Mo®�Gb 11y (J 996 1.1�4}JL (9 IJ1 1 4y (1 16-1 65) (fl 26-1.9oy�I (1 96 2.1 N ��fl (1 5C 2.93) I�(fl 6 d�C1).� aa. 9� 1 fl.49 „' � 9,A42 Il 05 u �9a9f» 1 1 �1 r fi r 44) (1.2y-1 ma9y Y y.o9 �:q.9y 2.39) 6 69-2.mt N (1 A 9 07) t .')0 6 55 ! (1.97... 9)r �. " III � _ C. LIII..( l Wwr (r.1flu 47) (1� ...a p9) 199 19y L...,(1. m .i3) �� C2 m r tGJAy 2. �34! 1 ( ��„93y (... - ) 3 „�9 y fi2) (�"la2-�.T "H2 INrelr °� Ilo9a9 °I 2.35 �97 �"9mm '�9.94 �2m9 417 u' , ( 1�) d9 f , I Cz � f-94- 2 ®�) ( 2 � ) I ( fl � ry y 1 ( aim) (a r flea ) I „�2� ) �. aJ ) (4® ras) C4 rr�_o®y) ( ,3�..r 3r) ( amea I'a 3�).... (�.30-9 39) (r. 9 ao. ) fan rr o) (a .0-1 y I 1hir f ) C ...... (2,31 •313 3 y0 4. IIIOi MD 8.45 9„4b � fl9, flfl,.� 12.9 � 119 2,,,�da 3 N 4 2rro 4.2 a...-� R �e _i; 42 �.42 9.91 ,. aw. 9 LV.r4 �, ,,...., ... 4..:..::n.:......::::.......:......::....... L.................................................. .......................................y ��......��.:. ..... I...... .0�........�.....:�......�:....f 4 :.r::::....:.�..... 9. � ra, m.9 � .9y} II,b. fl�,rmy �. ...... R"MR U. ........ ... ...� �,,, �."" _w ...... ........ pg .703 9,23 9„93 fl1i® � ��� fl3�w II (,4.9Is.... .291 I fC.29....3.CJ1) (..p.�. .:::.r.:P.1) Q1 r,9..... 12.4....22.2) „92 „2 y,. ..........i 9,.22 I _. .. i ....... md,9 d2.3 g � ."y d UD i9 9 fl9.2 f4.42 GC) (�u,"a&9 �.aJ9) (�aY&ro i99'q) �I....(I�fl9 hu oy�... (9L_.:4 A'"1 ,0.7) 6 (,r,aJ.+1 fl4 .....�1 (113-11o8) (fl .,1 a9®y f,,,(h31 �2oGly (137-2�h.6.....� fly ) � .: ? 9.77 Fa 1 3 ... 134 ) f 14 1a-3 ��an r ,�dad fl9 9„499 �� 2 1) �(rlbfltl3„9 0 !, e C �9 1/44).:� GE3ar 209Y�. (9 .3 �24y ..f09,2 �5 )JE, (a,"a4 IIIJ2 997 It84 (ably 13 di 13. d (tl7 s-1.�9 1 n {:::: „2 r u .C1MS7 C y (1 2 :.2.7y Cfla.1 2x2 9 flo 233 fl9mda IF Sa49 .r�4 mod 102 1a19) (13r-rh9ary (1 119m9Ifl9 d99 .... 6� (. C ) (1 hD.t 1 9 11 G 4 3-?0 3 ppII �a9.7�tl (1"u- 2o_da �I .1. mh9 fl2 & fl 2 9 9 29.3�� 2 3 24.29 a99 2 d ..� 3.kr& 11,0 i f fl 19 13 9y (t 9 1 n~4) f fl'h"s C 1 (1 A "Rh 1 6"fl3^ 29.9)...:�,Q7o,C7 a!,9��21.®--32.9) '?2.aJ- 1) o (27, 40 4) ) , I (10�4 � .713fla.1y I (13r4y � Q192 .�. ��fl ') (2,� s. �j�..... ( � ) f� �. ) C3 ' ).o ro•da36.9 . . ppb pp pp l&I (1...................................�) � ) ( � s E � �. .ark (�I, ,, ) P (�® 5).::Y (2� „ ).. f t8=45.1o .._�m . ) ( .o) n ..(?T. A.. 0.2-41"PJ) (33 9--4 y.. C3,"a 0 52 2) ., �.(37 9 o3,b) (38.2....68.7) d 1,3-2PJ.69 ) Q ar 31 4' �A,9 31a,1::: ._... Dra*ohpNtadon frequency)ID)19 tim a.9 �4tebrle are.(based on frequency analysis of partial dura16awn,s h ha „„ Iq � ' I Wa Igtlaa(6�1�9), (f:la:)uuuutirruatus!in this �gNlurnbem ilrfl arenTha,s'is a f IF estimates at Iowpa,and uu® er 15ounda oY the 90%confidence rntervah."Che robability that lraredipKati�on frraqua�ncy aaUmates(for a ven durationand average IrQ odarFenoa Interval)Wil Ibe greaten"than the upper bound(or IIiims than the Ioasr,:rr IIis 5%.I:EstImates at ulruaaer Iruouuuvda are aaot d-necked against probable nraarahr urn Iarechpltmtion(IDMIra)estUnalles and rney be higher than currently valid Ia3IV91:,values, +Irenase refer to IhdoPaPn Atlas 14 doc ur nent for I"n9,Are lBack IIrIIIIII lI ttp,./ .idse.n "s.no° .goo/lln sc/Psfd. /Pf(i w.........pr.i.nd,,,age.h l?.gat=39,1 690&lon::::::::_1.? .1,601&chat",. P&(jWW1r5Of 4165 Chapter 2 Estimating Runoff Tedinical Release 55 Urban Wdrdlogyfor&T.nan Watersheds Table 2..Zc Runoff curve nuirrnbers fnr q,:)ther agneultural lands V Curve numbers for Cover description hyfl.rologic sofl group.............. Hydrolopc Cover type rc.,,ondifion A, B C D ............. I-I& W, Poor 68 79 86 89 sture,gras and or range continxiows forage for grazing Flair 49 69 '79 84 om,Good 39 61 74 80 Meadow, cond.mums grass,protected frorn. 30 5a13 71. 78 graAng arid genenftniowed for hay, Bmsb—brush-weed-grms mixture with.brimh Poor 48 67 1717 83 the mqyor elen.ient.V 14%dir 35 56 70 77 Good 30 q 48 65 73 Woods -grass combinadan.(ore hard Poor 57 73 82 86 or tree farn.i' FIMr 43 65 76 82 Good 32 58 '72 79 1?o(yr 45 66 '77 83 r�air 36 60 '73 79 Good 30 Y 55 70 77 59 74 82 86 and sin-rounding lots. Average runoff f.,,,ondidanmd T.::::::02S, Poor, 50%)exound cover or heavily grazed,�dth no rnxiilck Fair: 50 to7596 grotmd cover and not,heav!IV grazed. (..orxf: >75%q. m:hm.d eavcr and Hp ,y am.knwAy RZ,,hq, oronlyoc V_ ed. .1 Poor: <5096 1,.lrcnind cover. Rain, 50 W 75%ground cover, Good" >71,51%F,�raund cover. 4 AchW(.-,urve nunilberis less thain 30;use CN 30 for runcAT con4putations. 6 GN's shown.were comm pated for areas an M woods and�.5wqmum(Ipastdre)cover,.Other con.NnWians of conditionarnaV Ibe coxn ated froirn the GN'sfdr woods and past.i.re.. 0 Poor., Forest Uttrx,small trees,andhnxshrare deAroyed by heavV rpm a.71ing mar regilm burning. Fair.° Woods uxe grazed but notburried,and sorneforest litter caveiN the soR, Good- Woods aire 1protected fto7n grazing,and fitter and brush viec.paWy cover the suA, (21ON121l .55,Second Ed.„.Tune 1.986.) 2-7 � �(I Page 2819 of 4165 p dydroioglic Soil Group...........Mendoctno Cou.mnty„Eastern Pad and Sm.41impskim Part O"FrinRy County,California 114, ydirologic Soll Groqjp ...................................... Hydrobgtc Soil Giroup..........�Summmy by Map Unit�..........,MendoOno County,111:.:�astern Part and Southwesto n Part of"T"rffitty County, Cahfofta(CA687) ..... ........................................I.............................. ........... Map iw 11 1 t i::;i: mrrnt�ot Map unft naiiine Rating Aciros in AOI Pment of AOIII............................... ................... .................................................................................................................................................... searwaflow4 ieUman C 102.4 15.0% Wahereli cornpkw,30 to 50 percent slopes ...........................................................................................................................................- ..... ..................................................................I....................................................... .......................... ....................................................... 160 Maymen E9sen Sinook D 17,8 23% cornpdex,30 to 75 percent sbpes ............................- ................................................................................. .............................- ....... 162 Maymen-Woorfin-Etsel D 47.1 6.9% comp ex,50 to 75 percent sbpes ............................................................................................................................................................................- ........................................................................................................................................ . .......................................................... 183 Pit,,;and Dumps 361 5.3% ........................................................................................................................................................................ .................................. .............................................. 215 Xerochrepts B 2n,1 Z9% 11 Isploximialfs- Air&wvolls cornplex,,9 to 30 percent slopes ..........................................................................................................- ............................................................................................ ........................... ............................................................................................................... 216 Xerochrepts 113 5.3 0.8% Hap loxeraffis Arrgimidis complex, 30 to 50 percent sk)pes .........................................................- ............................................. ................................................................................... 224 Yokayo-Flinape.Piininobie 1) 12A 1.8% cof np ex,0 tan 15 percent slopes ......................................................... ...................... 228 Yorktree-Yodwft C 282.0 413% Wvris,,30 to 60 percent Mopes ............................................................................................................................. ......................................................................................... .......................................................................................... 230 YorkvflNe bam,30'tID N) D 6T5 9.9% percent sdopes ................ ........................................... ..... 231 YorkWie-Hopland bams, D 56.5 8.3% 30 to 50 percent slopes ..........................................................................................................- -- .............................................................. 235 Yorkville.-Yorktree- D 34.3 5.0% Squawrock compilex, 30 to 50 percent slopes I' ......................................- ..........................................-- ................ ............................- .................................................. .............................................................................. 236 Waller 1.5 0,2% .............................................................. .................................................... .................................... ............................................................................................................. 'rot.WsCorr Area of Werest 582,9 ............... ......................................................... .......................................... ......................................................................................... ................................................................ ............... v m,,j Natura$IResourrces Web Soff Survey 8/27/2015 Conservatlon ServWe NaHonM Coopeirafive SO Survey Page 3 04 Page 2820 of 4165 r� COOLED ooTaE4 rxls e'Eb CYMED of.Ar.^.iED oV'.6SC.'.'EV I %E£V DOMED It Al ZZ,B E'EK © ,, I ✓ U I q"'u— ,o'O/�DJI. 7.r M.ZZ.B aEZT C) 0 f'F tm 1L ca 16 r� f ; r e0 � fyi /� r �� l � �l✓/� � l r � r 1 G ry r l � l � � /J �✓ u l� rf(T ® ii S � /� � ✓/ %// , J U a 0 CU C. m i / pal l 0 CD rm a0"li l u v ri rl r ( eGk res Iglu / ��f � e<I✓� r � �� .'r.. Cw � r r ,; ,i,/�J✓f i M,Ss,oT nx°ZT /U o&NVd'l:'D G�CH'f.CE'E'b a�;EV o0�9F-"�:£ IJCT ,„ � ,��fv�"'EZ.�b d9C89�' :b Ci€bE I f f I I Y �— M l" z �. Zai n ;8 Page 2821 of 4165 0 0 M cu v 0 CL 'a u03' -w:5 E C14 a) E CL ca E COL pi t-- 0 z S 5 E c A, E 0 M 2 L) 2.9— 0 ca 0 Ir w E 2- CO M'm 2 z 2 cc a R UA 0 LD 5 E = w 0 co C3 A MW 0 >0, cu 2 L) C5 ea as E CD Or- WO Lb 0 0—z 0- E Z M M 0 MM �6.9 00 2 E ® m .0 E La a 0 -L=0 , 0 E 2,60-0 V-0 Lu m 2 E ow 0 L.2 8 �i 76-j U) "a< cc: jE>a) 0 A '00 .00 0 421 cm ICU, 03 a a) OIL M 0=C'o E r- 0 g 0 P 0,�2 -0.9 < CL 0 a) as CO 0 2 E >1 M 0 t:� M .2 21 -5 C3 a 0 0 > 0 Mw IO 0 0 ig :3 0 CIO CD CL E LU A A 0 z s < c V 0 n M El M M, ID CL e Lul u III in 2 0 U3 M 0 0 C 0 0 -9 16 0 < 0 z M < ci 0 0 z < c 75 an 0 Page 2822 of 4165 u-#ydii"ollogur,SoiliGr,oii.ilC:� Mendocino County,Eastern F�art and Souithwesteirin Part of Tdroty Counity,Calilfornr a 11�,)escdptllon lydirologlc solid groups mire tiased on estimates of runoff Ipuotelrntlial, Sofls are assigned to one of four groups accord ng to the rate of water lirnfulrtlratuon when the soups are not protected Iby vegetatibin, airethoircmclhly wet, and receive Ilsreolrlfulrtatliorn fii loing-dUiration stoirais. TT-re soils lien to-ne Urifted States are assigined to four groups (A, IB, C, arid ID)and thiree duM classes (A/D, and UID), 11 he groups are deflined as fbillows: Group A, Sonus Ihaviing a lh�igh infiltraltioin rate(low rii potenfiau)whein thoroughpy wet, 'rhese ccrnsust nriahily of deq1o,weUl drained to excessively drained sands or, giravefly sands. These soils have a Kigh rate of%mater trainsirrilssbri. Group 1:3. SoHs Ihaviiing a lmoderate infiftiratlan Irate when thorougltfly wet,. Phese consilst dhiefly of mc.)deirat6ly deep or deqp, imodeirat&ly well dralned oirweEl diraiirmd soHsthat have imodeirat6ly fume texture to rnoderaWy coarse textuire, rhese sells have a modeiratc.h irate cif watertrainsimlssion, Group G. SoiRs Ihaving a sbw linfiltiration irate rhein iti--iorougHly wet. 'IFI-mse coirisist cl-fiefly of sculls having a payee that lirnnpercdes the howl nward rnovernerd of water or s6ills of Irmo derately,fine texture or,fume textuire,"'these soups have a sbw irate of wateir. trainsirnission. Group IID, Sofls Ihaviiing a very slog infiltratlon rate(Nigh runoff potentlal)whein thOT'OUgNy wet,, 11 hese coinslst chiefly of allays that have a high sli-irink smfefl pioteint4l, souls that Ihr ve a hilgh watertatfle, soups that have a dlaypain or allay layer at or near-the sui face, and souls that ar-e sh6lbw over neaii1y iIrnpeirvbus rnatehiaL rhese soft have a very slow rate of water''lission, If a sofl lis asspgnedto a&M hydirob&glr'OLIlr) (A/D,, BfID:, oir CAD), the first letter iis for dirained areas and the second is for uirndiraiirmd areas. OiNly the s6llls that lint th6iir natiur6l coinditior-i are lien group 11)are assigned to duM d1asses. Rathing Options Ag,qregafion Method., ['..')oirnlnanI:.Condidoin Component Percent Cutoff- None S'pecified 'Fie-furuak Rule: Il figlher. ...................................................................................... ............................................................................................................................................... SA.."A NatuimIll ResotAimas Web Saill Suirvey 8/27/2015 Coinservation Service Matlainall Cooperative Spill Survey Page 4 or 4 Page 2823 of 4165 I'ACI-11MENT l E u'V ONS j l Page 2824 of 4165 N M aPw cw Ca P') G;F R7 Az Pw�n ir��n 6'w., C�4mm Irw.n ax a��re wd a� mw �w o ws u' c:s 4S uwl cl l na. P' µ g � P mm� m m C mmu a d F �Po � dF' ��q wow �� R �� I,��ii� m4•,tY� 'w wy` u��• G q� gqp mm� I�my � 'dMu CN�.��., � .. A � 5• q PO �' �' 4rTp A,a�wA^w Page 2825 of 4165 ll ire Closure t,Calculatloiiis City f Ukiah Lame fiill Firialll Closure Cmistiructlon 10 Year 5t uri mm IEvent 661"'" Determine tc: tc@PointI= 15.00 minInitia,lll t,per County o Mendocino Standard Determine f C from onfnt I to Point,,: @ Point 1= 1-8 cS, : stiniated Q @ Point 2= 17.7 ef°s Based on 1. cfs/acre ssume.....�..�b mm re��o�,,,Channel„Flour f = 9.S of n= RD3 side slo = 2:1. vloloc:� "° 1. ,' ems Poi ChannrrI.Report,pg.,Al I ' , ,,,,,,, 16.E min '`; Page 2826 of 4165 Determine t,from Point 2 to Point 3,.W Q @ Point 2= 16.6 efs Estimated Q @.Point 3= 86.9 cfq used on I cNacre Averag,e Q in.reach.-:::::::: 51.8 of AssumeTria fular Channel Flow- Q= 5 L.8 offs n.:::::::: 0.035 side slqpes= 2:1 sIqpe= 0 1384 velocity= 11.8 has Per Channe.11-RePort,Pg. 22- flow length= 2602 :ft travcl titne= 33 min, t,c @ Point 3-:::: .2 min Determine t,firom Point.3 to Point 4.- Q @ Point 3= 733 cfs Estimated Q @ Point 4= 1,62.2 a Based on 'I cfs/acre Average Q in reach= 117.8 cfs Assume Trian—d—,Channel I`Iow. Q= 117.8 of .n= 0.035 side slopes= 2:1 slope= 0.0560 velocity= 10.4 fps Per Channel Report,pg. 23, flow length= 21.42 ft travel time:= 3A. rnin tc @ Polnt,4= 23.6 min Page 2827 of 4165 Deteradne t,from Point 4 to Point,5: Q @ Point 4— 1.26.2 cfs Estimated Q @ Point 5= 247.5 cfs Based an 1 of .Averag � . e ( in..readh:::::--- 186.9 afs Assume bT'rjiaqg7qy&?r Qqnnel Flow: Q= 1.86.9 afs .n= 0.035 side slqpes= 2:1 slope= 0.01.44 velocity= 7.0 rps Per Channel Report,pg. 21, flow,lerig 3066 �ft travel time= 73 min t @ Point 5= 30.9 min Determine tjrom PoInt.5 to Point 6: Q @ Point 5= 167.5 c fir, .Estimated Q @ Poirit 6= 635 1. efs Based on 1. cfs/aairi�:r Average Q in.reach::::::--- 40.1.3 cfs Assume Tria,l.........................=., ul�qr�Chqnnel�Flqm� Q= 401.3 efs n-- 0.035 side slopes= "'Z::1. slope= 0.0099 �velocity= 7.4 fps Per Chamel.Report,pg. flow length= 3514 ft travel. time:= 7.9 min t c @ Point 6 3&8 min Page 2828 of 4165 -PIZE Q[Jamiindl 1IIRqpaiiirt -6e- 11hydra to IExlpress Extension foii"AutoCAIDOD Clivill 311'.)e)201'13 Iby Autodesk, Ilirnc, TIN.,irsday,Aug 27 2015 Polird I to Pollint 2 Pli'langullalir I fighfilg1hted Side S�qjpes (zl) 2 0 0, 2 0 0 0.70 I otdl Deptll (,ft) = 2 00 Q WS) 9�.800 Area (so ft) O. Invert IE:::]ev (ft) ® 100,00 Vdlocfty (fths) 1 ..... Slope N = 27.55 Wetted Fleilrn (ft) 3.13 N Vdlue ® 0.035 Cr[t I)qjf::vth, Yc (ft) = 1.09 Fop Width (,ft) = Z80 Calculations EGIL (ft) = 2.25 Carnpute Iloyl: Known Q Known Q (cl's) 9.80 Bev (ft) sectilaill [Depth (�ft) 103.00 . ........................................................................................................—.......................................................................................... ................................................................................... ................................................................................................................................................................................................................ 3.00 102.50 — ...........................................................................................................................................................................................................-.-................................................................................................................................................................-.-................................................................... 2.50 192 a69 — ................................................... ........................................................................................................................................................... ................................................................................................................................................. 2.00 .......................................... .. — / k. 101.50 ........... ..............................................................................................slk.....................................................................................I................................. ..................................................................................... .......................................................................................... ............................................................ ................. - 1.50 101,00 ...................................... ................ ............................................................................. ............................................................... ........................ ............................... "VI ..................................................................................................... .......................................................................... 1,00 of 100.50 ...... .................................................................................................... ................................................................................................................................................................................................................... 0.50 .................... 100.00 .............................. .............................................................................................................................................................................................................. ............................................. 0.00 99"50 ....... ...................................................... .............................................................. ....................................................................................................................................................................................................................................................................................................................... OZO 0 1 2 3 4 5 6 '7 8 9 10 if adh (ft) 74, Page 2829 of 4165 TIV: e`IOdeox fe 0[lialirviliriell Report iydraflow I:'::":'Xpress Eixtenwonfor AutoCAIDS Qvil 31DO 2013 by Autodesk,linc. Thursday,Aug 27 20,15 F:�Iofiint 2 �to Pohint 3 Trimingulair Hid Ifligifted Side Sbpes (z,,,.1) 2.00, 2.00 Depth (ft) 1�.48 IFotW Depth (ft) 2.0 0 Q (cfs) 51.80 Area (sqft) 4.38 Invert Elc.:,,Iv (ft) 100.00 Velocity (,fUs) 11.82 Sbpe (%) '13, tte Il eTim (,ft) 6.62 N-VWk.je 0.035 Crilt Dqoth, Yc (ft) 2.00 Tope Wdtl,-i (ft) 5.92 Cal ct,i latil ons IEGI (ft) 3�6 91: Cornpl ut Ilea Known Q Known Q (cfs) 51.80 Sectluiri Depth (ft) 'I(M.00 . .........................................................................................................................................-........................ -..................................................................................................................................................................................................................... ......................... .. ............. 100 '102.50 ......................................................................................................................................................................................... ............................................................................................................... .................................................................................................. .............................................................................................. 2.50 102.00 ............................................... .................................................................................................... ............ ....................... ................. ................ ............ . ........................................ 2.00 1011.50 ............................................................ oJ� ........................ ............... ....................................�W�,R .......... . ... ...... ........... ....................................................... ........... 101 M .............................................................................................I._... ........................ .............. ....... ........... lcl�,........................................................................................................................................................... 1.00 ................... ... ......... '100 ............................................ .................................................................................................. . . . ? ......... .0"5 . I ......................................................... . ,gyp 100.00 ...... . ............................. ............... ................ ........... 'Y.......................................................................................................................................................................................................................................................................................... 0,00 99M ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ....�0"50 0 1 2 3 4 6 6 '7 8 9 10 Reach (�ft) 1A. Page 2830 of 4165 Chaiiiiiinell IRqpaiiil 1h lydraflow Expimsss Extension for Aauto CAIDQD CM11 311DO 2013 lby Autodesk,hric, Thursday,Aug 27 2015 IlRoinit 3 to Po ilia 4 rril aing u Ilair Highlilghted Side &Iopes (,z-1) ® 2,00, 2.00 Depth (ft) = 2.38 rot6li Depth, (ft) = 3.00 Q (cfs) = 1,17.80 Area (sq,ft) 11 1�.�33 InvertII",;;lev (,ft) = 100.010 Velocity (fUs) 10.4 0 Siope (%) = 5 60 Wefted Perhm (ft) 10.64 N VaiUe = 0 0 3 15" Grit Depth, Yc (,ft) 2.93 Foip Widtl,-i ('fit) M2 Calculations iEGL. (�ft) 4.06 Carnpute �loy" Kirlowrl Q Known Q (cfs) 11 T.80 Blev ('fly Section II eptlih (ft) 104,00 ............. .................... ................ .................. ............ ............ .......................... ............ ............ F........ ... ............ ..................... �4,00 10100 ........ . .......................................................................................................................... .......................................................... ......................................................................... 100 .... .................... ..... 102.00 .......................................................... ........................ .......................................................... Ily,.............................................................................................................................................. 2.0ono ........................................ .............. ................................................ ............. ------ ..... ....... 101,00 ....................... - ............................. ...................... ................................. .................................................................................... ................................................... .................. .......................................... .............. 1.00 w1k.......... 211 10MO .................. .............................. - ------- .................. ...................................................................... .......................................... .......... .................................................. ...... ........ ........................-—--------------- ....................... ............... ............................ 0"66 99.00 ................................................................................................................................. I.....................................................................11.......................................................................................................................................... . .............................................................................................................-.1......................................................................................- -too 0 2 4 6 8 10 12 14 '16 Reach (ft) Page 2831 of 4165 Channel Repairt, 11 iydiraflow I:'::":,'XPIrSIss[":xtensioin for AutoCADS CIM11 3D@ 2013 by Autodesk,hic, ursday,Aug 27 2015 11r,101in° , I111611inn 101"� rrianguilair Highligi,ited Sde Slopes (m,I) = 2.00, 2.00 DqIpth (ft) 3.65 Total Depth (ft) = 4,,00 Q WS) '186 90 Area (sqft) 26.64 Invert Bev (ft) = 100 00 Velodity Sope (%) = '1 44 Wetted Perfirn (ft) 16.32 N Value = 0.035 Grit Ill eptli, Ye ('fit) 3.53 Top Wdtli (ft) 14.60 calculatiloins IEGI (ft) 4,41 Cor,11ripute by: Known Q KIrlown Q (cis) '186.90 Sectilmiri Depth (ft) 105.00 .............................................................................................................................. ................................................................................................................................................................................................................... ........................-.......... .......... .......... ..... 5.00 ...............iF� ........................................................................................... ............................................... ........................................................................................................ ....................104,00 ............................... 4,M 000—ofoi—ofo�,................. o� 0? 103.00 ............. .............................................................. qz............................. .......... ..................... ........... ................................................. ............................................ .................................................. ................................... 3.00 2.0 100 - ....................................-............................................................... ....... .......................................... .......................... ZOO .......... 101.00 . ........................................................................................................................................................................................................ ............ ...... .............................................................. ............................................................................................................................................... 1,00 ................ .................................. ..................... ................. ...... 100.00 ................................. ............................. ............................................................................................................................................................................................................................................... 0,00 99,00 .................................................................................................................. ........................................................................................................................................................................................................................................ .... ......]...........................................................I....................... -----— ............ -1"00 0 2 4 6 8 10 12 14 16 18 20 Readlh (ft) 'IA. Page 2832 of 4165 cl"406ure Chaminell Report el"I Ilydraflow Express Extens'ion for AutoCADO C10 31'.)@ 2013 by AutodeM(,ono. "rhursday,Aug 27 2015 P61hint 5 �to Polint 6 I irlangular Highlighted Side Sbpes (zl) 2 0 0, 2 0 0 1)epth (ft) 521 Fotal Depth (ft) = 6 00 Q (of S) 401.30 Area (sqft) 54.29 Invert Bev (ft) = 100M V61ocity (ft/ ) 7 39 ,a*— Slope (%) :::::: O.99 Wetted Perim (ft) 23.30 �IN Vaiue U35 Crit I)epth, Yc (ft) 4,79 I op Width (ft) M84 Calculations (ft) &06 Compute by Known Q Known Q (off, ) 40130 11:..:..:.Aev (ft) Section Depth (ft) IOTOO ........ ............................................................ ...................— ....... ...................... 7.00 OEI 00 ............... ..... ..................................... ............ &00 .................. ............ ................... ........................ 105.00 ................................ . ......... 5.00 104.00 ........................................................—/.................. 0 ..................... 4M 103.00 ..............................- ................ ........................................................ 100 102.00 .................................. ....................................................................................... ...................................... 2.00 10,11.00 ....................-...................................................................................................... ................Z 1.00 .. ..................... 100M ............... ........................................................................................................................... ................................................................................................................................................................. 0.00 99M ................................... ..........................................................................................I..................L— 1.00 0 5 10 15 20 25 30 35 Reach (ft) Page 2833 of 4165 m'»N Prb 'P" uPY '4o'�b If�q"�i C�Mw fl:�M u r uw ml m. uau imp c'�� raw, adn �ii �" r., x n 0 as I im � Pr all o�y m am u B �1 """"""""""""........"""""""""""......."""""""""""""""""" w m �rj4� Page 2834 of 4165 Post Ill mire t,Calculations dirty of Ukiah Laura dfidl IIFIinal CIIosuiire Construction 10'Year Storm Eveint 8/26/2015 Determine tc: t c @ Point 1= 15.00 min Initial tc per County of Mendocino Standards Determine t c from Point 1 to Point 2: Q @ Point LS c�Es Estimated Q @ Point,2= 17.7 afis Based.on 1 efs/acre Averagre Q in reach-:::::w 9.8 cfs As,sume Trios War C�hqnnel� Q= 9.8 afs n= 0.035 side slopes= 2:1. slope= 02755 velocity-- 1.(").0 f: s Per Channel Report,1,-.)g,., flaw length= 871. ft travel time_ 1.,5 min t c @ Point,? 16.5 min Page 2835 of 4165 Determine t,from Point 2 to Point 3., Q @ Point 2= 16.6 cfs Estimated Q @ Point 3= 86.9 cfs Based on 1 cfi/acre Average Q in reacb,------ 51.8 cts Assume Tria annel F low: 9MLZ69��....................— Q= 51.8 cf§ n7— 0.035 side. slopes= 2:1 slope= O1384 velocity= US fps Per Channe I Report, pg. flow length= 2602 ft travel firne= 3.7 in t c @ Point,3= 20.2 min Determine t c from Point 3 to Point 4., Q @.Poiilt 3= 73.3 afs Estirnated Q @ Point 4= 1.62.2 cfs'. Based on 1. els/acre Average Q in reach::::::::: 1.1.7.8 efs mE Assume Tr' ................. —Jangular(-bhonnell Flow: Q= 1.1.7.8 afis n= 0.035 side slopes:= 2-1, slope:= 0.0560 velocity= 1.0 4 fps Per Channel Report, 1'2 Pg- �flow length.= 21.42 ft travel time= 3.4 min tI, @Point 4= 23.6 min Page 2836 of 4165 Determine t,from Point 4 to Point 5: Q @ Point 4= 1.26.2 cfs Estimated Q @ Paint 5= 247.5 c.fs * Based an I cf.'s/acre Average Q in reach:.:::- 186.9 efs Assu ?Iame T War Channel Flow: ................ Q= 186.9 cfs rr-- 0.035 side slopes= 2:1. slope= 0.0144 velocity= 7.0 fps Per Chann.el deport,pg. flow leAgth= 3066 ft travel time= 7.3 min t c @ Point,5= .30.9 min Determine t jrorn Point 5 to Point 6: Q @ Point 5= 1.773 cfs Estimated Q @ Floint 6= 635.1. cfs Based on I ct],shicre Average Q �.n reach:::::= 406.4 cfs Assurne 7 annel FIMM .............. Q= 406A, cf.s- n:= 0 035 side slopes= 2:1. slope= 0.0099 velocity= 7.4 ins Per Ch=iel Report,pg. flow b::,I,ngth:= 3514 �ft travel time= 7.9 rn.in t @ Point 6:::::- 3&8 min Page 2837 of 4165 t;r Chaminell lRqpaiiirt Hydraflow IF: Extern laii for AutoCAII::)S CNN 311'.)S 2013 lby Autodesk, Ilumc, Wednesday,Aug 26 2015 Polin lin't 2 rriangular, I fighlighted Side SIqlpes (z-1) = 2 00, 2.00 Dqptlh (ft) 0.70 Tbtldll Deptl,i (ft) = 2.00 Q (C'fS) 9.800 Area (sqft) O. Invert Elev ('fit) 1 Ilod,ty (ft/s) 1 .,00 Sope 27,55 Wetted Perhm (ft) 3A3 �IN Vdlue 0.035 Crit lDqptl,-i,, Yc (�ft) = 1.09 rop Width (ft) = 2.80 calcullatialins (ft) = 2.25 Compute by: Knowri Q Known Q (cfs) 9.80 Bev (ft), Section Deptl,i (ft) 103.00 . ..............................................................................................................................................................................[................................................... ........................................... ..........................................................................................................................................................................-......................................................................... ................................ 3.00 102M ....................................... .............. ................................... ........................................................-................... ............................................-.-............................................................................................................................................. ......................................-............. .................................. 2,,50 102.00 ....... .................................................. .................................................. .............................................................................................................................................................................................................................................................................................................................. ......... 2.00 0 ...................... .... 101,50 ....................... ................. . ............................ .............................. ......................... ......................... ................................................................................. 1.50 auk lotoo ....................................................................................................... ..........................—............................................................................................................................................................................- "ll ......................................................................................................-................................. ............. too o 1 0 100,50 .................. ................... .... ........................ ......................-.-................... .......................................... .............................................-.1-....................................... .......... ..............................................................................................................I............ 0"50 100.86 ............ .. .............................................................................................................................................................................................................................. ......................................................................................................................................-..................................................................... 0.00 .......... 99,50 ........................................................................................................... ................................................................................................................................................................................................................................................................................................................................................................................................................................... ....0,50 0 1 2 3 4 5 6 7 8 9 '10 Read-i (ft) 3D, Page 2838 of 4165 7-b6tr 6iL%om- Chaini-iiiel lReloort Hydraflow ll:..::,'Xlpress Extensbin for AutcCADS C110 3[)Q.D 2013 lby Autodesk, Ilirno. Wedinesday,Aug 26 2015 1:2oh-iit 2 to IlRohint 3 rf"lailgUllair I fliglifligitted Side Slopes (zl-.1) = 2.00, 2,00, Depth (,ft) 1,48 FotW Deptl,-i (ft) = 2.00 Q (Crs) 51�.�80 Area (sqft) 4.38 p'irm eil IBIev (ft) ® 100.00 VeModlty ('ems) 11,82 -1*— Shope = 13.84 Wetted Perhm (,ft) 6.62 �N-Value = 0.035 Gilt Depth, Yc (ft) 2,.00 IIFO�JD Width (ft) 5.92 Calculations EGL (�ft) 3.65 Cour pute Ilby-I Known Q lKnowni Q (of s) 5 1 1:..:..:..:]ev (ft) sectlairl Deptll (,ft) 103066 ....................... - .......................... .. .......................... ....................................... ............. ........... 3.00 102.50 ........................................— ......................................... ................ ........................ ...................- ........ .. ................................. 2.50 10200 .. .... . . ........ ......... ......... ...... ....... ....... ......... . ........ e l 2.00 010 011 011, QIW6105 1011"50 ................. ........... ................................................. .................................................................. 1.50 err lotoo ...................... .......................... . ............................................ .............................................................................................. ............................................................................................ ..................................................................................................................................................................... 1.00 0", 100M ............. v .....................................................................................................................-............................ .......................................................................... .......................................... . .............. ........................................... ............................... ........... 0.50 MOM . . ............................................. ......................................... ................................................ ........................... ........................................................................................... .................... . .................................... ........................................... ............. mo 99.50 ............ ............................................................................................................................................................................ ................................................I..............................................................-.1............................................................l�................................................................................................................................................................................... .....0.50 0 1 2 3 4 5 6 '7 8 9 '10 lReadh (ft) Page 2839 of 4165 Chaininell Rqpaiiirt 11 lydraflowlE...,x1piress Exterwsiou'ifoo�AutoCAIDqDCivillI 311DO2013 hyAutodesk, Ilinc, rlhuirsdcq,Aug 27 2015 Point 3 to Point 14 rriminguiar I lighfighted Side &Ilopes (z"l) = 2,00, 2.00, Depth (fit) 2.38 Tcta1ll Dept[i (,ft) = 3,00 Q (of )19) 11"T.80 hivert [[;;vie v (ft) = 100.00 Vebcfty (ems) 10.40 Shope N = 5.6 0 "hefted l:::'erhn (ft) 10.64 N VWue = 0 035 Cr[t Depth, Yc (ft) 2.93 I op Width calculatilains EGI... ft) 4.06 Corqpute Iby. Known Q Known Q (cfs) 117 80 EHIev (,ft) I'Depth ('ft) section 104,00 ................... ......... ... ....................... ............. ...... ................. ............... ........... ......................... ....... .............. 4.00 ................................................................... 103.00 .................................................................................................................. ........ ..... ................. .. ........... &00 102,00 ................. ..................................................................... .... ..................................................... ........................................................................................................................................................................................ .............................................................................................................. 2,,00 inn 1011,00 ................................................. ................................ . ....... ...................-...............................;) .......................................... .......I......................................................................................................................... 1.00 '100.00 ...................................................................................................................................... ......................................................................................................... ......................................................................... .............................. ...............................................................................................................................-.-.........- 0.00 99,M - ................................................................................................................................................................................................................................................................................................................................................................-...............................................................I................ -1.00 0 2 4 6 8 '10 '12 '14. '16 lReacP,-i (ft) '137r Page 2840 of 4165 Q[I III iiinelf Report 11 lydmfllow li-x1piress Eiii"Meinm I onfor AutcCAIEM Civill 311'.:)G 2013 lby Autodesk,Mc, Wednesday,Aug 26 2015 ll::::,Vnt 4 �to Point 5 rilanguilair I Illighliglited Side &Iopes (zl) = 2,00, 2,00 Depth (ft) 3.65 I ctW III qlath (ft) = 4.00 Q (cfig) 18&.90 Area (sq,ft) 26,64 hinveft Elev (ft) = 100.010 Velo6lty (f"Us) 7.0 1 &Iope (%) = '1 44 VVefted Pe�i m ('fit) 16.32 14 VaWe = 0.035 Grit Depth, Yc (ft) &53 lFop Widtl,-i (ft) 14.60 Calculations EGL (�ft) 4.41 Cu,npute by" Known Q Known Q (cfs) 186.90 ev (ft) Depth (,ft) sectiolin 105.00 . ...... .............................. ....................... ............. .......................... .................... ........ . ........ -—----------- -""' ..................... . ............. &00 164,66 ...... . ............................................................................ ............. ............... ............ ......0� 4.00 ks" 103.00 ... ....... ............................... ............................ .......................................................................................................................................................................................................................... .......................................................................................................Z.1.1.1....................................................................................................................... 3.00 IOZOO .............. .......................................N .. .. ................. ............... ..................................................,.................................................................................... .......... .................................................................. 2.00 ....................................................................................................................................................................................................................... 1.00 1011,00 .. ........... ............................................... ................................................. ............... ibW 100M . .. ............................. .............................. .................................................................................... ...................................................... .......................................... .............................................................................................................-........................................................................................... mo 99,00 ...............................................................................................................J............................................................................................................ ........................................................................................................................................................................................................................I................................................................................................................................... -'I"00 0 2 4 6 8 10 12 14 16 18 20 lReacl-i (rt) V. Page 2841 of 4165 0[mminell 1II�Zqpmirt Hydir flo II xpirsss E.Exteins'ion'for AutoCAIDID CliviH 31130 2013 by Autodesk,Ilinc. "rhursday,Aug 272015 Point 6 �to 1P)dlin't 6 I rlaingUllair Higlilighted Side Slopes (zl-.I'l) ZOO, ZOO Depth (fit) = 5.23 FotW l[".)qpth (ft) = 6.00 Q (of ) = 4.06,A0 Area (sqft) = 54.71 Invert Elev (,ft) = "100.00 Vebdity (ft/s) 7.43 Slope (%) = 0,,99 Wetted l::)eHm (fit) 2339 �IM Value 0.035 Crit II;;;)epth, Yc (ft) 4,81 Top Wdtlh (�ft) W,92 Calculations EGL (,ft) 5.09 Carnpu,.rte 15y: Known Q Known Q (cfs) 406A0 ll::.::.::]ev (ft) Deptlh (,ft) Sectlain 16T,60 . ............................................I.................I............. .................................................. 7.06 106.00 .......................................................................................................................... ............................... 6.00 ............... 105.00 ....................... .......................... 5.00 104.00 .................................................................................................................................... .......................... ........................................................................... 4,00 108.60 3.00 ... ............................................................................................................................................................................ ...... 10100 .................................................................. ............................................................... ................................................... 2"00 lotoo .. ...................................................................... C.- ....................................................................... ..................................................... 100.00 ................ UO 99"00 ...... ...... ................................................................................ .......................................................................................... .................................. ......................................................................... ..1.00 .................= 0 5 10 15 20 25 30 35 Fleach (ft) 11:uNIl Page 2842 of 4165 cr r� 1 0 �nN rry 4A 4 2L. 1 .............................................................. —————- ----------------------------- ................................................... _ �a� 5 1 ("„"ay) ansilw 5 ._.�100 YE If:z 21 ::: . 242(Tc)....11 1069 ..Iq ..... _ ........ ......... ........ ..... . ...... .. ...._........ ... _ .....:: .. eau 0 YEAR �ab� 8 84�,8(Cc) aP."�166 ................................ 2 �, .... ........ ..... ... . .... ......... ....... _ " .,, �uIV 1m 08 �... _ .. ..... 05 25 YEAR 0.5 0m .. 10 XIEAIIR o:1 ....................... 4 5 6 7 5 1012 15 20 25 30 40 501„0 2 5 10 20 DURAMON T T T I...ONON"'MII::U . 123183 11 A1ITUDIE: 39.233 ................................................................................................................................................................................................................ M....T�TUD II.UII% 670 ....................................................... .................... .. YEARS OF V AIA: 1 72......1986 r"A EN +W •G1 F-- t.] I.xl Gl N'° ,." S '° I ,,, /FRS H - u n )OTSTD. I]KI H— ,.,. ,� . ENS CIS ,. *^' ,,;a, Page 2843 of 4165 va eS M1 � F!�,w o•,y �'''v..:.,v„� s 1t �::. uu"ph�.J �^i "4M � .�.:„•Y �4 w:�fi n,a' �� �b�„�»N,, ��`'m" p`� °�� u� ue� �� IG °�„ r 0 �' ° a w v- vw v' on II4 . 1� �'�� oM � u :e "°"i c•TMvN H,. �p �Ij IA ,au•r ��q' "" II"�� ✓'"ti}, °� pP `".,wr... � p �'n.� II � rt iaT.V o-� 7e ''rrm r`Y '9 4 r.�, 17 3 I��u � 'k �4: ��'� u� "gym°,� � �"`�, a II "" � w vrr °..,,�✓^� �'M ..,.v. w„�°... ro 9 a ` r n auk uyh�°x•••/` �J l:�i ,:,~. .4:0 �` pr "'a,, yA µ#-. u .^r%i� '4 0 N v way" V r�ua�w rr U rykill ��°u`•5 a .'^,,, II n^M4 q" �waav a�`crH��!�y k w, w.,, qd �Wi��: �" �V� ^' ��Iww Lam.•••. % M � v l .JAW w ..;w.. ia. an * u a e ° ryry�� 'Ib roL I �h � Vp , rq n I� ux�; +.m^rmnm" auxw, .�f !� �p �� �X..... .*"*ti, �b ' ^p �B ,rxa v� *y .• ¢, .� o `�y ��" ink �w • �� � >_„wW.�„w, �� eru vprLwL.F:�,l" 6°VbfiNAPd'C' Ih any k p e•.m a w.. * q''f GOr e n Pz'4f LLro.i4'rrda,'� '1"lJ\� .. i' 6 y.;. ������������������������������������������������������������.....w� ............................................� N ni p� p� m.. R:y � � .., STY w NO 4.d'w .✓ q�r— p " I 1 ��. r .ICE �C.� ��`� � m s 11, 1I �uw�vmnn��wmwnl r, �)1..,..I. .!....'6_Y t../�a� �...J�.'`w'v Q.....', F'�4.........5`..1�..;� I...�E°�OCAQ f.. (�;VV �..JIRd�`�"�dN (.,G_ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,m,,,,,,m„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „w ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Page 2844 of 4165 IIWIpppllWq,y H P III m IIIII ID:: PIII- D PIIIPIIIA IIW IIIPIW4 PIIII. IlWlpplµl@ IPII @ rain Page 2845 of 4165 14ydiradlic Calculatlains City of Ukiah III.aindfill Final Closure Cainstruction 9/26/2015 Check Channel Capadtyfor 2 year Storm Fvent.* Channel capacity checked at ear..point 6 Pre-Closure ...............................................— Qjo= 530.73 efs -* See hydrologry oaks. IIPg« Qj- 0.65QI0 Q— 344.97 CA Use straight line interpolation between Q 1 and Q 10 to determine Q 2 Q2-- 369,.68 CA &q29!D? 0-!m th—and—v e I o d ty Q2= 369.68 C& side slopes= 2:1. bottom width.= 3 ft n::::::::: 0.035 sillope= 0.01.89 depth,::::::: .00 �ft flow depth= 3.52 SEE CHANNEI REPORI PG.,A 4 velocity::::: 8.90 SEE CHANNEL,RIF?ORT, PG Page 2846 of 4165 ,.Post Closure 557.14 cf's -+ See hydrology caks. pg. Qj— 0.65Q�o Qj.—, 362.1.4 CES Use straight line t*nlerpolcelion between Q I cind Q 10 to el titer mine Q 2 Q2— 388.08 C& Q2= 388 08 cfs side slopes= 2:LP 3:1. botilom vAdth:::= 3 R n= U35 slopem:::::� 0.01.89 depth 5.00 ft flow depth= 3.60 ft SEE CHANNEL REI)ORT, PG. velocity-- 8.98 A/S SEE CHANNEL,REPORT,C Lomparison Pre closure flow depth-.:::: 3.52 11 Post clostire flow depth= 3.60 ft 'OSt C1110SUre fow dep1h increase::::::::: 0.08 ft >"rhe increase �n flow depth of 0.08' (2 2%) is considered insignificant Pre closure velocity=- 8.90 11 k,,, Post closure velocity= 8.98 ft/5 Post closure velocity inorease:::::::::: 0.08 is >rhelincrease in v0ocity of 0.08 ft/s(0.9%) is considered insignificant Page 2847 of 4165 Check Channel Capadty fior 10 year Storm Event: Channel capticily checked at wear point 6,, Pre Closure ................................................................................- QIo= 5,30.73 C fis -* See hydrology cal es. pg. A25..g! w4gj.d.......al....c.hannefflow toetermine flog .lpth.:... Q1.0= 530.73 cfs side slopes= 2:1 bottom.width= 3 ft n7— 0.035 slope= 0.0189 depth= 5.00 ft flow depth= 4.1.1 ft ->SEE CII MINNEL REPOR r, FIG. lh velocity= 9.73 SEE CII 1AINNO REPOR F)G. A Io) .Post Closure Qlo= 530.73 6" See hydrology calcs. pg., A. .S. S u m e t.ra. e7 Wal channel flow to determine flow d th- ................ Qlo:::::::::: 530.73 err side slopes= I 1., 3:1. bottom wid&:wz 3 ft n�::::::::: 0.035 slqpe-- 0 0189 depth.::::::: 5.00 �ft flow depth= 4.19 >SEE CHANNEL REPORT, PG. velocity= 9.87 ft/S SEE CHANNEI REPORT, PG. Page 2848 of 4165 Pre closure flow depth-- - 4.11. Post closure .ow depth= 4.1.9 lost closiare flow depth increase— °'Flhe incirease in flow dept�h of 0 08' (1.9%) is considered hisignificant Pm closure velocity:::::z 9.73 Post closure velocIity:::::::: 9.87 It/67 j Post closize veloc�ity increase:::::::::: 0.14f.ts The increase in vebcfty of 0.14, ,ft/s (1.4%) is considered insignificant Page 2849 of 4165 Check Channel Capacityfor 100 year Storm Event.: Channel capacity checked at nearPolpit 6, Pire-Clos gym.re Qlo= 530.73 cf`§ See 4ydrology cales. pg. Qlo()- 1-5Q0 Q.1,00- 796.10 CfS MH grng trapezoldai ghannelflew to determine fro t Pr the Qloo= 796.10 cfs side slqpes= 2:1. 'bottom.widt.h,--- - 3 ft a:::----- 0.035 slope:::::::. U1.89 depth- 5.00 ft flow depth= 4.87 ft SEE D-IANNEI REPORT, velocity= 10.77 ,it SEE CHANNEI REPORT, PG. ,AV�,,,",;r Page 2850 of 4165 Post Closure .....................- Ql()= 557.14 efs See hydrolop y calcs.pg.., Ql()O,,- L.5QjO Qlo()-- 835.71 efs &jqrng qgpezoidM dVianneil flow-to determine flow dpintih. ........................................................ QIO() 83531 cfs side slopes= 2:1, 3:1 bottom width= 3 ft n= 0.035 slope= 0.0189 dc pth= 5,00 ft flow depth= 4.96 ft i SEE CHANNEL REPORT, PG,, velocity- 10.94 ftls SEE CHANNEL REPORT, PG. Con risom i.g.pa ......................... Pre closure fow dqpth 4.87 ft Post closure flow deptb::::::::� 4.96 ft lost closure flow deptb increase:::::::::: 0.09 ft >I lhe increase lInflow depth of 0 OV (1,8%) is consWered MsIgnificant Pre closure velocit.y= 1.0.77 W5 Post closurevelocky= 10.94 ftk� Post closure velocity inc:re ase= 0.1.7 Ws >"Ili"he Mcrease M vOocity of 0.17 ft/s(1.6%) is considered insignificant 4 r" Page 2851 of 4165 IIII'1 lly ills 1II°Iejpoft lHydira,flow Express Extensiloin fourAuuto IC.30 CivIIII 3D@ 2013Icy AL11tiDdes1k, IInc, Friday,Aug 25 2015 Pry Closure Existing III iii iiiri llll 2 Year Stoirim Event Tiiffa1jjpezolddl II°°fli Illrnlll lii Ills e 1130ttorriii Width ft 1)ellrtli ( ) 3.52 Si 'e Slopes ( 1) = 3 00, 2.00 (of 9 68 nelll III..°;;;II!e ( ) ,,,,,,,, 1 oboft (ft/s) ,,,,,,,, &.90 Slope N Bette F.'er°'hmi (ft) 2 OO Grit Ilf;;)ellothy Yc (ft) ,,,,,,u3.69 op Width (ft) III l tul urn II....... III,,,,, ( t) 4.7 ournpute Iby- Known Known Q (o ) 369Z8 leaf (' Sectlain )ell tllh (' 10&00 ............... _............................._ 165.00 _ .................. 164M ...... _ ?.. ...... _ ........ _ . ._.... 4.00 103.00 3. 00 o U 162,.6 T �R _. � __ 2.60 i - d 16'1 M -__ 1.00 1 o"0o „0 ....................................................................................... -t, 0 0 5 10 15 20 25 85 85 40 ll' eo ( ) Page 2852 of 4165 iiiil NMI ,,,, IIIII I1II IIpoft I ydirafN IIE"xpiress Extensw for AutoCADIIO OvIIII 3lnM 2013 lby Autodes1k, Ilirmc. Firlday,Aug 28 2015 Post 011osuire. llflllll! liii li n in&lll 2 Year Storm "I rapezoldal Higi-ilu Ihte Boftoiu m Width ( ) 100 U;;; oll 't (ft) 3, 61 e Slopes (z:l) 100, 2, (of, ) 38&.08 1IC°'ot l II)ell th ft 5,00 Mires ( °ft) 43,2 Invert IE::Ae ) 1 ellloolit (f 8,98 Slope N 1, etted IC err ( t) ,,,,,,, 22. 3 I ,,,. � ue 0.035 Girlie Ilf;;;)e fII Yc 17 Compute , Known Known ofs) 388.08 'tlaill 165�.66 ,,, ........ . .� 5.66 104,00 4,00 h �u 163.06 ,g, � ............. 100 �Q °162.66 „_ .............. ..................................................................................__. 2.66 e ..... 161.66 1.00 �f 166.66 ........ ....... /."',... .......n,,.� 01.06 gg.o6 .6 6 5 16 15 20 25 36 35 46 l each (ft °� Page 2853 of 4165 Channel Report Hydiraflow Express IE eins�on for AutoC ADO CMIll 311:::)@ 2013 lby Autoidesk,line. Friday,Aug 28 20,15 F" r Illfll,I liiistiing Channel - 10 Year Stoinim IlEvent rira�jjoezoldal Highligilited 11:..: Ottam Width (ft) = 3.00 Depth (,ft) 4 11 -4— Side Slopes (zl) = 3 00, 2 00 Q (cfs) 5X.73 Total Depth (,ft) = 5 00 Area (sqft) 54.56 hrivert Elev (,ft)i = 100'.00 Vdocity (ftl,-,) 9.73 Slope (%) ® '1 89 Wgifted 11:Derim (�ft) = 25 19 N-ValUe = 0.035 Grit Depth, Yc (ft) = 4,34 III„'op Width (fit) 23.55 Calculations EGIL (fl) 5,58 Compute Ibyl�.-I Known Q Kriown Q (cfs)i 530,."73 l:..:..:.Jev (�ft) Section I)eptlh (ft) 106.00 ...................................................T- &00 105'.00 .................................................................. fir` 5,00 104.00 ............ ................................................ 4.00 ............ - -------- 103.00 ......... ........................................................................... -/OIL &00 102.00 .......... ZOO 101,00 ...................................................................... ........... ................ 1,00 ......................................................................... .L............................................................................. 100.00 .............. ...................................................- 0'.00 MOO ....................................................................................................... .......................................................................... .......... 0 5 10 '15 20 25 30 35 40 Fleach (ft) -16u Page 2854 of 4165 h n ,,, IIII Repoft Hydr flow Expire IExten coin foi" uu1CoC, uvlill 31f;) 2of3 IbyAuufodesllk, Vino, f,::Hd y,Aug 23 2015 ClosurePost Illflllll! AA liil unl h imin llll 10 Year Stoinim Illfiiiilive iiirt riiffa1jpezoldal I°°fii h high e ottomll Width 'ft 00 1 ep'th ('fit) ,'1 „— lir e Slopes (z"l (o 557.14 ro ll IIDe tII f leas ' )I 56.46 hInveul Ilf;°ale 'ft)I 100.00 Velo6lty ( Slope M 1, 9 Wetted Ilf:"'ehi'm ( ) 25.62 III,,,,Value 0.035 rii't Depth,'th, o ('ft) 4.44 I op Width (ft) 23.95 Cornpute IIo , Known Section 166„66 .......................................................................................... 10&00 _,.�� �� � ... � _ __ ._.................................... .N, . 5.66 104,66 __ / 4.00 ........... ..... ...... .m J^f l� 165.6 ........ ...... ............................................................. .60 G�162.06 _nk,_........ 2.06 i 161,6D 3 1.00 n M 4n 106�,6�D _..._. ---- � „66 9.o6 _ .............. ...1.06 0 5 16 15 20 25 86 35 46 lfeo ) 47. Page 2855 of 4165 Giriannel IllfRepoirt 11 lydra,filow E..:,xjpwss Exteinsilain fair AutoCADO Qvill 311"M 2013 lby Autodesk,Ilirna. Firiday,Aug 28 2015 11FIre. Closmire Existing Chairvinel - 1100 Year Stairim Evaint Tira III ezdlldal I flighlighted Bottom Wdth (�ft) 100 1)eptlh (ft) 4,87 Sde Slopes (ml) 100, 2,00 Q (cfs) 796,10 ToW Depth (ft) 5.00 Area (sqft) 73.90 Invert lEllev (ft) 1 00n bcfty (ft/s) 10,77 Slope -1 n 89 Wetted Perilm (ft) 2929 IN Vah.je 0.035 Crit Depth, Yc (,ft) 5,00 I op WWth ( ) 27.35 Calculations EGI (ft) 6.67 Cornp u t IIIy: Known Q Known Q (cfs) 79&'10 Section E)qptlh (ft) 106,00 ....... ................ &00 105.00 UO .... ..... ......C. . .............................................. ..........I..........=, 104M 4.00 ............................... 103.00 ............................. 3.00 102.00 ............................................. 2.00 .......................................................................................... ............................... 101.00 ........................................... too 100'.00 .............. ...................................................... 0.00 99'.00 -- ------------------------------------------------- ................................................. l"00 0 5 10 15 20 25 30 35 40 Reach (,ft) 40, Page 2856 of 4165 Chainnell RqIpaiiirt lHydraflow E.Expiress Exteinslionfoir AutoCAIDO CIVIII 3D(D 2013 lby Autodeslkll hic, Firiday,Aug 28 20,15 F: ost Closure III:,,:,,:,,AstIIing Ill amindi r1100 Year Storim III:,:.:::4ent ri-apezoidal Highlighted Bottom Width (ft) 3 00 E.Depth (ft) mmm4.96 -di Side Slopes (zl) 3.00, 2,00 Q (cfs) 835.71 I otal III)epth (ft) 5.00 Aire a (sqft) 76.38 In veil Elev (ft) 1010.00 VdIocity (flUs) 10.94 Slope (%) 1�.89 We'tted Perimi (ft) 29.78 �IN Value 0.035 GiIt Depth, Yc (,ft) 5.00 Top Wdth (ft) 27.80 Calculatilmns EGI (ft) Cornpute IIIy'-.1 Known Q Known Q (c,fs) 835.71 Elev (ft) Sectiloin I)ep'th (�ft) 106"00 -T ..........................................— 6.00 105.00 &00 104.00 4,00 103.00 ......................................................................... 3,00 re 102:.00 .................. .... .... ......... ... ........................................................................................................ ......... 2.00 101.00 ............... ................. . ........................................................................ .................... 1.00 /I�e '100.00 ............................ ......................................................... 0,00 II 99.00 ................................................................— -too 0 5 10 '15 20 25 30 35 40 lRea Ri $a4, I Page 2857 of 4165 Appendix C Notice of Preparation Page 2858 of 4165 NOTICE OF PREPARATION ENVIRONMENTAL IMPACT REPORT CITY OF UKIAH LANDFILL CLOSURE PROJECT Pursuant to the California Environmental Quality Act(CEQA), the City of Ukiah (City) plans to prepare an environmental impact report (EIR) on its proposed Ukiah Landfill Closure Project (Project, or Proposed Project). The City will be the lead agency under CEQA. Project Location and Background As shown in Figure 1, the Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 283.5-acre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast 1/4 of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino County Assessor's Parcel Number 178-130-01. Waste disposal operations at the Landfill began in 1955 at the eastern end of the landfill footprint and progressed upslope and westward. During the 1970's, the unnamed ephemeral creek was realigned northward to maximize the available fill area, and a soil berm was constructed along the toe of the landfill to separate the waste from the realigned creek channel. The method of operation during the Landfill's development was a fill and cover approach in a canyon/gully terrain. The Landfill operated as a nonhazardous Class III solid waste disposal site servicing the City of Ukiah and the surrounding area. The types of waste received included garbage, rubbish, demolition and construction waste, brush, stumps, large appliances diverted as scrap metal and street refuse. The Landfill ceased operations in September 2001. Environmental monitoring at the Landfill was originally regulated under Order 75-43 in conformance with Title 23 of the California Code of Regulations (23 CCR). In September 1993, Order 75-43 was amended by Order 93-83 as a mechanism to implement State Water Resources Control Board Resolution No. 93-62 and federal municipal solid waste regulations (i.e., "Subtitle D")per Title 40 of the Code of Federal Regulations(40 CFR), Parts 257 and 258. Concurrent with this amendment was the preparation of a Report of Waste Discharge for the purpose of formally updating the Landfill's WDRs and to address groundwater impacts previously identified at the site. The combination of these two documents was subsequently used by the NCRWQCB to issue new WDRs(Order 94-123)for the site in October 1994. In the Fall of 1995, an Engineering Feasibility Study (EFS) was conducted to evaluate corrective action alternatives for the mitigation of groundwater impacts and to assess potential leachate management options. Findings from the EFS included recommendations to upgrade the groundwater monitoring network, performance of a health-based risk assessment, and modification of the leachate collection/management facilities. The monitoring system upgrades and health-based risk assessment were subsequently completed in the Fall of 1996. Modifications to the leachate collection/management facilities, which included the diversion of collected leachate to an aboveground storage tank and pumping to the City's sewer piping system via a combination force main/gravity drain,were also completed in the Fall of February 2017 1 Page 2859 of 4165 Notice of Preparation City of Ukiah Landfill Closure Project 1996. Following completion of the respective corrective action measures, the site was monitored on a quarterly basis in accordance with Order 94-123. On June 27, 2002, the NCRWQCB adopted the current WDRs (Order R1- 2002-0061) for the site to address interim closure, corrective action needs, and submittal of plans to complete cap construction in accordance with 27 CCR. Order R1-2002-0061 is the currently monitoring document for the project site. In 2014,the City prepared Final Construction Plans for the closure of the Ukiah Landfill and then in 2016, the City prepared an Initial Study/Mitigated Negative Declaration and through that process determined that the City would prepare an EIR to satisfy the requirements of CEQA. The Initial Study/Mitigated Negative Declaration is available for review by the public on the City's website at htps://cityoruknah.bo ccom/kikn,�hf..,inddlnll .'IoosurcPro�ect. Goals and Objectives The overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically, the components and systems required for closure of the landfill include the final cover and grading design to control stormwater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance, drainage and erosion control systems, landfill gas (LFG) control and monitoring systems, groundwater/surface water monitoring systems, and site security. Project Description Closure of the Ukiah Landfill will be performed in accordance with the applicable regulatory standards. The components and systems required for closure of the landfill include the final cover and grading design to control stormwater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance, drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface water monitoring systems, and site security. A description of each of these closure components will be included in the EIR. The final cover design is described below. As outlined in 27 CCR, §20950,the primary performance goal for final closure is to minimize the infiltration of water into the waste, thereby minimizing the production of leachate and LFG. The proposed final cover design for the Landfill areas will consist of the following layers, from top to bottom: • Synthetic erosion-resistant layer; • A structured geomembrane low hydraulic-conductivity layer that includes a drainage layer;and • A minimum one-foot thick foundation layer. This final cover design for the Landfill areas is an engineered alternative final cover consistent with 27 CCR, §20080. A copy of the Final Grade Construction Plans are included on the City's website at https://cityoFukiah.box.com/1.Jkiahf..,a:udlnlK.1osurePropect. Several factors were taken into consideration is establishing the proposed final cover design for the Landfill, including the geometry of the existing landfill, local climatic conditions, final cover material availability, slope February 2017 2 Page 2860 of 4165 stability,erosion protection,and construction cost. Scope and Contents of the EIR "Scope" is a term that describes the breadth and depth of an EIR (i.e. the content, as well as the level of analysis and discussion). The City identified the appropriate scope for this EIR by preparing an Initial Study/Mitigated Negative Declaration (see the City's website at hips://ci�yofuikii,,ih.box.com/tJkIl,,ih[,,�ndFiII .'IosurrePro�.) and engaging appropriate state and local agencies and the public to provide input. As required by CEQA, this Draft EIR will focus on significant environmental effects expected to result from the Proposed Project (CEQA Guidelines, Section 15143). Based on responses to and the results of the Initial Study/Mitigated Negative Declaration, the identified environmental resources that require further analysis in the EIR are as follows: • AestheticsNisual • Air Quality/Greenhouse Gasses • Hydrology • Geology • Noise Based on responses to and the results of the Initial Study/Mitigated Negative Declaration, substantial evidence exists to exclude the following identified environmental resources from further analysis in the EIR are as follows: • Agriculture and Forest Resources • Biological Resources • Cultural Resources • Hazards and Hazardous Materials • Land Use and Planning • Mineral Resources • Population and Housing • Public Services • Recreation • Transportation/Traffic • Utilities and Service Systems Any mitigation measures identified in the 2016 Initial Study/Mitigated Negative Declaration that are not revisited in the forthcoming EIR will be carried forward and will be included in the Mitigation Monitoring and Reporting Program to verify compliance. Further, the Draft EIR will characterize the existing environmental resources within the vicinity of the Proposed Project, analyze potential impacts to those resources, and identify mitigation measures to reduce impacts. Other CEQA-related issues, such as cumulative and growth inducing effects that could result from the Proposed Project will also be analyzed. It is anticipated that at least two (2) alternatives, including a "No-Project" Alternative, will be analyzed in this Draft EIR. February 2017 3 Page 2861 of 4165 Notice of Preparation City of Ukiah Landfill Closure Project Public Participation As part of the environmental review process, the City would like to know the views of you and/or your agency as to the scope and content of the environmental information, which is germane to your interests or your agency's statutory responsibilities in connection with the Proposed Project. If you are representing an agency, your agency may need to use this EIR when considering your permit authority or approval of the Proposed Project. Whether you are a public agency, stakeholder,rate payer, adjacent landowner, and/or interested member(s) of the general public,you are encouraged to help participate in the preparation of the EIR by attending the scoping meetings and/or providing written comments as further discussed below. Scoping Meetings. Two scoping meetings will be conducted to seek public and agency input on alternatives, environmental issues and concerns to be addressed in the EIR. The schedule and location of the scoping meetings are as follows: 2:00 pm Tuesday, February 21, 2017 6:00 pm Tuesday, February 21, 2017 City of Ukiah City of Ukiah 300 Seminary Avenue. 300 Seminary Avenue Ukiah, CA 95482 Ukiah, CA 95482 Written Comments. In addition to the opportunity to provide input during the scoping meetings, written comments on the scope, content, alternatives, and the environmental issues to be addressed in the EIR are also encouraged. Due to the time limits mandated by state law, your written response needs to be received by March 7, 2017. Please send your written comments to: Jarod Thiele, Management Analyst The City of Ukiah 300 Seminary Avenue Ukiah, California 95482-5400 Please make sure that you provide your name, agency you are representing, title, as well as your address and phone number so that we can contact you and keep you informed throughout the EIR process. If you should have any questions or need additional information, please call Mr. Jarod Thiele at 707-463-6755. The City estimates that the Draft EIR will be available for public review in June/July 2017. February 2017 4 Page 2862 of 4165 � T I�4 , IIY ..... I } r r I o. 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N N a) N0 Cl) N 1n N 10 10 N O r O)O a)O (4 N 0 O 10 1 0 0 0 M Xa 00 00 xa col 1 co 4 W N N W _ I O I O 0 ---- ---+----}---- C ' j LO j U I p I N 0 0 00 0 O NZia Zia o 'o 'C? o C 1 1 C � d O 1 O 1 0) 0) w 0 (4 0 M 0 M 0 (4 00 10 1 0 00 C �H N O N O ((O �O �O r 0 d N N d 0 1 0 1 0 O y+ I I 1 1 L (0 0) 0) N 0) I p I p 0) +-+ �� 0(,) O M Oc l0 l0 O.* O O 0 p p O X d N O N O X d O 1 0 1 0 O 0 W j, N N W T 10 1 0 1 1 LO -------------- 0 1 1 1- 10 10 0000 00 ((0 0 0 1- o 10 10 0 U 1L 1L 1 1 — I I a w a Io Io w 0 00 00 0 00 i0 i0 Do 00 00 00 Io Io 00 N J 1- 00 1 0 1 0 00 CM L ---- ----+----+---- 1 1 I� r N :0 1 N N C) Y 0 v 0 00 i0 i0o 00 N U o o U 0p 10 1�0 r0 N o o N LO '0 m I I y N 10 1 0) M w X M M W X l 0 I O c w 0 0 p p 0 0 p i p i p 0 0 CO 0 O O O 1 0 1�_ O ----+----+--- 1 1 0 N V C J O M O M C J 00 10 100 c O Cl) N 1 i 0 0o 00 3 0 00 10 100 Do L rr co co (o j0 'moo �o 0 � c c (h 0) 0 0 U U w E o ? 0cm 0 o U U O ~ (j 2 .> .� ~ M LO 0 00 N O N CG 0 It00 . N N O 00 00 N .O U O O OI- O 0 NG Q U 0 .ui L6 U n .o o m N LP ----+---- ----+----+---- O 1 1 1 0 10 0 0 10 10 0 0 0 10 0 0 0 10 10 0 � z o �o o z o o o 0 0 10 0 0 10 10 0 O I I I N ----+---- ----+----+---- CF) O 1a w a Io 1a w V O IoM OM 0 V IO 10 In o.* CO U O I In 0 LO o 0 O 1 0 i 0 0 0 o (0 0 Ip 0 �O O O O O 0 i T V 0 N In y-, H ----}---- H -------------- CB N 1 N :5 1 1 0 S- 0 0 1 0 O 0 Cl) 1 0 1(0 S= U o 1 r` U 1 0 I N j0 j N o O O 1 N 1n O N 16 1 0 (O yT+ H 1 H 1 1 S= ----+---- ----+----+---- O I N I I 0 U O I O O 0 0 l 0 I N 0 U O 1 _ r 10 I� O L m O 1 LO LO m I O 16 y+ 7 z ....L.... z L____L--- _ O (n 0 0 0 o 0 0 :0 :0 0 O U 0 .0 0 U 0 .0 .0 0 m o .0 0 m o .o .0 0 — m m (0 . 00 t- o MO LO r �0 �N o N O �0 0 N O O M � O �� o 0 :0 :0 0 O a a c ----+---- ----+----}---- 1 1 1 U N N 0 I N N N In N 10 10 N -� (4 N 0 1 00 O O m N 00 10 1 0 00 M S- X a 0 1 0 �o X a 0 0 l0 l0 0 0 W 0 I M M W N I O 1 0 CV � 1 1 1 O ----}---- ----+----}---- CV) 1 1 1 a) (p I 0)N 00 :0 1 M N (n (0 1 w(O > 00 10 1 00 0 0 Md 00 O 0)2 N O O M 0 W 1 O IL[L O 10 10 0 1 1 1 N ----}---- ----+----+---- ' I I I I N (p _ 1— 1 0 1(D co W 0 (4 OCl) 10 M M 0 001 10 1 cM0 1- 9 1 00 0 I- O N o O [L 0 I M o [L N 1 0 10 Cl) y+ I I I 1 1 1 L (0 0 1 0) 0) N 0) 10 10 0) y.+ 0 0 1 0 M 0 M 0 0 1 0 1 0 0,* N L E O I V 0 0 L E 0 0 1 0 1 0 00 O x 1 V x a rn 1 1 O o >. 0 �M Cl) W >. N I0 10 N }---- C ----}----}---- 0 1 0 1 0 1 0)0 1 0)0 V 1 1(0 > 0 1 O > 0 10 1(M 0 0 O N O 0 LLL[L O 1 o IL[L N 1 0 1 0 Cl) U 1 1 1 ----+---- ----+----+---- - I I I 1 0) N N 10 10 N N 1 0 O N O o 0 100 00 0 0O 10 10 00 N CB U) i 0 0 0 O (n 0 0 i O i O O J 1(0 w - 1 1 M L ----+---- ----+----+---- CB 1 1 1 �[ I N N �_ 1 0 1 0 N +�+ 0 Cl) Cl) O O 0 �00 O 10 O N O 1 0 I N O O 1 1 1 1 1 0 � 04 O IN N 0)O 10 1 w W 0 U I(O w1 1 U (0 0 0 04 0 w W N O z 10 o O z 0 1 0 100 0 1(B 1 0 0 0 1 0 1 0 (� V I V I I N C O L I N N L N 10 1 N N O }' +' U IOM OM (� 0M l0 IO V 0M � 1 00 00 � 00 1 0 1 00 00 L L c 1Nr 0 O ,�♦ �O 1 0 1 0 0 N O Cl) N O L y w y ° . O R ° S .-00 W ��' = a °' cB F U M E ci :00 E M > LO 0 00 r- 00 N O N N C N O '00 0 0 It000 N 'O 'M G O .LO LO .O .I- G U O O 0 N Q U p .ui Iii U n .6 o 14 N LP ----+---- -------------- O 1 1 1 0 10 0 0 10 10 0 0 0 10 0 0 0 10 10 0 � z o �o o z o o o 0 0 10 0 0 10 10 0 O I I I N ----+---- ----+----+---- CF) O Ia w a Io Ia w V O I O M O M O V I O I O N 0.* CO U O I In 0 LO o 0 O 1 0 i 0 0 0 o (0 0 Ip 0 M O O O O O O i T V O N In y--� H ----}---- H -------------- CB N 1 N :5 1 1 0 S- 0 0 1 0 O 0 Cl) 1 0 1(O S= U o 1 r` U 1 0 I N j0 j N o O O 1 N 1n O N 16 1 0 (O yT+ H 1 H 1 1 S= ----+---- ----+----+---- N I N I I 0 O O I O O 0 0 l 0 I N 0 U O 1� _ r 10 I� O L m O I LO LO m I O 16 y+ 7 z ....L.... z L____L--- _ O (n 0 0 0 0 0 0 '0 '0 0 O U 0 .0 0 U 0 .0 .0 0 m o .0 0 m o .o .0 0 — m m O 0) 0) (p O (O N O N 00 � O M O M O LO Cl) F- 0) 10 . It Cl)N� N 0 'O 0 o :0 O 1- �� O 0 0 0 0 O a a c ----}---- ----+----}---- 1 1 1 U N N p I N N N In N 10 10 N -� (4 N 0 1 100 O O m N O O 10 1 0 O O M S= xa Q 1�0 �o Xa 00 I0 10 00 W 0 I M M W N 1 0 1 0 CV � 1 1 1 O ----}---- ----+----}---- 1 1 1 0)N 0) 1 () 0)N V 1 0 I N In (n > OM 1 OM > 0) 10 1 V Cl) LO0 1 LO0 �O �O 0) 0 a V 1 a O 10 10 0 CB •� LLI- 1 r W I I d (� ----+---- ----+----+---- wCC O (MOp I1I1 o 0 O II O II 0 O 1`0 MO 0) Cl)�p 0 n1 I O d O I M O d 10 10 I I I 1 1 1 L (0 p 1 0) 0) N 0) I p I p 0) y..i 0 I O M O M O V 10 1 0 0.* N L O I V 0 V p L 0 0 1 00 1 00 o O O x I V x a :0 1 �o >. 0 (M M W >. 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O R ° U M U :0 ~ U = .> .� ~ IL M �g LO 0 rn r- 00 N O c _ N N G O 0 O N .o .0 00 N 0 In In N V •o O O .M Cl) In •0 .(0 � Q 0 O .6 6 0 (h .O ,� Cl) N LP ----+---- ----+----+---- 1 1 O 1 0 10 O 0 10 10 O U 0 10 0 U 0 10 10 0 � z o �o O z o o o O 0 Io 0 0 10 10 0 0 1 1 1 N ----}---- ----+----}---- V 0 I(NO Fc. V O 1 0 1 0 O LO 0 00 00O 10 Ipcu N 1 N 10C U 0 1 r U I o 1 o S= U o 1 t U Io IN � Q m 0 i0 �0 a O o I t O M Io 1 Cl) yT+ F 1 F 1 1 O I N I I 0 U O I� 0 00 l0 IN 00 (.� 0 101 N Io 1( a L m O I m M t o I M y+ z ....L.... z L----L____ O (n 0 0 0 o 0 0 :0 :0 O O U 0 :0 0 U 0 :0 :0 0 d m o .0 0 m o .o .0 0 C ......... .. .. .. — m m O 0 .0) In O N No :0 N F (0 .00 't F 00 :0 .V N In Cl) In LQ N O 0 w C\lN O O O In O N I- 2 0 10 O 2 0 �0 �0 O O a a c ----+---- ----+----+---- 1 1 1 U N N p 1 01 In N In N I p I N N O 0 1 0o ao o ll 1 0 1 0 In o v (4 N 0 1 (4 N 00 l0 l 0 0 00 M Xa o Io o Xa 0p Io lop 00 W o I o o W In Io I N In � � 1 1 1 O ----+---- ----+----+---- LO 1 a)N O I O 0)In 1- : 1 O 1 1 O f` (0 1 wI- 10 I V 0 0)a 00 O 0)2 In j O j 0 r 0 W 1 O W d O 10 10 O 1 1 1 N ----}---- ----+----}---- C I I I C (D 1 0 Cl) _ — 1 O 1� (p W o (4 0 I OC\l O 0 00 10 I V Cl) In 1O 1O (O O d 0 1 0 O d N 10 1 N I- y+ I I I 1 1 1 L V)p O 1(O (p N 0 0) I p l 0) O) 0 10 O 0 0 V 100 10N �� N L 0 1 0 O L 0 op 1 0 .D op 0 x a p 1 p 0 x a I p 1 O W j, 1 W >. l0 1 I N (O U ____+____ ----+----+---- O 1 O 1 1 0)0 I� 1 r 0)0 d) 10 1 CO) > (0 1 w > 0 10 I N 00 O 00 00 N O 'It (NO 0 lLa O 1 O lL a N 10 IN I- U 1 1 1 F a) 10 I N NN 1 0 N O O O0 I DO 0 DO t o Io0 OOCB (n 10 (n MO 0 0 0 0O N Cl) io IN Cl) M L ----+---- ----+----+---- CB 1 1 1 �[ U 1(O (O N 10 1(O 0000 N +�+ U N N +�+ O O O O CO 10 O 0 :0 :0 O O ----}---- w ----+----+---- I O 1 1 W 0 0 I� t- x It S= 0 N 10 IOM N W I p 1 LO 0 CO O z 10 O z O j0 jO O U V I V -------------- :0I I� � 1 � 1 1 N N O 04 N C7 1 V 04 04 0M l0 IDM 0M L O m t o O r_ W' 0M0 O 1� 1�0 w O N p l 0 0 p I p 1 Cl) N In ....L.... ....L....L.... W 0 : o o = o 0 CB V F (4 0) F M > LO 0 0 00 00 N O c _ N N G O 0 O N .o .0 00 N 0 In In N V •o �° O O .M Cl) In •0 .[fl � Q 0 O .6 6 0 (h .O ,� Cl) N LP ----+---- ----+----+---- 1 1 O 1 0 10 O 0 10 10 O U 0 10 0 U 0 10 10 0 � z o �o O z o o o O 0 Io 0 0 10 10 0 0 1 1 1 N ----}---- ----+----}---- V 0 I(NO FCN'4 V O 1 0 1 0 O LO 0 00 00O 10 Ip 61-------------- cu N 1 N 10C U 0 1 r U I o 1 o S= U o 1 10 I N � Q m 0 t U r� i0 �0 a O o I V ° M 16 1 Cl) yT+ H 1 H 1 1 O I N I I 0 U O I� 0 00 10 IN 00 (.� 0 101 N Io 1( a L m O I m M t o I M y+ z ....L.... z L----L____ O (n 0 0 0 o 0 0 :0 :0 O O U 0 .0 0 U 0 .0 .0 0 d m o .0 0 m o .o .0 0 C ......... .. .. .. — m m ° N d) ° Cl) N O d) N F- (O .00 In H 0) 10 In Cl) In 1- 0 O 00 N O O O N O M CO �0 O 0 10 10 O O a a 1 1 1 U N N p 1 0) a N In N I p 1 N N O 0 Ioo ao 0"r 10 Io1n O� (4 N 0 1 (4 N 00 l0 l 0 0 00 CM xa 0 10 o xa 00 Io IDp 00 W 0 I D O W In I o I N LO � � 1 1 1 O ----+---- ----+----+---- 1 1 1 (° I w .�-.N Oo 1 0 1 0 00 0 M2 0 1 O 0)2 N 10 1 M 0 � 0 1 O lL IL O 10 10 O 1 1 1 C — I I C O I(p lw 10 1— cow o (4 I 0) 1 0 a) o (p N 10 I Cl) Cl) C\l O [L 0 1 0 O [L N 10 1— Cl)y+ I I I 1 1 1 L V)p 0 1(0 w N 0 0) I p 1 0) 0) 0 10 O 0 0 V 100 10N 0.* N L O 1 0 O Z 0 op j 0 :0 p 0 0 x[L p 1 p 0 x[L j 0 1 O W j 1 W > N I I N w ----+----+---- O 1 O 1 1 L' 0)0 0 1 O 0)0 In 10 > 0) 1 a) > 10 1 N 00)� Cl) O0)� 0 O 00 _ lLa O 1 O lL a N 10 1� M U 1 1 1 F 10 10) NN 1 0 N O O O0 100 0 0O I o Io0 OOcu U) 10 0 rl� (n M O 10 10 0 0O ui Cl) i 0 I N Cl) CM L ----+---- -------------- (D cu 1 1 1 0 �[ U 1(0 wN 10 1(0 0000 �N N 0 O :0 �O Cl) 10 O O 16 10 O y I y I I 1 1 d) t- 1 (p l 0 I 0) Lo w w x I r 1` w x V 1 0 1 0 0 (O w o 0 V 0 0 � O LO op 17 (u i 0 O 0 i 0 i O U O ----+---- O ----+----+---- 1 1 1 0 1 N N M :0 I O M O M � 1� N 1 L O L O O L m O 1 C I O O 100 cV 'o o N ro I0 IN LO CD O ..: ..:�::::�:::: 0 U N U w C) 0 ° . O R U <i cli 2 LO 0 00 00 N O 0 0 0 0 N O O N Q O N N 0 0 .0 .0 0 O O O O N 1 1 O O O 0 10 10 O O 0 0 0 0 1 0 1 0 0 � z O O z o o o O 0 0 0 Io Io 0 0 1 1 N ---- ----CF) +----+---- � I I V U O O000 M M O 0000MM0MO N • O 10 10 O CB N N 1 1 Q S- 0 00 00 O 0 10 10 O C U N N U 0 1 0 1 0 0 Q (4 cq Ib (4 O O O O O N N O 0 10 10 O yT+ H H 1 1 S= ---- ----}----}---- N N I I 0 O 00 00 N N O 0 10 10 O U p o0 Ib '0 0 1 0 1 0 0 m N N m y+ z .... z ....L....L.... O (n 0 O O 0 0 '0 '0 O O U 0 0 U 0 :0 :0 0 d m o 0 m o .o .0 0 — m m o a w o 0 :o :o O ~ 0 M O M ~ 0 0 0 0 n O 0 O O n N O N O O O O O N V � N c� c� 0 .0 .O O O a ---- a c ----+----}---- 1 1 U w Lo d w w Lo 0 1 0 1 0 O O �C j O M 0 Cl) �N 0 l 0 l 0 O CO r N 0 N 0 L 2 O �O O O M C xa c v xa 0 10 10 0 4 W V lL 1 1 O ---- ----+----}---- Cn n o 1 10 1 10 O :..N 0 O O O � N La L o 'o 10 0 C 1 1 W O N 0(M 0 M O N 0 10 10 0 00 0 00 0 O O O O O a c v a O Io Io 0 -------------- I I 1 1 yL.i O 0(,) O M j O O 10 1 0 O (n (4 O O O O (4 O 1 0 1 0 O Xa 000 000.0 Xa 0 10 10 O U w w o Io Io 0 -------------- 1 1 0 0 1 1 0 10 10 0 0 �0 �0 0 O �a �a o Io Io 0 U IL IL 1 1 — I I N 011 O1 N 0 10 10 O 0 0 0 0 0 O 0 1 0 1 0 O CB (n 0 0 0 O In O 1 0 1 0 O N J 0 10 10 0 CM I I CB 1 1 C Y 1- N O o i0 i0 0 N 0 �0 �0 0 y O 0 y O l 0 l 0 0 1 1 O Cl) Cl) I I O 0 10 10 O W 0 O O 0 0 1 0 1 0 0 co 04 z o o z o jo jo 0 U N ---- -------------- O ' (� 0(,) O M (� 0 10 10 0 L 0 1-00 1-0 0 O O O O � 0) �0♦ O :0 :0 O LL....L....L.... O 0 N N w 0 0N a� o Wcu = 0 O = 0 0 0 O U E U O E U 2 > M > LO 0 N 00 00 N 0 0 0 0 N O O N Q O N N 0 0 .0 .0 0 O O O O N 1 1 p O O 0 10 10 O O 0 0 O 0 1 0 1 0 0 p z O O z o o o O 0 0 0 10 10 0 p 1 1 N ---- ----CF) +----+---- � I I V U O O000 M M O 0000MM0MO N • O 10 10 O CB N N 1 1 Q S- O 00 00 O 0 10 10 O C U N N U 0 1 0 1 0 0 Q (4 cq Ib (4 O O O O O N N O 0 10 10 O yT+ H H 1 1 S= ---- ----}----}---- N N I I 0 O 00 00 N N O 0 10 10 O U p o0 Ib '0 0 1 0 1 0 0 m N N m y+ z .... z ....L....L.... 0 (n 0 O O 0 0 '0 '0 O O U 0 0 U 0 ;0 ;0 0 d m o 0 m o .o .0 0 — m m o a w o 0 ;o ;o O ~ 0 M O M ~ 0 0 0 0 n O 0 O O n N O N O O O O O N V � N c� c� 0 .0 .O O 0 a a c ----+----} ---- CO U r In d In 0 0 0 O 0 C OM DM 0000 o 0 O �OOON N 2 M xa c v xa 0 10 10 0 4 0 W V lL I I 0 ---- ----+----}---- co In n o 1 1 0 1 1 0 O N � N La LL o 'o 'o 0 C 1 1 w O N 0(M 0 M O N 0 10 10 0 00 0 00 0 O O O O O a c v a O Io Io 0 -------------- I I 1 1 yL.i O 0(,) O M j O O 10 1 0 O (n (4 O O O O (4 O 1 0 1 0 O Xa 000 000.0 Xa 0 10 10 O U w w o Io Io 0 -------------- 1 1 0 0 1 1 0 10 10 0 0 �0 �0 0 0 �a �a 0 10 10 0 U IL IL 1 1 — I I "0 N 011 O1 N 0 10 10 O 0 0 O 0 0 O 0 1 0 1 0 O CB (n 0 0 0 O In O 1 0 1 0 O N J 0 10 10 0 CM I I CB 1 1 1 1 p Y O 1- 1- O o 10 10 0 N U o o U 0 �0 �0 0 N o 0 N 0 'o 'o 0 I I w y X M M X 0 10 10 0 w O 0 O O O 0 O O O O CO N 0 0 0 10 10 0 U 0 O ---- O ----+----}---- N 1 1 0 ' V (� 0(,) O M V (� 0 1 0 1 0 0 0 1-00 1-0 L 0 O 1 0 10 0 0 O 0 10 10 O O •• O 0 p U U N ++ a 0 W � 0 U U 0 ~ U = '> '� ~ L M �9 LO 0 M 00 00 N O o Cl) Cl) o 0 0 0 O N N 0 •0 0 O O 0 O O Q 0 N Ci 0 0 .0 .0 O LO O .6 .6 O N LP 1 1 O O O 0 10 10 O O 0 0 O 0 10 10 0 � z O O z o o o O 0 0 0 10 10 0 0 1 1 N ---- ----CF) +----+---- � I I U O O000 M M 00 00 00000o 0 O o Io Io 0 Cl) I I CB N N 1 1 Q S- O W O O 10 10 O U 00 00 U 0 10 1 0 0 Q m O? O� m o �o o O o It o o Io l0 0 yT+ F F 1 1 S= ---- ----+----+---- N N I I 0 0 00 0 0 00 0 10 10 O U p O) O 0 0 10 10 0 L m It m O 16 16 O y O (n 0 O O 0 0 :0 :0 O O U 0 0 U 0 .0 .0 0 d m o 0 m o .o .0 0 — m m 0 0) m o 0 No No O F 0) m F 0 10 10 O `n o o `n 0 0 0 0 2 o o 2 0 10 10 0 O a ---- a c ----+----+---- U w In 0) a) w In 0 :0 0 :0 0 O O N d) N 0 10 10 O r O O r 2 O O O O Wa o o xa 0 10 10 0 4- LU I I O ---- ----+----+---- CF) a)LO a)N 1 1 0 10 10 O N 0 10 10 0 0 0 0 O � N La LL o 'o 'o 0 d N ---- ----+----+-- C -- C 01 0 O 1 0 1 O O W 0 r6 O O 0.�. 1 1 0 10 10 O 0 O 0 1 0 1 0 0 O d O G d O 10 10 O I I 1 1 1 1 y-+ O N N N O 0 0 0 10 1 0 0 r O O r O O O O O W a O 0 lLa O 1 0 1 0 G T T 1 1 O 0 1 1 0 10 10 0 0 �0 �0 0 0 [L [L 6 ICJ ICJ G U IL IL 1 1 — I N 0 10 I 10 O 0 00 00 0 0 10 10 0 C B U) M O M O U) O 1 0 1 0 O N J In LO O 10 10 G M I I CB I I Y O (D lw O o i0 i0 0 N +�+ U CM M U o �o �o 0 y O 0 y O l 0 l 0 0 1 1 U 00 00 0 O I !0 0 W x `O 010 1 0 0W 0 (O m p iz (M M 0 z OO O O (u pO OO O IO IOO 04 p ----+----+---- � N N C� Cl) Cl) N C9 o i 0 i 0 0 0 L ch 0 O O ch 0 0 :0 :0 0 a) 0 O O 0 O l 0 l 0 O 1 1 /� 0 O V y y W 0 _ _ a� o R 0 W = o o = o o 0 F- CU m o F U CO E U 0 E U x > .� M > LO 0 00 00 N o Cl) Cl) o 0 0 0 O N N 0 '0 0 O O 0 O O Q 0 N Ci 0 0 .0 .0 O LO O .6 .6 O N LP 1 1 O O O 0 10 10 O O 0 0 0 0 1 0 1 0 0 O z O O z o o o O 0 0 0 10 10 0 O ' ' N ---- ----CF) +----+---- � I I U OM0 0 O000 M M O0 O 00000M0 o Io Io 0 Cl) I I cu N N 1 1 Q S- 0 00 00 O 0 10 10 O U 00 00 U 0 1 0 1 0 0 Q m O? O� m o o o O o It o o Io l0 0 yT+ H H 1 1 S= ---- ----+----+---- N NLO LO I I 0 0 00 0 0 00 0 10 10 O U p O) O7 0 0 '0 '0 0 L m It m O 16 16 O y O (n 0 O O 0 0 :0 :0 O O U 0 0 U 0 .0 .0 0 d m o 0 m o .o .0 0 — m m 0 0) m o 0 No No O F- 0) m F- 0 10 10 O 'n o o 'n 0 0 0 0 2 o o 2 0 10 10 0 0 a ---- a c ----+----+---- U w In 0) a) w In 0 :0 0 :0 0 O 0 N d) N 0 10 1 0 O r O O r 2 O O O O Wa o o xa 0 10 10 0 4- 0 I I 0 ---- ----+----+---- O i ' ' 0 0 N N >N >N 0 10 10 O cu N La L o 'o 'o 0 d N ---- ----+----+-- C -- C 01 0 O 1 0 1 O O W 0 r6 O O 0.�. 1 1 0 10 10 O 0 O 0 1 0 1 0 0 0 d O G d O 10 10 O I I 1 1 1 1 y-+ O N N N O 0 10 1 0 0 r O O O O O O 0 x a O 0 lLa O 1 0 1 0 G T T 1 1 0 0 ' ' 0 10 10 0 0 �0 �0 0 0 [L [L O 16 16 G U IL IL 1 1 — I N 0 10 I 10 O 0 00 00 0 0 10 10 0 cu U) M 0 M O In O 1 0 1 0 O N J In LO O 10 10 G M I I cu I I (D lw 1 1 O Y O O o 10 10 0 N U Cl) Cl) U o �o �o 0 N 0 o N o '0 '0 0 0 = ---- = ----+----+---- I I W x LO 1L0 w x 0 10 10 0 W O 0 M M O 0 O O O O cu C O O 0 10 10 O U N ----+----+---- O ---- O N 1 1 0 0 0 ' 7 U c v 7 U 0 :0 :0 0 L L O O L O O O O N O O N 0 10 10 O 1 1 p O :::: O :::.�....�.... 0 (.) tU tU 7v -0 'a o W �_ +O+ 0 o is +�+ 0 5 O Y is cu U O ~ �j 2 .> U cp cli 2 LO O LO 10 10 N O 'O 'NC\l N C N d) a) N O .O .0) a) O In 10 O O O O 0 Q U 00 06 U O .6 N LP O 1 O 0 O Ip Ip 0 O 0 0 O 0 '0 '0 0 O z O o z O �O O o 0 0 0 10 10 0 O I I N -- ----+----+---- � O a w p I Io I 1 a w 2 0 00 0 0 2 0p 1 0 l O l 0 0 Lc) Cfl U 0I0 0 It O U O 1� 100 00 O 1 O 1 N T T I I M 00 CB N N :5 1 1 0 C O (O w O O I p I N N U c v U 0 10 'm 0 Q m In Un m O O O 0 p 00 00 O 0 16 1 H H I I N N I I O O In In O O I O I O 0 U 0 N U 0 O O O O m 00 00 m O 10 1 y+ z .... z ----L----L--- 0 -O O O O O O .O .O 0 0 O 0 0 O O O 0 m O 0 m O :0 :0 0 H 0(,) O M H O 10 LQ �0 a0 0 ,0 N N O ' O O O a a ' �_ ---- ----+----+---- I 1 U w In d) w w In O I p I d) w O O M O Cl) O 1 0 1 0 In 0 1n (O r� r0 a0 r� 0 '0 ' 0 00 M C Ix a N N lx a 1 :0 p 0 00 o Io � N 1 1� O ---- ----+----+---- 1 1 i N > >IN O 10 1 M co Ili N N 0) O �a t o o 10 10 CB (n o 'o 'o 0 C 1 1 LO Lo C 0 (4 0 M 0 M 0 05 0 10 I'll W 0 0 p 0 0 0 O 1 0 I M M O [L~ OV 0 N 0 [L~ 0 1 0 1 10 1— I I N 1 N N N O I p I N L O_ p 0 O 1 N O 1 0 1 0 O N L (0 0 W 0 (4 E 0p 'p 100 00 xa �o ao x O �0 'oo 00 O W j N N W j ----+----+---- O 1 1 O O L >0 >0 O 10 LO 0 I V p La La o tL tL 10 1— U ' ' — I I w O 1 0 1 d) w 'O N O ll 0 1 N O 10 10 N 0 L, O 00 00 O g 10 100 00 N U) 0 0 0 0 � I 1 0 0 0 0 J O O Cl? 1 I ---- ----+----+---- CB 1 1 O Y y O cMo Cl) N O o �0 �00 00 N = U o o = U o Io 100 00 fA 0 0 fA 0 '0 '00 00 1 1 5 I I W 0 x M M 0 x 0 10 10(M 0M W O N 1n O 0 1 0 1 00 00 _ O z O O O z O 1 0 1 0 0 0 O (u i0 O 0i0 O 0(,) 0M 1 O 0M 0 00 0 O00O O 00 O q 14 � N 0 O O 0 1 O d d w += 0 a� O W ? = o = o 0 F U E U 0 E U 2 M > > .� O O LO 0 co 10 10 N O 0 '0 'NC\l N C N d) a) N 0 . .d) 0 l0 In U O .O 0 O Q U 06 06 U o 0 O N 1 1 O 0 0 0 10 10 0 0 0 0 0 o Io Io 0 � z o o z o o o 0 0 0 0 10 10 0 0 1 1 N ---- ----+----+---- � CF) a w 0 I Io I 1 a w 2 0 O 0 0 2 00 1 0 1 0 Lr)0 0 0 Cfl U 0I0 0 It O U O 1� 1000 00 0 10 1 N cu N N 1 1 Q S- 0 (O (0 U 0 1 0 I N N U c v U o Io Irn m Q m In Un o o o 0 0 00 00 0 0 10 1 yT+ H H 1 1 ---- ----+----+---- N N I I O O L U 0 10 101 U p V 0l0 Un p O O O O L m 00 00 m 0 10 1- y+ z .... z ....L....L.... O (n 0 O 0 0 0 :0 :0 0 O U o 0 U o o 0 0 o . . 0 o 0 o 0 0 0 m o 0 m o .o .0 0 — m m o a w o 0 .o .(o m ~ 0(,) 0 M ~ o :o N 0 l0 O 0 O 0 l0 �0 It 0 O 1 O O O N 00 00 N N N 0 0 0 0 0 a ---- a c ----+----+---- 1 1 U w In d) w w In 0 1 0 I d) w 0 O M O Cl) 0 l0 10N 0L, (O r� Nro a0 r� o Io 100 00 M xa 00 Oo xa 0 j0 '00 00 4 W N N lL 1 1 0 ---- ----+----+---- N 1 1 N >� > o 10 1((O w _ Lo _ �� �� o o O O 0 N �a �a o '0 '0 0 d (� ---- ----+----+---- C 1 1 C O (4 O M O M O (4 0 10 1[- 1- C H o 0 0 0 o o N 0 0 d N N d 0 10 10 0 y+ I I 1 1 L (0 0) O) N O 1 0 1 0) O) +-+ 0(,) O M 0 l 0 I O l0 0 1n N L� (00 (00 N 00 10 100 00 O x 0)0 m� xa 1 100 00 j, N N W j, 0 1 0 1 1 1 -------------- 0 1 1 O >O o 1 0 1 r 1- o o N 0 0 Io 10 0 U IL IL 1 1 N J 0 lN O O0 N O I 0 0 O 0 0O 0 U O O 1Oo O O cu U) 00 U) OO1000 0 0 I0 Ch cu I 1 0 Y U (MO w 0 0 l0 10(M 0M N U o o U o �o �o0 00 N 0 o N 0 'o i0 0 0 ----+----+---- I I W O 0 Cl) Cl) (~ 0 00 '00 i00 00 w Q z q c Q z q Io Io0 00 c0 0 0 0 i0 U O ---- O ----+----+---- O *a I 1 1 0 04 (� 00M oM 0 o IO IDM oM N N 00 00 q �C ��0 ao0 0 10 1 1 ch ch 1 1 O .. O 0 U U 0 : o w 0+�+ R +�+ U ti cu i+ U 0 ~ �j 2 .> .� ~ cli 2 LO 0 r- 00 00 N a) � m a) 0 0 0 O N N O 'O 'O O Q 0 0 0 .0 .0 0 O O O O N 1 1 O O O 0 10 10 O 0 0 0 0 0 1 0 1 0 0 � z O O z o o o O 0 0 0 Io Io 0 0 1 1 N ---- ----CF) +----+---- � I I V O M O M V 0 l 0 l 0 0 U 00 0o U o jo jo 0 c o cq • o Io Io 0 co N N 1 1 Q S- 0 _ 0 0 10 10 O C U M Cl) U 0 10 1 0 0 : O O 0 10 10 O yT+ H H 1 1 S= ---- ----}----}---- N N I I U U 0 1 0 1 0 O 0 U M M U O 10 10 O O O O O O O O L m m 0 1 0 1 0 O z .... z ----L----L____ 0 (n 0 O O 0 0 :0 :0 O U 0 0 U 0 .0 .0 0 d m o 0 m o .o .0 0 — m m o a w o 0 No No O ~ 0 M O M ~ 0 :0 :0 0 n O 0 O O n N O N O O O O O N (O (O N � c� � � c� O .O .O O 0 a ---- a c ----+----}---- 1 1 U w In d) w w In 0 1 0 1 0 O 0 n j O(M 0 Cl) N 0 :0 :0 O r N 0 N 0 r 2 O O O O M C x a (o (o x a 0 10 10 0 4 0 W (O w lL I I 0 ---- ----+----}---- M 1 1 0 0 N N >N >N O 10 10 O 0 N o 10 10 0 C 1 1 w O R 0(M 0 M O R 0 10 10 0 0 0 0 O O O O O a r` a O Io Io 0 I I � 1 1 yL+ O O M O M go 0 10 10 0 N O O L O 0 L 0 0 0 O O O O 1 0 1 0 O o LU r� LU 1 1 -------------- o O 1 1 0 10 10 0 0 �0 �0 0 0 �a �a o Io Io 0 U IL IL 1 1 — I N J w 0 Io I o O 0 0101000 00 0 0 CB U) 0O 000O 01 0 o Io Io 0 CM I I CB 1 1 Y 0 0 o i0 i0 0 N U � 0+�_+ U o �o �o y o 0 y o l 0 l 0 0 1 1 0 O N N O 0 !0 !0 O w N r_ 0x 0x 0 j o j o 0 1 0 z O z o Io Io O CO i+ 0 0 i+ 0 I o I o 0 UO ---- -------------- 0 N (� M_ M N (� 0 10 1 0 0 L � c O O c m O O O O 0 �0♦ O O �0♦ O :0 :0 O L U U ....�....�.... w V J a) R N U 00 LL ISU 0 ~ E 0 x >M LO 0 00 00 00 N 0 � m 0 0 0 0 O N N O 'O 'O O Q 0 0 0 .0 .0 0 O O O O N 1 1 O O O 0 10 10 O O 0 0 O 0 1 0 1 0 0 � z O O z o o o O 0 0 0 10 10 0 0 1 1 N ---- ----CF) +----+---- � I I V U O O000 M M 00 -00 0000o o cIcq o Io Io 0 co N N 1 1 Q S- 0 _ O 0 10 10 O C U M Cl) U 0 10 1 0 0 : O O 0 10 10 O yT+ H H 1 1 C\l0 0 S= ---- ----}----}---- I I 0 1 0 1 0 O 0 U M Cl) O 10 10 O O O O O O O O L m m 0 1 0 1 0 O z .... z ----L----L---- 0 (n 0 O O 0 0 :0 :0 O O U 0 0 U 0 .0 .0 0 d m o 0 m o .o .0 0 — m o w 0 � �:0 :0 O 00 00 C +2 0 0 0 O N C\l (O w O a~ O 10 10 O 0 a c ---- ----+----+---- CMO U rn In d In 0 1 0 1 0 O 0 N O(M0Cl) 0l0l0O o 0 O �OOON N 2 x a co co x a 0 10 10 0 4 0 W (O w lL I I 0 ---- ----+----}---- 1 1 N N >N >N O 10 10 O 0 N o 10 10 0 C 1 1 w O R O(M 0 M O R 0 10 10 0 D OO 0 O O O O O a r` a O Io Io 0 I I � 1 1 yL+ O O M O M go 0 10 10 0 N O O L O 0 L 0 0 0 O O O O 1 0 1 0 O O LU r� LU 1 1 -------------- 0 0 1 1 0 10 10 0 0 �0 �0 0 0 �a �a 0 10 10 0 U IL IL 1 1 — I I w 0 Io Io O 0 00 00 0 0 10 10 0 cu U) 00 0O U) o Io Io O N J o Io Io 0 M I I cu 1 1 o Y O r` O i0 i0 0 p N U U o �o �o 0 N 0 o N o 'o '0 0 0 N = ---- = ----+----+---- w 0 Cl? x N N x 0 1 0 1 0 0 w N 0 0 0 0 o io io 0 CO 0 0 0 10 10 0 U I I 1 1 0 (� M_ M (� 0 10 1 0 0 L L U O O L U O 1 0 1 0 O 0 ^ N O O N 0 l 0 l 0 O O .... O ....�....�.... 0 /L� tU tU W V d 0 0 R .y R cu J U O ~ � �j 2 .> ~ U Co cli LO 0 rn 00 00 N O C N 0 'O 0 N O 'O 'In 1n G LO 0 U ,O '� 0 O ,O ,((D w N LP ----+---- ----+----+---- 1 1 O 1 0 :0 0 0 0 0 0 0 0 '0 0 0 0 '0 '0 0 � z o �o p z o o o p o Io 0 0 Io Io 0 0 ' ' ' N ----}---- ----+----}---- CF) w I O w 0 Io I w w 2 00 I0 00 2 0 '0 IOIn 01n (O U �o I� 040 U q iC i00 00 I O O I O 1 In I '� I I '� ----+---- H cu N 1 N 1 1 0 0 0 l 0 0 0 1 O 1 N N S= () ( l 0 00 w0 0 10 1 It � O M (4 0 '0 '(O w 1 r 1 1 O 10 O 16 16 O yT+ H -1 H 1 1 N I N I I O 0 00( jCl) 0 00 r O O j 0 j N U p I O p O I O 1(O w L m I O m O 16 16 p y+ 0 (n 0 0 'O O 0 0 '0 '0 0 U 0 .0 0 U 0 .0 .0 0 d m o .o o m o .o .0 0 — m m o w �o w o 0 No �o 0 DM :0 0M F- 0 :0 .00 00 In O O 0 1 0 In O 0 (O w N '7 0 O p O O O O (00 0 .0 .O 0 0 c ----+---- ----+----+---- 1 1 1 U �Lo w 10 w �In 0 Iw w 0 N O D p p N 0 0 :00 0 0 0 W a (O 'O (C W a 0 'O ' � 1 1 I— 0 ----+---- ----+----+---- LO 1 1 1 N >`n i > n o 1 0 1 000 0000 N a� a� 0 �o �o 0 0) O �a 1 �a o 10 10 0 CB 1 I I d (� ----+---- ----+----}---- C I I I C _ w 10 Fjw, _ O 1 O 1 0 0 W 0 O M 10 O M 0 0 'O '000 w C �H 'It 0 10 IIt 0 O �O �(O (O 0 a ro 10 (o a 0 10 10 0 -------------- 1 1 1 L V) 0) I p 0) N 0 l 0 1 0) 0) y-+ O M 1 O 0 M 1 0 O 1 O 1 O I n 0 1 n (n (4 O O 10 0 0 1 0 10 100 00 L p 1 0 p L 0 1 O 1 00 p pp p O w a co '0 (c w a 0 I o 1 1 1 1 C o ' o ' ' 0 10 10 0 0 �0 �(o0q m 0 Ii a 1 Ii a o 16 16 0 U ' — I I I , w I FC'4 0 10 10) w '0 N 0 1 N O I O 10 N 0 L, 0 0 O I 0 0 1 0 1 0 0 0 0 Ncu (n O O i (n 00 i O ip0 DO N I I M L ----+---- ----+----+---- CB 1 I 1 00 00 0 C) Y d 0 N N 0 0 10 10(M OM N 0 1 0 O 0 Cl)OO Cl)0 y O 1 O y 0 ID 'N 1n 0 1 1 1 1 1 O Cl) I Cl) O 0 10 10) 0) W r_ 0 I 0 O I O I O O 0 0 CO O z O 17 1 0 17 O z O I O 1 U 0 U p I(D w C1 ----+---- V ----+----+---- 1 1 1 0 O �". 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(� 0 10 1 00 V 0 L N N 0 0 io o ch 0 o i0 i�0 �0 N O C 0 j0 0 C 0 10 N ♦1 1 U 1 1 W 0 o R W c3 = o m .'m cu U ti `o M > LO 0 0 rn 00 N O 'O 0 '0 'co co N 0 '0 0 N 0 '0 'In w LO 0 N .0 'n 0 0 .0 .((0 w N LP ----+---- ----+----+---- 1 1 O 1 0 :0 0 0 0 0 0 U 0 '0 0 U 0 '0 '0 0 � z o �o p z o o o p 0 Io 0 0 10 10 0 0 ' ' ' N ----}---- ----+----}---- CF) w I O w 0 Io I w w 2 00 I0 00 2 0 '0 IOIn 01n (O U �o I� 040 U q iC i00 00 I O O I O 1 In I '� > I I '� ----+---- H cu N 1 N 1 1 0 S- O 0 1 0 0 0 1 O 1 N N S= () ( l 0 00 w0 0 10 1 It � Q (4 M 'O M N 0 '0 '(0 w 1 r 1 1 O 10 O 16 16 O yT+ H -1 H 1 1 N I N I I O 0 00( jCl) 0 00 r O O j 0 j N U p I O 0 O I O 1(0 w L m I O m O 16 16 p y+ O (n 0 0 'O O 0 0 '0 '0 0 O U 0 :0 0 U 0 :0 :0 0 d m o .0 0 m o .o .0 0 — m m o w :o w o 0 :o :o 0 D M 0 0 Cl)lF- 0 :0 t O O 0 p p O O M co N '7 0 O p O O O p (0 0 0 .0 .O 0 O a a c ----+---- ----+----+---- 1 1 1 U �Lo w 10 w �In 0 Iw w 0 N O D p p N 0 0 :00 0 0 0 W a (O 'O (C W a 0 'O ' � 1 1 I— O ----+---- ----+----+---- (D 1 1 1 N >`n i > n o 10 iI v N N a� a� 0 �o �o 0 0) O �a 1 �a o 10 10 0 cu 1 I I d (� ----+---- ----+----}---- C I I I C _ w 10 Fjw, _ O 1 O 1 0 0 W 0 0 M '0 O M 0 0 'O 1 0 C �0 10 II0 0 O O cM M O a ro 10 (o a 0 10 10 0 -------------- 1 1 1 L V1 I p N N 0 l 0 1 N N y-+ 01)(,) 1 O 0 M 1 0 O 1 O 1 O I n 0 1 n (n (4 O O 10 0 0 1 0 10 100 00 L p 1 0 p L 0 1 O 1 00 p pp p O w a (o '0 (c w a 0 I o 1 1 1 1 C o ' o ' ' 0 10 10 0 O Ii a 1 Ii a 0 16 16 0 U ' — I I I , w I FC'4 0 10 I N w N 0 1 N O I O I o N 0 L, 0 0 O I 0 0 1 0 1 0 0 0 0 Ncu (n O O i fn 00 i O ip0 O J N ML ----+---- ----+----+---- cu I 10p 1 0 l0 1 w w �[ 0) 1 O) 0 1 0 I O M p M �^ N 0 1 O 00 0 19 1 OO Cl)0 d 0 p d 0 O In 1n 0 cO -}---- G y I y I I 1 Cl) I Cl) 1 0 10 I N N 1 W X I w X O I O I o zr 0 0 0 W O 0 1 17 O 0 0 i0 �00 00 _ (u r O i O r O i 0 i(D w U 0 ----+---- ----+----+---- 1 1 1 Q O O V C9 10 V C9 0 10 'o� o� L N i o �o o i m o �o ��0 �0 No 10 0 N 0 '0 0 .r.... .�....�.... , 0 O U U 0 o W > GN o o is N a Y R Q U a)cli 'i LO 0 rn 00 N 0 0 Q O 0 ;0 O 0 N O O 0 ;0 CF) z 0 O Z:) o O o CO 0 C)CN ----i.... R U) O � H N O O 'O '0 (6 Cfl U 0 ,O (6 } V O .O 0 .. rn �° U o (0 N Q O 0 O O O O 0 Q (4 O .O 2- -6 (n 00 O O d Z:) O N ----i... Q ; O ? O O O O 'O O U U O 'O o .O m o .0 u00i z 0 op o O o (n p O O 0 U O o m 0 0 .O H E O O O m o .o d rn m N C .. .. p m 2 (O 0 0 ;0 E = o ~ 0 .0 Q O `n Q' O :O o ,O Z O rn ----� U o a 00 C.) `o O w� o 'O O g o (fl r 0 .0 2 O CV) xa o .o N w 4- cc o O G ----i.... o U N uN,) U O o N N > n O 0 O o 0 2 O O a)� 0 .0 O O ~ U) O 0 0) O =a O o = CB N fn N (n _ E O O ;O > r- w 0 U0 00 2 0 a� o .o p J o U ----� >. o 0 0 '� o o = rn L j/1 O O 'O ) N XE O .O Z O W j, O .0 N O O ° > o (o 0 ° o O 0 Q O o N a� 0 ; m o 2 V O �a o o Y 0 0 rn o o U J o O .0 U O aj O N O 'O _ O (p N O O ;O U) (° N N J O 'O = .. CM O � O CB O 'O Y O O .0 0 N �_ U o ;o O U O ao 0 .0 O o Q (14 00 ++ v 2 0 ;0 m O = o w tq O 0 .0 L N O o O co z o .o N U c 0 .0 — o m PI) C O af O .O O 'O E N E N C N 0 6 O ..: :.. E v) Q a) a) -0 ++ • C C_ LLJ o W a° a a i i a) N a) ca m E H H j LL D U U 04 Cl) LO 0 N 00 N � 0 0 0 0 C N Q 0 0 .0 .0 .0 N 1 1 O 0 0 0 0 0 0 �0 �0 .0 O z o �o �o 0 0 10 10 0 O ' ' � I I O O 10 10 '0 c O Io Io 'o � U o jo jo ;o O 10 10 .0 H -------------- co N 1 1 0 S- 0 0 :0 :0 '0 S= U 0 10 10 '0 Q 0 :0 : . 0 .0 O H O :0 :0 :0 N ----i----i----y.... 0 0 I I U U O l0 l0 '0 O 1 0 1 0 .0 0 o Io Io ,o m o 10 10 'o .� , Z ----L----L.... .... (n 0 0 0 0 0 0 0 ;0 ;0 ;0 m 0 .0 .0 .0 — m 0 0 .0 .0 .0 0 ,0 ,0 .0 n o ;o ;o ;o 0 ,0 ,0 ,0 0 a , 1 1 O � rC� 0 10 10 0 M 0 '0 '0 .0 x a 1 1 O 10 10 .0 4- 0 W 1 1 . 0 ----+----+--------- c 1 1 N >`n N 0) 0 d 1 1 1 1 CB 1 1 .� LL 1 1 d N ----+----+---- C I � 0 0 1 0 I 1 0 :0 w C m 0 'o 'o .0 0 a o Io Io ,o I I 1 1 1 1 �� 0 10 10 '0 (n 0 :0 :0 .0 � xa o �o �o .o O w o 10 10 .o U 0 ' ' >0 0 L[L 1 1 — LL U ' ' — I I 1 10 0 i io ''oo cu cn 1 Io ;o N J 1 10 .0 M ' ' 1 O � ' :0 'o ;C A 1 1 0 0 N 1 iC .o L :0 :0 0 1 1 •• I 10 '0 w N 0 I ID ,O CO z L 1 1 '0 0 (� I I ' 0 1 1 0 Q� (9 1 1 0 .0 L 0 ' 'O O N :0 :0 0 o :-- W O o C.) + W Y L U ,U: , (B W 0 (4 N ; N ' ' F� E U O v U w ,w� 'z� 'z= LC) _ Lr; $ \ % k § § A 0 0 0 0 _ ---- ---- � o 0 < ) ) b ---- ---- k » 0 0 » 0 0 0 30 03 \ / ---- / ---- 6 C\lg , g , \ o 0 a e F- F- R / / 0-- 0 / 0-- 0 £ z -- z -- ) 0 0 ) 0 0 \ 30 03 0 _ % P P cu 2 2 A 2 2 A \ e e ± }) x a � o o � o _ ---- ---- \ P P CV) /2 /2 0 ---- ---- \ ( °e oe � \ �� 0 0 )2 0 0 \ 2 0 § }) x -- / ( ƒ) ƒ) O LL LL f 0-- 0 0-- \ § § Q 0 0 0 0 E 9 \ E § / \ o ---- ---- � § § 0 ---- ---- � k } } \ � .. .. \ \ � ) � �� � , ) , 0 o � w � cc / )) ) � \ A) & 2 \ & O � LO 0 rn 00 N O O Q N O O O N N � c 0 C Q C O U O U c c� c L N� O a .0 O co co 4-- 0 O M N N 0) O (0 N E W c O U 7 L y-+ O U N O O F O O N 0 O 0 O 0 U O o O o O O O O "a ON 0 0 ON 0 0 cu z O O z O O N J A ` O 0 0 0 cli > `> (o co C� O Y +L+ N C� 0 o o 0 o 0 U o o U o o OW ---- ---- L 5 N N Q W 0 O O 0 O O 0 O O 0 O O N W N m o o m o o U H o o H o o .. 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O ...�....�.... 0 a U N U zn o ° � o R ° tL M 0 rn N co M 0 N 00 .N N N V .0 .N 0 0(O O(O I-(0 .0 00 a) Q O 0 .In W O N .0 .N 1� LO .In 1n Cl) .N Cl) LP ----+---- ----+----+---- 1 1 1 C) 1 1 1 0 1 0 1 1 N 1 N 1 1 CF) Z 1 Z 1 1 C) 1 1 1 N ----+---- ----+----+---- � I I I c io 0 c 0) io iu(Oi IMn 2 1 o0 00 2 0) I o 1� 1:O IO to L I O I O I O O I I I N 1 01 (p N I- 1 1 0 C 0 - p 1 V 0 - N 1 p 1 1n C 0 O 1� 1-: 0 O 10 IM CR 0 1LO 0) 1n a) V N l0 1[-� 1n� l 0 O (4 0 1 0 1 0 N O 0 I In W O L 1 o I N 1` H1 In LC) H Cl) 1 I N Cl)�+ ----+---- ----+----+---- N I N 0 I t a 0 N 10 1 10 0 U I I- 1-: U O? 10 I co (O I LO 0) 10a) V N Io 1� 10� U O_ I o O O_ 0 1 0 1 0 N m ILQ W m LQ 10 IN r z I N LC) z M I I N M y+ 0 U) 0 0 O_ O_ CO m m p LO LO O O Cl) :0 '0) N F- 0) '00 00 L ;cq v O 00 1- ,0 N N N '(O LLCl) I--------------- I a a S= 1 1 1 , U 1 1 1 0) � 0 I N N Cn LO l 0 t o(l) f` 0 L2 0 10c0 0°o L� O 10 100 O 1 1 1 0 M lL d p 1 llxl d p I p 1 p � cd ----+---- ----+----+---- 1 1 1 I 0)In to 1 1n 0)LO N I p I d) > (O 1 (O > V 1 0 1 01 In � �� O 0 (� (O 0 LL d Cl) ' Cl) LL d I- 'o 'N a) C M 1 O 1 O 1 M 1n C o (p M o (4 1- 1 O 1 Cl) O W O I� I LO r O O I O 1 17 N �H 01 I0 G H O I� Ir f` d 00 IN d Cl) Io I(O a) 0 I I- I I N a) ----}---- ----+----}---- (� 1 1 1 , 1 1 1 0 L 0 1[- 1- (0 0 (D 10 IoM �+ (4 O I LO 1n (4 In l 0 1 00 LO (n L O I O O L O I O I p O C x 0- O I N N x a O l 0 1 ' O 0 ILI N 1 LU N 1 I N U a ----+---- a ----+----}---- 0) 1 0 1 I M M 0 - (M 1 Cl) 0)0 - V I p 1 m 1n L' > Cl) 1 Cl) > 10 1 0 1 T �� (O (r0 �� O 1 1 r f` 0 LL a 00 ' 00 lL a Cl) 0 N a) U ----+---- ----+----+---- I I I , 1 00 00 LO 1 o N I(O (O N Cl) l 0 10 co LO 0 1 LO 1n 0 Cl) I O 10 00 Cl) C U) 1 0 O U) O 1 0 I M O N CO I o O O I O I N O N M J ----+---- ----+----+---- 1 1 1 _ 1 0 :0 0 O Y +�+ 0 1((O (CO +�+ 0 Cl) 0 LO N N I M 0o � 1 1 I N N N 16 1 M c0 ----}---- ----+----}---- C O 10) v O 1- I p 1 1n W 0 I00 0 0 0) to I� r- CO c z I r 0 z N ID ID N ----}---- ----+----}---- � 1 � 1 1 0 04 N (7 1 LO LO +L C� 10 i((Oo v .L N '0 N M 'O ' LQ 0 I V 0 0 :0 :0 O W 0 0 a) 0) . O R W /L� = � � .� CB V F (4 0) F U E U :00 E U = > tL M > LO 0 LO rn N co M O N 00 .N N N V .00 'C, 0 O(O O(O [-(O .0 00 a) Q O O .In W O N .0 .N I� LO .In 1n Cl) .N Cl) LP ----+---- ----+----+---- 1 1 1 O 1 1 1 0 1 0 1 1 N 1 N 1 1 CF) Z 1 Z 1 1 C) 1 1 1 N ----}---- ----+----}---- � I I I V io 0 V 0) io iu(Oi IMn 2 1o0 00 2 0) to 1� 1:o lO to L I O I O I O O -------------- I I I N 1(p (p N r 1 1� 0 C 0 - p 1 V 0 - N 1 p 1 1n C 0 O 1� r 0 O IO IM CR 0 1 In 00 1n 00 V N l 0 1� In 1 0 O (4 O 1 0 1 0 N O O 1N W O N 10 IN I` H1 In LC) H Cl) 1 I N Cl)�+ ----}---- ----+----}---- N I N 0 I ItV 0 N 10 1 LO 0 U I� 1-: U O? 10 I co (O I LO 00 In 00 V N 10 1� L U O_ 1 0 O O_ O 1 0 1 0 N m ILf W m LQ 10 IN r z I N LC) z M I I N M y+ U) 0 O o 0 U O O U o 0 C m o o m CO O V .In a) ° .O 'M O (� H 00 .N O F- 00 .O 'n1 (O 0 1n V 0 .cM 00 C\l01 ' a a S= 1 1 1 , U 1 1 1 a) � 0 IN N N In 10 l0(l) f` 0 L2 0 10610 0°o L� O 10 100 O 1 1 1 0 M lL d p 1- llxl d p I p 1 p � cd ----+---- ----+----+---- L 1 1 1 a) 1 a In 1 1 > 001 OVO > Cl) 1 0 I N In �� (O (O �� V 0 cor 0 lL a 1 lL d M 1 0 I M V cu C 1 N 1 1 N co C 0 (4 � 1[- O 0 (p V 1 0 1 000 N W O O I In (O 0 I O 100 I` S= d~ Cl) I ON In d~ ((O 1 0 I co a) I I 0 I Cl) 1 1 V (� 1 1 1 1 a L 0 1[- 1- (0 0 (D 10 I0M �+ (4 O I In 1n (4 In 1 0 1 0 0 In (n L O 1 o O L O 10 I p O C x d O I N N x a O 1 0 1 ' O 0 11J N 1 lL N 1 I N U ° ----+---- ° ----+----+---- 1 .2 ro 1 10 m a)O — O 1 O a)O — I o 1 0o In L' >0 Cl) 1 Cl) >0 00 1 0 1 00 (O 00) 1 a) O 10 1 1n (O (n d 1 d In 1 I Cl) 00 0 LL M 1 M IL (O 10 I M 1 Cl) 1 1 V U ----+---- ----+----+---- I I I , 100 00 In 1 O 1 a) I` N I(O (O N Cl) 1 0 l 0(,) LO 0 1 In 1n 0 Cl) 1 0 1 0 00 M C U) 1 0 O U) O 1 0 I M O N cu 1 0 O O I O I N O N M J ----+---- ----+----+---- 1 1 1 1 0 1 10 Cl)M Io i� LO O Y O I(D m Cl) Io ILO1) I- N I N N N 16 1� M 1 1 1 0 - ----}---- — ----+----+---- W y x I V a (� x 0) 1 0 I((O W O 0 ir- t- 0 0 rO)i io i LQ UI V v N 16 1 0 N O ----+---- O ----+----+---- C 0 11, 1 1 0 04 V (7 1 LO In V C� 1 o i((OO v L 0 L ON N L M O In cV N I V N O 10 10 0 I 1 1 1 0) O ...r.... 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' ' 0 ,p N 00 00 (p N 0 l 0 l 0 O 2 00 0o r 2 O I O I O O xa 0 0 xa 0 10 10 0 4- 1 1 O cd ---- ----+----+---- 1 1 n > n o 10 10 O 0 a� a� 0 �0 �0 0 O IL a Ii a o cu o_ (0 m o 0 i0 i0 0 W �� Cl) Cl) �� o io io 0 s= a 0 0 a 0 10 10 0 O ' ' U ' ' 1 1 yL+ N O M M N O 0 10 10 0 0 :O :O O C x a O 0 x a O l 0 l 0 0 0 lL N 'L N 1 1 ----+----+---- 1 1 a)0 a) - 0 10 10 O >_ >_ 0 :0 :0 O N �aa 0 10 10 0 O LL LL o 1 0 1 0 0 1 1 00 00 0 I I o I I o O N 0) a) N 0 10 10 O 0 O O 0 O O O O N CB O O 0 10 10 O MJ ---- ---- Cl) Cl) l :0 0 O 0 LO 'n 0 00 l 0 O N 0 l U +O_+ U 0 :0 �0 0 1 1 I I 0 � HW 0 W 0 N 0 0 j 0 j 0 0 Z Z O 10 10 O cu 04 oo 0 10 10 0 U N --- -------------- O f'!7 N C9 Cl) Cl) N C� o 10 10 0 L V/ r_ m O) m r_ m O O O O N O O o 10 10 0 0 0 N N w — cycy N 0 0 a O R F cu U U 0 E U 2 > .� O O M > > LO 0 rn N O 0) C N O O N O O O O Q 0 0 0 .0 .0 0 O .6 .6 O LO N N 1 1 C) 1 1 U 0 1 1 N N 1 1 CF) z z 1 1 � 1 1 C) 1 1 N ---- ----+----+---- � I I c O1 °) c 0 10 10 0 U 1` U o io io 0 L T O O T O I O I O O I I Ea ---- a -------------- -coCC N � ,n ,n N � 1 1 0 C 0 — co N 0 — O 1 0 1 0 O O l 0 l 0 O 00 0) 00 0 0 1 0 1 0 O (4 N N N O 10 1 0 O O 00 00 O 0 1 0 10 O H N N H 1 1 �+ ---- ----+----+---- S= N N ,n N I I ON N 0 0 10 10 O 0 00 0) 00 a _ 0 1 0 1 0 0 U O_ N N O I I m o0 00 m 0 10 10 O yam-+ z N N z L---- L____ 0 0 O O 0 U) O O U 0 O U O C? O C .0 0 0 m CO rn m 0 No No O n o00q a00o n o o o 0 o o o ,o ,o 0 a a S= 1 1 C.) 1 :0 0 0 ,p N 00 00 (p N 0 l 0 l 0 O 2 00 0o r 2 C? I C? I O O xa 0 0 xa 0 10 10 0 4- 1 1 O cd ---- ----+----+---- 1 1 > - > n o 10 10 O 0 a� a� 0 �0 �0 0 O IL a Ii a o cu o_ (0 m o 0 iO iO 0 w �� Cl) Cl) �� o jo jo 0 s= a 0 0 a 0 10 10 0 0 I I U 1 1 1 1 yL+ N O M M N O 0 10 10 0 0 :O :O O C x a O 0 x a O 10 10 0 0 11J N 11J N I I ----+----+---- 1 1 a)0 a)0 - 0 1 0 1 0 0 >_ >_ 0 10 10 O N �aa 0 :0 :0 0 O IL tL o 10 10 0 1 1 U ---- ----+----+---- I I 00 00 0 I o I o O N 0) a) N 0 10 10 O 0 O O 0 O O O O N CB O O 0 10 10 O MJ ---- ----+----+---- �_ (M Cl) :0 10 O C) Y 0 0 0 0 :0 :0 0 N U U O I O I O O 0 ----+----+---- I I W x LO H w x o io io 0 w 0 N 0 0 1 0 1 0 0 CB N 0 Z o0 0 z 0 j o j o 0 U C O --- O ----+----+---- (V 1 1 M M V (� 0 1 0 1 0 0 L 0 d) L 0 O 10 10 O N N 0 10 10 O _`_ -IL O .. O ...�.::.�.::: 0 p U U LL1 75 °a O `° +d+ °a S o wcu p o 0 U M 21 U 0 ~ U 2 .> .� ~ Ln 0 00 rn N O rn � 0 0 0 0 C N O O N O 'O 'O O G 0 N 0 0 aNj 0 O .O .O O Q U 0) v U o 0 0 0 Ln N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c c o io io 0 U ? v U o io io 0 L T O O T 0 10 10 0 � E a ---- a ----+----+---- N O O N 1 1 0 E 0 - N t- 0 - O 10 1 0 0 O l 0 l 0 0 U d) It a) 0 1 0 1 0 0 O O 0 10 10 0 H N N H 1 1 �+ ---- ----+----+---- S= N O O N I I 0 1- 1- 0 � � 0 10 10 0 U U o 10 10 0 O � o o jo jo 0 ()p c a m o 10 10 0 yam-+ z N N z ....L....L.... O U) 0 0 O_ O_ � m m CO 0 NO NO o N+0- 0 0 0) 0 ,n 0 �0 �O o F- 0) � N O :O :O o Q/ [L O o 0 ,0 ,0 0 a S= 1 1 C.) 1 :0 0 O (4 N 0) a) (4 N 0 l 0 l 0 0 -0 L 2 0) O L 2 O 1 0 1 0 0 CM Wa 0 o xa 0 10 10 0 4- 1 1 O cd ---- ----+----+---- co 1 1 >In >Un O 10 10 0 0 a� a� 0 �0 �0 0 O �a �a o 'o 'o 0 cu O N N Cl O N o t o l 0 0 w O O o i o i o 0 s= a a 0 10 10 0 O I I U :0 1 1 0 0 L N N 0 10 10 0 0 1 0 1 0 0 (n r O O r O 1 0 1 0 O x<L x<L O l 0 l 0 0 O lL N lL N 1 1 ----+----+---- 1 1 a)0 a)0 - 0 10 10 0 >_ >_ 0 :0 :0 0 N �aa o 10 10 0 O LL LL o 1 0 1 0 0 1 1 t v 0 I to I to 0 N (0 w N 0 10 10 0 0 O O 0 0 o o O (�J CB O O 0 10 10 0 MJ ---- ---- Cl) Cl) l0 1 0 0 0 O 00 o 0 0 l 0 l 0 0 N U cq � +�_+ U 0 �o �0 0 1 1 I I x w 0 N 0 0 o 1 o 1 o 0 z 06 06 0 Z O 1 0 1 0 0 CO O 0 10 10 0 U 04 (� 1 1 p ---- v ----+----+---- 1 1 O 1 N (9 0 0 N (9 o 10 10 0 (2) 0) 0 N N 0 0 10 10 0 1 1 O V y y W 0 _ _ a� 0 R 0 W = m o = o 0 F U CO E U 0 E U x > .� M > Ln 0 rn rn N O rn 0 0 0 0 C N O O N O 'O 'O O G 0 N 0 0 aNj 0 O .O .O O Q U 0) v U o 0 0 0 Ln N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c c o io io 0 U ? v U o io io 0 L T O O T 0 10 10 0 co E a ---- a ----+----+---- N O O N 1 1 0 E 0 - N t- 0 - O '0 '0 0 O l 0 l 0 0 U d) It0) 0 1 0 1 0 0 O O 0 10 10 0 H N N H 1 1 �+ ---- ----+----+---- S= N O O N I I 0 1- 1- 0 � � 0 10 10 0 U U o 1 1 0 O � o o io io 0 ()p a m o 10 10 0 yam-+ z N N z L---- L____ O 0 O 0 0 U) O 0 U 0 0 U O o 0 C .0 o o m CO rn m 0 No No 0 n rn m n o �o �o 0 o o � o ,o ,o 0 a a S= 1 1 C.) ' ' O N N 0) O) (4 N 0 l 0 l 0 0 -0 L 2 O1 O L 2 O 1 0 1 0 O CM Wa 0 o xa 0 10 10 0 4- 1 1 O cd ---- ----+----+---- C 1 1 a)In a)In o '0 '0 0 0 a� a� 0 0 0 0� � O �a �a o cu O N N Cl O N o t o l 0 0 w O O o io io 0 s= a a 0 10 10 0 O ' ' U :0 1' 0 0 L N N 0 10 10 0 0 1 0 1 0 0 (n r O O r O 1 0 1 0 O x<L x<L O 10 10 0 O 11J N 11J N I I ----+----+---- 1 1 °)o 00 - o '0 '0 0 >_ >_ 0 1 0 1 0 0 N �aa o :o :0 0 O tL tL o 10 10 0 1 1 U ---- ----+----+---- I I t v 0 to to 0 N (0 (O N 0 10 10 0 0 O O 0 0 o o O (�J cu O O 0 10 10 0 MJ ---- ----+----+---- �_ (M Cl) :0 :0 0 0 10 O Y 0 0 0 0 0 :o :0 0 N U In ui U 0 1 0 1 0 0 N � N o 'o 'o 0 O ----+----+---- I I N o o (� x o io io 0 w 0 zz � Ci 0 zz o i o i o 0 co 0 O O 0 io io 0 U N ----+----+---- O ---- O N 1 1 0 0 O ' 7 U u0i 0 7 U o :o :0 0 L L +L+ +L+ O 1 0 1 0 O N N N N O 10 10 0 1 1 0 O :::: O :::.�....�.... 0 (.) tU tU 7v -0 'a o w �_ +�+ 0 o is +�+ 0 cu U O ~ �j 2 .> .� ~ U cp cli LO 0 0 N N O O 00 00 C\l Cq N 1- 1n N 0 •0 'V O O 0 .0 .00 00 Q 0 r 0 O .O .N N V 0 O N N LO rn rn LP ---- ----}----}---- 1 1 C) 1 1 O O 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 C) 1 1 CN ---- ----+----+---- � � N N O I I O I 1 0) 0) = Cl) Cl) It= O 'O I O M 0 M (O U ry N U o Io ILOp CR LO0 L T O O �. 0 I o 1 00 00 I I � E a ---- a ----+----+---- N O O N 1 1 00 00 0 O - In LO O - O I O I00 00 U rn rn U 00 10 1 N N (n 0 1C 1 N N O 10 I N N ' '- N 0 0 N I I 00 00 LO LO 0 00 00 0 0 0) a) O 0 '0 '(0 f0 I I U 0 0 0 IC I N N m V m O 10 1 N N yam-+ Z Z I I .. - --L----L--- O U O O m m 0 0 � CO m m 0 :0 �m m � Cl) Cl) Un oo :00 �� C4 N N lC\l O :O Q/ O O 0 0 ' a a a 1 1 , U 1 1 0) N 'n Cl) M 'n 0 l 0 t o(M O co O (4 N 00 00 (4 N 0 1 0 1 0 p 00 -0 L� N N L2 0 10 100 00 �•`� C x a 0 0 Iu a o I o 1 17 4 0 1 1 O ---- ----+----+---- 1 1 N ' > n > n o :00iLO 0 0 0 a� a� 0 :0 �oNo ONo C) tL a tL a C cu 1 1 LO Lo C o m LO1 la)i U) o m o 1 0 i o 0 rn m 0 10 Ic v s= a~ No o a~ oo 10 jc 00 O I I f/)p 0) rn N 0 0 I p 1 0) N 010) a) 0 100 IDM 0M (n r N N r 0 O 0 0 rn 0 C Iu a T o o Iu a T o 1 0 1 O 4 p 1 1 ----+----+---- �_ 1 M co0)p 0) - 0 1 O 1 I(O f0 L' > >0 O 10 l 0 O oo i0 i00 00 O tL tL o I o 1 c a 1 1 U ---- ----+----+---- I I , O O 0 1 0 10) () N O O N O I O I o M O C)a O o c O o0 10 1�00 ItOo N CO O O 0 j 0 j CV Cl? J ---- ----+----+---- 1 1 C) O Cl) Cl) d O O :O 0000 0000 N = U Cl) Cl) U 0 10 100 00 fA co co N o I o I o 0 1 1 0 0o ao 0 0 I 1 0 I 1 O O w O Cl) Cl) O O 'O '0) a)(u .2 z N 1n .0 z O j I 0 j 0 O I O N N C� urn) 0 N C�(D lw o 10 1 rn m L O O (C! co O O� 0 i0 'o 0 \O N ,0 0 o O 0 10 10 0 rn V .. 'a ..:p::::p:::: O N d d w += 0 _ m 0) _ a) R a) W ? = 0 o = o 0 F C) E U O E U 2 > .� O O M > LO O N N O 0) 00 00 04 N I- 1n N 0 •0 • ItL O O LO LO 0 .0 .00 00 Q 0 r 0 O .O .N N LO 0) a) LP ---- ----}----}---- 1 1 C) 1 1 O O 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 C) 1 1 N ---- ----+----+---- � I I � N N O I O 1 0) 0) = Cl) Cl) It= 0 10 '0o M 0 M (O O Cl! N U o Io 1LO0 LO0 L T O CR O �. 0 1 0 '00 00 I I co E a ---- a ----+----+---- n' � O O n' � ' '00 00 0 O - In In O - O I O I00 00 U U 0 1 0 1 0) a) 0 0 N N (n 0 1C 1 N N O 10 I N N ' '- N O O N ' '00 00 0 0 00) 0 00 00 a LO LO O 0 1 0 1 N N 0) a) 0 1 0 1(O (O U 0 0 0 IC IN N m V m O 10 1 N N yam-+ Z Z I I O 0 o O 0 (n O O U 0 O U O C? O C m o o m CO m m 0 No No O 'n N N 'n 0 0 Nt 't Q/ O O O I O I� f` I a a a 1 1 , U 1 1 0) N 'n Cl) M 'n 0 l 0 1 0(M O co O (4 N 00 00 (4 N 0 1 0 1 0 0 00 -O L Cl! 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O o U U 0 'a 0cu : o U ti i+ U O ~ �j 2 .> .� ~ cli 2 LO 0 N N N O r` o 0 0 0 0 O C\lC\l0 0 0 O Q 0 O N 1-N 0 0 .0 .0 0 O .6 .6 O LO N N 1 1 0 1 1 O O 1 1 N N 1 1 CF) z z 1 1 � 1 1 0 1 1 CN ---- ----+----+---- � I I c rn m c 0 i0 i0 0 U LO LO n L- U o io io 0 L T O O T 0 10 10 O —co EC N O a ---- O a ----+----+---- 0 �_ f� N C 1 1 � 0 1 0 1 0 O O l 0 l 0 O (O o0 (O 00 O 1 0 1 0 O (4 In 1n N O 10 1 0 O O M M O 0 10 10 O H N N H 1 1 �+ ---- ----+----+---- N I- I- N I I 0 T7 1: 0 0 10 10 O U p N LO p O O O O m (M M m 0 10 10 O yam-+ z N N z ....L....L.... O U) 0 0 O_ O_ � m m CO N N 0 .O .O O 'n 000 0000 'n 0 0 O 0 Q/ O O 0 0 0 O a a S= 1 1 C.) ' ' O Ip N 00 00 (p N 0 l 0 l 0 O O-O r 2 00 0o r 2 1 0 1 0 O M llxl a O 0 llxl a 0 10 10 0 4- 1 1 O cd ---- ----+----+---- N ' ' CN ' > n > n o 10 10 0 0 a� a� 0 �0 �0 0 O �a �a o cu o_ t Cl) o_m 0 i 0 i 0 0 w �� Cl)OO1 Cl) �� 0 i0 i0 p s= a 0 0 a 0 10 10 0 O I I U ' ' 1 1 yL+ N O M Cl) N O 0 10 10 0 (n r� d) r 0 �O �O O C x a O 0 x a O l 0 l 0 0 O lL N lL N 1 1 ----+----+---- 1 1 a)0 a)0 - 0 10 10 O >_ >_ 0 :0 :0 O N �aa 0 10 10 0 O LL LL 0 1 0 1 0 0 1 1 rn m I I 0 Io Io O N ItN 0 10 10 O 0 O O 0 O O O O (�J CB O O 0 10 10 O MJ ---- ---- (D 0(O l 0 1 0 O O LO 'n O 0 l 0 l 0 O N U � � +O_+ U 0 :0 :0 0 0 0 y I � y O 1 0 1 0 G O 04 O ---- w ----+----+---- LO I I 0 0 w 04 0 Dx 0) � 0 Dx 0 10 10 0 w ' O z (O (o O z o i o i o O U c . 0 10 10 0 -------------- O N C� N C� o 10 10 0 PI) (n 00 00 c0 LO LO 0 O O O O N O O 0 :0 :0 0 VI LV ----�----�---- O LL W U' cC 0 cC o w LL a) o R 0 cu J = U 00 U 0 U 2 > O O M > LO 0 M N N O r` o 0 0 0 0 O C\lC\l0 0 0 O Q 0 O N 1-N 0 0 .0 .0 0 O .6 .6 O LO N N 1 1 0 1 1 O O 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 CN ---- ----+----+---- � I I c rn m c 0 iO iO 0 U n In U o io io 0 L T O O T 0 10 10 O —co EC N O a ---- O a ----+----+---- 0 �_ f� N C 1 1 � 0 1 0 1 0 O O l 0 l 0 O (O o0 o 000 1 0 1 0 O L (4 In n N O 10 1 0 O O M M O 0 10 10 O H N N H 1 1 �+ ---- ----+----+---- N I- I- N I I 0 T7 1: 0 0 10 10 O U p N �00 p O O O O m M M m 0 10 10 O yam-+ z N N z L---- L____ O 0 O O 0 U) O O U 0 O U O O O C .0 0 0 m CO N N _ 0 : :0 0 O 04 0N0 000 N 0 0 '0 'O O 00 00 O O O O LL O o a O ,O ,O o a S= 1 1 C.) 1 :0 0 O Ip N 00 00 (p N 0 l 0 l 0 O O-O r 2 00 0o r 2 1 0 1 0 O M llxl a O 0 llxl a 0 10 10 0 4- 1 1 O cd ---- ----+----+---- M 1 1 CN ' > n > n o 10 10 0 0 a� a� 0 �0 �0 0 O �a �a o cu o_ c Cl) o_m 0 i 0 i 0 0 W �� Cl) Cl) �� o io io 0 s= a 0 0 a 0 10 10 0 O I I U 1 1 1 1 yL+ N O M Cl) N O 0 10 10 0 (n r� d) r 0 �O �O O C x a O 0 x a O 1 0 1 0 0 O 11J N 11J N I I ----+----+---- 1 1 a)0 a)0 - 0 1 0 1 0 0 >_ >_ 0 10 10 O N �aa 0 :0 :0 0 O IL tL 0 10 10 0 1 1 U ---- ----+----+---- rn m 0 I Io I Io O N V N 0 10 10 O 0 O O 0 O O O O (�J CB O O 0 10 10 O MJ ---- ---- 0 :0 :0 O O Y O � m O 0 :0 :0 0 N U � CR U 0 10 10 O O N = ---- = ----+----+---- I I N LO m x w x 0 10 10 0 W N O `� O o Io Io 0 0 z ro 0 0 z cu U I I 0 jO jO o O O ---- O ----+----+---- 1 1 O C� 3 (7 o i 0 i 0 0 L L O 00 00 L O O I O I O O A �". 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O O) � 10 o 2 O O LO Lo a S= 1 1 1 , U 1 1 1 0) N �'n c Io v �'n o Io Ioc 01 O N N 1 0 N N 0 1 0 1 0 0 00 'O L2 00 10 ao L� O 10 100 00 M xa O IO o xa o 10 I0o 00 4 W 1 W 1 100 00 0 O ----+---- LO 1 1 1 CN ' > n i >C\ln o 10 10 0 0 a� a� o �o �rn m p LLL a ' Ii a o 'o ' n Iii d N ----�---- -------------- C M 1 O M O I O I O O C 0 (4 LO 1 O 1n 0_ (p O 10 1 0) a) W c O 0�0 C? C? i Cl) Cl) a O IO o a O 10 I rn 6 O I 1 I LO LO ----+---- ----+----+---- (0 0 Cl) 1:0 Cl) jq O O 10 1 0) N LO 10 LO (00 O 10 10 V 0� 00 1 0 00 (p O 1 0 1 00 00 (n L� 00 1 0 00 L O 1 0 1 00 00 C ILO x a T O 1 0 0 x[L >, O 1 0 1 Off) O p 1 4 1 1 U -0 ----+---- -0 LU ----+----+---- 1 N o - 1 0 1 1 - 0 I IO o L . 00 00 > p 1 O 1 0 1 O O Cl) Cl) O Ii a Li a 0 j 0 N LO 1 1 1 I 1 I , N (0 I w N O 1 0 I O V O O N I N O 0 1 0 1 00 00 � O 1 O � O 10 10 O N CB O i O O i 0 M J ----+---- ----+----+---- 1 1 1 1 � 1 1 o Io N Y O N 1 N 0 0 10 :0 1- r 1 r O 1 0 1 0 O 0 0 1 1 1 I I I W x j w x O 10 1000 0000 1 �JJ O I O 0 10 10 0 cu O Z (p FLO O Z 0 10 10 0 U 0 - I I I 1 1 1 O O V (7 LO 10 V (9 o 10 1[- 1- LN i0 U( o Ili)• i o o 00 00 O N 1 0 N O 10 10 0 04 1 1 1 0 0 .r.... .�....�.... , 0 O U U m 0 : o W ld) C) 10, is N a Y R Q W c3 a :3 o 0 o o O U cu a) cli LO 0 co N N O C\l� _ _ Q 0 0 .0 O o LO O U U rn z m o O (� o � H N O O O 'O -0 Us aj o .o 0 a) > ILc� U ,O m } v N CO C N � Q O O 0 E 0 O O Ul U O 'O O '6 (n (`') H O ;O ILU) Z:) .... 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E v) Q 0 • w o m Q Q W U° a a i i a) N U) ca m E H H j LL D U U 04 Cl) Ln 0 r— N N O 0) '4 o o C N Q 0 O .0 O .O Ln 0 O O 0 C\lO O � Z Q O O O O N ----� O 'O c O 'O = ; co U 0 0 L T O .O co E N �_ 0 E 0 O O O O U N O O O O O C 0 0 U o o .'o U O o O ,O m o ,o z U) 0 � m O .O O .O Ln 0 0 O ,O . a c V 65Ln O 'O N O 'O 0 L� O .O cox a O .0 4-- 0 c� ----� N ' >Ln 0 a 0cu �a E O O 'O w o .o O ,O a o ,o O U �0 o .o y r� O O C x T o 0 O LU � �o O 'o N O 'O 0 O ,O N c0 O .0 M J co L c0 O o O Y o ;o N L o 0 O w tq 0p o .o wz O ,O co z L o .o UN ----� a� co o 0 +�+ U o .o L O Q o 0 > a� O 0 :-- _ co (n 0 W O O o (7 2 :(7 W U ++ 0 m .m.0 co W 0 2 m r F� E U O can r U z 'z Z) ui = ui LO 0 00 0 0 0 0 0 o N U O 0 U O o O Q 0 0 0 0 0 0 0 0 0 0 LO LO ---- ---- O O O O O � = 0 0 = 0 0 O U o o U o 0 T 0 0 T 0 0 O Na ---- a ---- N 7 N 0 O O 0 O O U 0 0 U 0 0 (O m O O m O O L O O O O O O coE ---- ---- E N N 0 0 O O 0 O O U 0 0 U 0 0 U o O O o O O m 0 0 m 0 0 >, z z N N U 0 O U U U o 0 � m m O 0 U) F- 0 0 `O m 0 0 -� O O N 2 O O O O O O O cO O d~ O O � a aLo O O wLo O O L N N O O O O r O O r 2 O O Q' xa O 0 xa O 0 C U >LO a)LO 0 N N CM2 �2 4- c ii a ii a 0 N ---- ---- co 2-1 � o 0 0 0 N N O m 0 0 O m 0 0 cB 0 a O 0 a O 0 E �� 0 0 �� 0 0 W r� 0 0 r� 0 0 C wa T 0 o x T 0 0 0 U LU 2 L >O >O y _ _ 0 li d li d N O O N O O N 0 O O 0 O O 0 O O O O 0 0 0 0 N 0 0 0 0 N co O o O o M J Ur cB O O O O O Y L O O O O N 3 z o o z o 0 00 z 0 0 0 0 ---- ---- L W O 0 (9 O O N W 0 O O 0 O O c0 N m O O m O O UI LO ..... .. N w w .L O �7 � O z z ---- 0 _ O F W LJJ = Oa O-0 F a U N J ° J LO O t0 LO 0 rn N N O a a 0 o a w O �C\l 0 0 0 0 0 0 Q O O O .0 0 O O p .0 0 Ci 00 LO N ;N ;N N ----a.... ----+----+---- 1 1 0 1 1 1 1 O O 1 1 CF) z z 1 1 � 1 1 O N .... ----+----+---- � I I V o :0 V I t o 0 U o ;o U i io 0 O L T 0 ,o 1 T 10 0 ' I I CO a ----+----+---- N �_ N 1 1 C O N ' N O O 1 O 1 N N 0 C (� O" ,O� (� O 1 0 1 0 V O� '^ (4 0 0 ,0 0 (4 O 1 0 '0 0 00 VJ 0 N 'N 0 0 j 0 'N 0 N0 N ;N I I N N ----i.... ----+----+---- N N 1 1 O O 1 1 w O 0 V '0 V O 1 l 0 V 0 O 00 '00 1 1 00 00 U O 0 O '0 0 O 1 1 0 O N o L z N 'N z 1 I N N O 0 0 � m m CO N o 'o N o 'o 'o O N O ;O O ;O ;O O LL a a `n oo N o !0 oI o0C.) ' I I O 00 OOO o � r� r� O I O I O O M Ila 0 '0 Ilxla 0 10 10 0 00 c0O ----i.... ----+----+---- CF) G 1 1 N N N 1 1 N O LL a tL d N ----i ----+----+---- � 1 1 0 '0 0 '0 '0 0 om 0 '0 om 0 10 10 0 W �F- o ;o �F- o �o �o 0 a o .o a 0 10 10 0 O ' ' ;�, ----a.... ----+----+---- U ' ' L � o � o i'o� � o io 0 N r 0 ,O r O O O O Ila T O ,0 ILa T O I o I o 0 O N N I I ----+----+---- N 0 - N 0 L >_ > 1 1 cn L a LL O 1 1 I I N 0 '0 N I I O o O 0 ,0 O I I O o 1n O ,O U) I I O o N CO 0 :0 1 10 0 MJ ----i.... ----+----+---- � � 00 ,00 1 10 O Y O oo ,00 O 1 100 0 0 N � U oo ,00 U ' '00 00 O ----i.... ----+----+---- 1 1 0 0 W O o ;o O O ' 'o 0 z z 1 1 � 0 .0 � 1 10 0 -------------- U 1 1 N ; N 1 I O (7 o n 'o n V (7 o io ion 01c) •N O 00 0 ,00 O o j00 '0 0 00 L O :0 0 1 100 0 O ' 3 0 '0 ' > ' I I O N Z a o ; w W 0 � N ai �.S : E5 : m R o ' w o U N cn Q U ; CO � LO 0 0 M N O a w (6 0 0 0 0 .0 .0 o 0 00 0 Q U O OCi LO N N � ----+----}---- 1 1 0 1 1 1 1 N N 1 1 IZ CF) Z 1 1 > 0 1 1 N ----+----+---- I I LL C I l0 Fib = j j0 0 o—co EN � 1 1C 0 — O 1 O 1 a) O 0 C U O 10 Io"r oa 0 10 100 00 - U) ' 1N0 NO O 'O 'N N 6 N �+ ----}----}---- O N 1 1 J 0 1 I b N 0 1 I O V O O O 1 1 0 0 O O U 1 1 0 0 N O Z 1 I N N 0 0 O O a m a a O 0 .0 .0 0 n 0 0 0 0 N 0 .0 .0 O � a O ----+----+---- I C.) to I to 0 0 Win' 0 j0 j0 O � L� O 10 10 O M xa o 10 10 c � W I I O ----+----}---- o M >' n i i m 1 1 0 1LL[L 1 1 c0 1 1 d N ----+----}---- 1 1� 0 :0 :0 0 0 m 0 10 10 0 W 0 o :o :o 0 a 0 10 10 0 O 1 1 ----+----+---- 0 > U 10 10 o m � L 0 i i �. as O 10 10 o N N Xa o 10 10 0 W �. 0 10 10 0 O U a ---------+---- _ � 1 1 0 a)O L > 1 1 'ZLL 1 1 cn L a 1 1 1 1 I I —_ I I O O 0 0 I 10 O N U) I I O O N c0 I 1 0 O E N 7 cv J ----+----+---- Z O (0 i is It 0 CO 0 0 1 1 0 0 00 C w 1 Z 1 co a) :0 0 N U ---- ----1---- N v3i O Q W a� o U (7 o io ioln o1n N N ~ L IL' O 10 1000 00 C C j (n iC5 p p O Q o p o >r ++ p ++ w .0N z p m �+ m >r m °a ' mow ;.Q �+ O N O m W N a) �.__ : E� . as }g ++ CL w_ Qcu wo ' =o O a U N = a v ;� O O O C 00 06 6 IL $ \ % / A e � � < % k E o % \ 6 � co k / CL / 7 _ -j / 5 § U) k / 2 2 J co } j $ � 6 e \ § % % k � � \ / \ \ k co \ \ L 2 / \ ƒ � 7 ( f 0 } e _ / O co / / / n _j J J J 6 \ \ / \ 2 L L \ � & °/ E ° \ \ 7 7 0 $ \ \ 2 \ LU � LU 0) i k > k q O 0 chi � $ \ 0 / / ° E 7 ƒ 1 ƒ .6 . . \ / \ 6 % \ / o k G LL - 2 2 \ --- 7 § \ % 8 = k S \ 5 ■ U) § 7LL f $ LU » = c ® 0 2 2 \ � t § )£ 0 5 £ t �R \ o ) w o� \ _ - a 0 zk Q § r 0 ) k % m � 3 2 j \ 0 L- 2 � ƒ 2 \ y o L 0 o 0) k 0 ° 7 ■ � 0 § O e � _7 © \ ) / k CL )£ cu co 9 \ \ { L) CL n = ƒ 0 % $ 3 2 2 _ 06 � � � ■ / ) 2 2 v 4 @ i @ E \ k / _ r 0 e � ` U ° ccj 2 \ v j ) / $ © ■ A ® 2 0 D § w � 2 2 2 R E 7— $ L- co \ (D o © ■ CL 0 ' a _� sR D q q $ / ) 0 2 Cl) _ _ _ m o o S _ Ln 0 M M C Y) N O 0) (6 Q O O N L co 0 Co N Ln N j �0 10 �p CO "= ol O :o :0 o :o L O U N U O Co O C) c O L co U) C1 O) C � O � yL+ O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O 1 1 1 1 1 1 1 1 1 1 U 1 1 1 1 1 1 1 1 1 1 yL+ 1 1 1 1 1 1 1 1 1 1 L Cn I I I I I I I I I 1 O O C 1 1 1 1 1 1 1 1 1 1 C > O 1 1 1 1 1 1 1 1 1 1 U O U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '0 O 0 L N Ip 1 1 Ip 1 Ip O I p 1 0 1 0 I p 1 0 I p 1 0 1 0 1 0 1 0 co ... 1 I Q I Q 1 1 0 1 1 0 1 1 I N O (n O 1 0 1 0 1 In 1 0 1 0 1 0 1 In I N I N 1 cc w 1 V 1 In 1 1 1 m 1 1 V) 1 r 1 V) 1 O G 1 1 6 1 O c 1 1 1 1 1 1 1 1 1 1 N Cn m 1 1 1 1 1 1 1 1 1 1 a) O 4-0 1 1 1 1 1 1 1 1 1 1 CM O_ 1 1 1 1 1 1 1 1 1 1 cu Cn L L I I I I I I I I I 1 U 07 E In U O 1 1 1 1 1 1 1 1 1 1 W O L 1 1 1 1 1 1 1 1 1 1 00 0 N O N L...L...L...L...L...L...L...L...L...L.. 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O I N N O Cl) 1 0 I a) 10 1L z I z Cl) I I M 0 ...L... ___L----L___ (n 0 'O o 0 'O o U O o U m .o o m C ......... .. .. .. m m CO (o I- o No No a) In 00 Cl) to '0 'O 0�0 V (O 10 ' 1 O N M 16 :M O a a c ----+---- ----+----+---- U 1 1 1 f/)In O 1 f/)In 00 I p 1 0) Cl) 0 O I M M (0 1 0 1 0 It 1- "� RN O I(M Cl) R N In 10 100 In L� O 1(O (O L 2 O 10 IUp o M xa O 10 o xa O 10 1 0 4 N W I W I I In 0 ----+---- ----+----+---- CV) 1 1 1 N (O (n '>-. Off) 1 a C\iC (h 10 10 .52 V I 10 1 O0 1 1 1 CO (n IL a I �[L M 1 0 I M C 1 1 1 M W O R O 10 00 O R t 10 10 N O I� 1(O M O 10 I� C H 1 H In I I� N 0 [L N 10 Cl) [L (O 1 0 I Cl) o I Cl) I I 1 1 1 L N p p 1 N 0 Cl) I p I N +� O 1 00 00 0) 1 O 1 O It a) (n R O 100 00 R In 1 0 1 00 1n L� O I(O (O L E O 10 I00 O O Ilxla T O 10 o Ilxla T o Io 1� o U R 1 R 1 1 1 V 1 1 a 0 L 0)O — d) 1 a) 0)O — Cl) 1 0O 1 1� O 1 00 .�-. 0 0 � 00 1.-. O 00 N �� 1 Or �� In 10 1 N 0 LLL[L N 1 04 [L ( I D I Cl) 0 LL U 1 M 1 1 ----}---- ----+----+---- m F 00 10 1 -N I� N N 1 0 1 0 It MU) 1 U Cl)O 1 0 1 000 0 3 O 0 0 -------------- JCB11Y M 10 1 000 N N 1c v 00 M �o �c Oro 1(0 (O N 'O 'O N 0 - ----}---- — ----+----}---- w N y 1� io io 00 W 0 0 Cl) Cl) w 0 O (0 f` W N 0 z Ic v 0 z co i0 i0 (o UI r i M r N 16 16 N c O ----}---- 0 ---}----+---- :0 1 1 0 ++ V (� 1 0) a) V (� — 1 0 (1(O 0000 00 00 L L L O N N L U (M O O 't Q1 N O 10 1 0 0 NO ...r.... O ...�....�.... 0 a U N U W N N O . O R O W (C 0) .0> ' O CC U U 0 ~ U x :> :� ~ M 0 rn N O (o M Cl) N 0 .N N N .0 .M Q U p .LQ 1�0_ U Cl) .o - In 1n M .N co LP ----}---- ----+----}---- 1 1 1 C) 1 1 1 0 1 0 1 1 N 1 N 1 1 CF) Z 1 Z 1 1 1 1 1 0 1 1 1 N ----+---- ----+----+---- CF) c i0 0 c 0 10 1LO m 2 100 00 = �_ 1 0 I 0 j0 j0 0 -------------- L R I R I I (B y"i N �_ 1(o lw N �_ In 1 1 M (O 0 0 O I V 0 In I p 1 a U 0 Q 10 1V N R 0 IIn 0) In a) N(O 10 IN wa) 1 0 O R Cl) 1 0 I V O O 1 LQ W O N 1 0 1 > H 1 to 1n H Cl) 1 I N M 0 1 0 t 0)O 10 1V N (� I LO 0) Lo a) N(0 1 O I(`! w 0) O 1 0 O O Cl) I C I V L m 1 to 10 m V 10 I (O z I� LC) M I I N M 0 ....L.... ....L----L.... � 0 0 � m m C ......... .. .. .. _ R R CB O to to O O d) 0 'd) 1` O '00 a) NIn 00 ' N N 'O '(O a) O a a c ----+---- ----+----}---- U 1 1 1 1 1 1 N 0 � 0 I N N 1n (O 1 0 I O M 00 .0 R N 0 1 0) a) R N In 1 0 1 0 0 LO L� O 1 00 00 L 0 1 0 1 0 0 O M LU p 1� LU d p 1 p 1 p 1 1 1� 0 ----+---- ----+----+---- � 1 1 1 (n > n (`no 1 m > n c io i0 ...N d) ...N N r O In 1 1n �� O) 1 0 1(O (O 1 1 1 c 0 LLa M 1 M LL d r 10 1N a) � N 1 1 1 I Cl) I 1 LO r w O R Cl) I Cl) O R 1 0 1 Cl) O O I� 1 to r O O 1 0 1 T7 N a~ 0 1� a� oM 10 1((o m 0 I- N a) U ----}---- ----+----}---- 1 1 1 L V1 p 0 1 0 O jq p Cl) 1 0 1 N +--� 0 1 I- 1` 0) 1 0 1 0(M (n R� O I to 1n R� In 1 0 I 00 (O L O 1 0 O L 0 1 0 1�p O 0 llxla T 0 IN N lL a T O 10 1N-------------- O U R 1 R 1 1 0 -2 1 I M M O Cl) 1 Cl > 10 I M Lo p �a ro 1 00 �a o i00 i(D 1; 1L o0 I LL Cl) O N a) U ----+---- ----+----+---- o0 00 00 1 0 1 - m "0 N I(o w N N 10 I0M 't C 0 I to 1n 0 Cl) 1 0 I 00 M CB U 1 0 O U) O 10 1 p O N 10 O O 10 I O C'M J I I I N CB 1 1 1 LO LO Y i0 O 0 io io °) O +d+ O 1(o fO O M l 0 I(`n co o 0 N 1 0000 1 1 1 N N N 1 0 1 c0 ----+---- w ----+----+---- C O 1 0) FLO O V 1 p 1 Lo 0) W O 1r 0 coo IO 1� cq CO c z I 0 zN 0D----+----}---- 10 04 N (7 11n +' (9 c 10 10) 0 L N ON N (M O Cl! (O \0 0 I V 0 0 :0 :0 O W 0 a 0 O 0 . O R O a w L � 0) w ' CB 0 F M > Ln 0 rn N O M Cl) Cl) N 00 .N N N 0 .00 .M 0 0 '0(O 0w 0 V ;0 '� a)00 LQ 1�0_ U Cl) o - In 1n M .N co LP ----}---- ----+----}---- 1 1 1 C) 1 1 1 0 1 0 1 1 N 1 N 1 1 CF) Z 1 Z 1 1 C) 1 1 1 N ----+---- ----+----+---- � I I I CF) c io 0 c 0 10 1LO m 2 100 00 = �_ 1 0 I o j0 j0 0 L p I N I I -------------- co y"i N �_ 1(O lw N �_ In 1 1 M (O 0 0 O I V 0 In I p 1 a U 0 Q 10 IV N (4 0 1 to 00 In 00 N(O 1 0 1 N wa) 1 0 O N Cl) 1 0 I V O O 1 LQ W O N 1 0 1 > H 1 to 1n H Cl) 1 I N M 0 1 0 t O)O IO IV N U ILO 00 Lo 00 N(O 10 IN (Oa) O 1 0 O O Cl) I C I V L m 1 to W m Nt 10 I (O z IL) LC) z (1) I I N M O ....L.... ....�....�.... U) 0 O O 0 O O � U .o o U o O m o o m C ......... .. .. .. CB ° t .In a O N 0 to 00 L H 00 . 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(O 0 N N I V a N O 10 10 0 1 1 1 1 .`.... -`----`---- 0 U N U w C) cc, C ° o R ° W L aa) o'cu ° o 0_ 0o U It ,L cli LO 0 rn N O 0) C N O O N O 'O 'O O Q 0 0 0 .0 .0 0 O .6 .6 O (� N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c O1 F�� c 0 10 10 0 U 0000 O 10 10 0 -------------- 00 00 0 o :0 �0 O U N N U 0 '0 '0 0 (4 N N (6 O O O O O 00 00 O 0 10 10 O > H N N H 1 1 C ---- ----+----+---- N In LO N I I O O N N 0 0 10 10 O U O_ N N O_ O 'O 'O O L m 00 00 m 0 10 10 O Z N N Z I I 0 .... ....�....L---. � 0 0 � m m (4 (4 (� O 0) O 0 No :0 O L F- Cl) Cl) F- 0 10 0 O N LO 0�0 0�0 LOO O O O LL O O O .O .O O O a a c ---- ----+----+---- U ' ' 1 1 0 � Cl) M � 0 l 0 l 0 O r� 000 c r 2 O 'O 'O O 1 1 4 O LU 0 o LU 0 '0 '0 0 0 ---- ----+----+---- 1 1 to > n > n 0 10 10 0 N N 0 0 0 O 0 N o 'o ' - o 0 d N ---- ---+----+---- C 1 1 0 0 W O w M M O w 0 'O 'O 0 O) 07 O O O O 0 d 0 0 d 0 10 10 0 I 1 L jqO N N j5O 0 10 :0 O (n M M 0 10 10 0 r 0) 07 r 0 O O O 0 llxl a T O 0 llxl a T O l 0 l 0 0 -------------- - U 1 1 2 1 1 L 0) 0) 0 : :0 0 O >O >O 0 l 0 l 0 O O �aa 0 �o �o 0 U LL LL 0 10 10 0 1 1 I I 00 00 0 10 10 O 0 N N 0 0 j 0 j 0 0 CB U) O O U) O 10 1 0 O (V J O 0 0 10 10 0 M ' ' CB Cl) Cl) ' ' Y 0 LO L O 0 10 10 0 N U +O_+ U 0 :0 :0 0 (n O 10 16 G 1 1 I I 0 LO LO0 W 0 N N 0 0 j 0 j 0 0 Z Z O Io Io O co 04 0 I o I o 0 U N --- -------------- O Cl) Cl) N C� o i o i o 0 N O O 0 10 10 0 0 0 N N W 0 N °a o R 0 ) 5 . °o . R W = o cu O = o s O O F U E U O E U 2 > .� O O M > > LO 0 00 rn N O C N O O N O O O O Q 0 ° 0 0 .0 .0 0 O .6 .6 O (� N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) z z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c O1 F�� c 0 10 10 0 U 0000 O 10 10 0 -------------- 00 00 0 0 1 0 1 0 O U N N U 0 10 10 0 (4 N N (6 O O O O O 00 00 O 0 10 10 O > H N N H 1 1 C ---- ----+----+---- N In LO N I I O O N N 0 0 10 10 O U p N° N O O 1 0 1 0 O L m 00 00 m 0 10 10 O z N N z I I 0 .... ____L----L U) 0 O O 0 U 0 0 U � o 0 m 0 0 m m m o m o 0 No :0 O L F- Cl) Cl) F- 0 10 0 O N LO 0�0 0�0 LOO O O O LL O O O .O .O O O a a c ---- ----+----+---- U 1 1 1 1 0 � Cl) M � 0 l0 l 0 O r 000 c r 2 O 1 0 1 0 O 1 1 4 O LU 0 o LU 0 '0 '0 0 0 ---- ----+----+---- 1 1 to > n > n 0 10 10 0 ...N ...N 0 0 0 O 0 N 'o 'o 0 d N ---- ----+----+---- C 1 1 0 0 w O w M M O w 0 1 0 1 0 0 O) 07 O O O O 0 d 0 0 d 0 10 10 0 I I I 1 L V1 O N N V1 O 0 10 :0 O (n M M 0 10 1 0 0 r 0) 07 r 0 O O O 0 llxl a T O 0 llxl a T O l 0 l 0 0 -------------- - U 1 1 2 1 1 L 0) 0) 0 1 0 1 0 O >O >O 0 l 0 l 0 O O �aa 0 �o �o 0 U LL LL 0 10 10 0 1 1 I I 00 00 0 10 10 O 0 N N 0 0 j 0 j 0 0 CB U) O O U) O 10 1 0 O (V J O 0 0 10 10 0 M I I CB Cl) Cl) 1 1 0 0 O Y LO LO 0 °) 0 0 10 1 0 0 N U U 0 �0 �0 O N N 0 'o 'o 0 0 = ---- = ----+----+---- LO LO I I W x LO H w x o io io 0 w 0 N 0 0 1 0 1 0 0 CB N 0 Z o0 0 z 0 j o j o 0 U 0 O --- O ----+----+---- (V 1 1 0 M M V (� 0 1 0 1 0 0 L LO LO 0d) L O 10 1 0 O N N 0 10 10 O > 0 p U U w 75 +4) °a ° `° +d+ °a cu U U 0 ~ U 2 .> .� ~ M �9 LO 0 rn rn N O 0 0 0 O O C N o O N O 'O 'O O Q O V a O 0 .0 .O 0 d) O O O O � N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c c 0 i0 i0 0 U ? v U o io io 0 0 0 O 10 10 0 � L Ip Ip I I 0 0 o- 1 0 0 10 10 O U `n Un U 0 10 10 0 o v o 0 10 10 0 > H N N H 1 1 C ---- ----+----+---- N O O N I I 0 0 � � 0 0 10 10 0 O O O O r� O_ O �O �O O m V 't m 0 10 10 O y z N N Z I I 0 .... ....L....L.... � 0 0 � m m (4 (4 (� O 0) O 0 No :0 O L F- N N F- 0 10 0 O N � OO1 � � O �O O O LL O O O .O .O O O a a c ---- ----+----+---- U 1 1 1 1 0 � N N � 0 l 0 l 0 O L 00) � L 0 10 1 0 0 1 1 4 O LU 0 o LU 0 '0 '0 0 0 ---- ----+----+---- co to > n > n 0 1 10 1 10 0 ...N ...N 0 0 0 O 0 N 'o ' - o 0 d N ---- ---+----+---- C m co I I 0 0 W 0=° V 04 0=° 0 10 10 0 O O 0 j o j o O 0 d d 0 10 10 0 I I I 1 L V1 O Cl) Cl) V1 O 0 10 :0 O +--� N N 0 10 10 O (n (4 V (4 0 10 1 0 O X<L O O X d 0 1 0 1 0 O l 0 lL T lL T O 0 l 0 O -------------- - U 1 1 0 2 1 1 L 0) 0) 0 1 0 1 0 O >O >O 0 l 0 l 0 O O �aa 0 �o �o 0 U LL LL 0 10 10 0 1 1 I I c v 0 10 10 O 0 N N 0 0 j 0 j 0 0 CB U) O O U) O 10 1 0 O N J O 0 0 10 10 0 M I I CB Cl) Cl) 1 1 Y 0 0 O 0 1 0 1 0 0 N U cq � +�_+ U 0 �0 �0 0 1 1 I I 0 0 W O 0 6N1 N O 0 0 j0 j0 0 z 06 06 0 Z O 1 0 1 0 O CO O 0 10 10 O U 04 (� I I p ---- v ----+----+---- � � 1 1 O N N C9 0 0 N 0 0 :0 :0 0 (9 o 10 10 0 L L 0 0 a) 0 N N 0 0 10 10 O 1 1 0 V y y W 0 _ _ a� O R 0 W = o = o 0 F U CO U 0 E U x > .� M > LO 0 0 LO rn N O rn 0 '0 0 0 C N O O N O 'O 'O O G 0 N 0 0 aNj 0 O .O .O O Q U 0) v U o 0 0 0 Cfl N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c c 0 i0 i0 0 U ? v U o io io 0 0 0 O 10 10 0 � L Ip Ip I I 0 0 o- or 0 o '0 '0 0 U `n 'n U 0 1 0 1 0 0 o v o 0 10 10 0 > H N N H 1 1 C ---- ----+----+---- N O O N I I 0 0 � � 0 0 10 10 0 O O O 0 r� O_ O �O �O O m V 't m 0 10 10 0 y z N N Z I I 0 .... ____L____L U) 0 O 0 0 U 0 0 U � o 0 m 0 0 m m m o 0 0 No :0 0 L F- N N F- 0 10 0 0 N LOOO1 � LOO �O O O LL O O O .O .O O O a a c ---- ----+----+---- U 1 1 1 1 0 � N N � 0 l 0 l 0 0 r� 00) a) r 0 10 0 1'0 0 4 O LU 0 o LU 0 '0 '0 0 0 ---- ----+----+---- CF) 1 1 to > n > n 0 10 10 0 ...N ...N 0 0 0 0 0 N 'o 'o 0 d N ---- ----+----+---- C I I 0 0 wC 0=° V 04 m co 0=° 0 10 10 0 O O 0 j o j o 0 0 d d 0 10 10 0 I I I 1 L jq O Cl) Cl) j5 O 0 10 :0 0 +--� N N 0 10 10 0 (n (4 V (4 0 10 1 0 0 <L O O X d 0 1 0 1 0 O X l 0 l T l -------------- - T O 0 l 0 0 U 1 1 0 2 1 1 L O O 0 '0 '0 0 >O >O 0 l 0 l 0 0 O �aa 0 �o �o 0 U LL LL 0 10 10 0 1 1 I I c v 0 10 10 0 0 N N 0 0 j 0 j 0 0 cu U) O O In O 10 1 0 O (V J O 0 0 10 10 0 M I I CB Cl) Cl) 1 1 0 0 O Y 0 10 0 10 Ib 0 0 1 0 1 0 0 N U cq cq U 0 �0 �0 0 N � N 0 'o 'o 0 0 = ---- = ----+----+---- I I N o o w x 0 i0 i0 0 Ci 0 zz o i o i o 0 w 0 zz � co 0 O O 0 io io 0 U N ----+----+---- O ---- O N 1 1 0 0 0 ' 7 U u0i 0 7 U 0 :0 :0 0 L L +L+ +L+ O 1 0 1 0 O 0 N N N N 0 10 10 0 1 1 0 O :::: O :::.�....�.... o (.) tU tU 7v -0 'a ?I o LL1 +�+ °a O R S o Y R cu U O ~ �j 2 .> .� ~ U cp cli LO O LO rn N O O N -I N 0 .0 t O O O O 0 .0 .N N 0 '0 rn ci 1 1 LP 0 1 1 O O 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � � N N O I I O I 1 N N = Cl) Cl) It= O 'O 1 0 0 O 0 U N N U O 1� 1 00 Or 0 O O O 10 I L I I o6 Ib ----+----+---- O N 0 O O 10 1 Cl) Cl) >> U d) U 0 10 I N N d) O 10 10 O (4 (4 0 1 0 1 d) � F- 00) a) F O I O I 1 a 1 N 0 0 N I I LO LO U O O1 O O 0 j 0 j 0.2 O 0 m V m j0 1— Z Z I I— O .... ----L----L---- � 0 0 � m m CO In_ (O (O O 0 :0 N 0 Cl) Cl) 0 '0 'N N N N N O 00 O ' [L O O 0 �0 ' O a c ---- ----+----+---- U ' ' w In (0 m w In 0 I o I d) w O N M co N 0 l 0 I O M O co a L 2 co N L 0 0 D OO O o co N x o o Ix 0 10 1 � 1 1 O ---- ----+----+---- CD N N > n > n o io ioC\l 0 p) O =a =a 0o I0 Ic v CB (n tL tL 0 d N ---- ----+----+---- E m im 1 1 In Lo LLJ o o rn m o 0 0 10 10 v N N O O 1 10 Ib O a 0 o a 0 10 1" v 1 1 L V)p 0) O) j�O 0 l 0 1 N N (n �� LO LO �� o '0 '00 00 r N N r 0 0 0 o O Ixa T 0 o xa T 0 10 1 U N N 1 1 -O ---- -O LU ----+----+-- — -- 1 M L N N — 0 1 0 1 co1(O (O >O >O O 10 l 0 O o io i000 U LL LL o Io Ic v 1 1� ---- ----+----+---- 1 I 0 0 0 10 I a) w N O O N 0 10 10(M OM c O o o O g 10 1000 00 J N 3 O O O I O I� N 1 1 CM L ---- ----+----+---- CB I I (D lw 0 :0 C, 04 O Y d O M Cl) O O O N = U M M = U 0 10 Irn m -a fA (o w N o I o I o 0 1 1 1 I w x °° °° x o 1 -o 1 w O rn m O 0 10 1�_ Z Cl) Cl) Z I I (u In 1n 0 10 10 O U ---- ------------- I I O N N O LO � y O o io i o Cl)L O O (o (o O o :0 \O N ,0 0 o O o 10 10 0 rn V .. 'a ..:p::::p:::: O N d d w += 0 _ m 0 _ a E� 0 W ? = 0 o = o 0 F U E U O E U 2 > .� O O M > LO O N LO N O 0) N —I N 0 .0 t O O O .O O O N N. Q 0 r` O 0 .0 rn ci 1 1 LP 0 1 1 O O 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 N ---- ----+----}---- � � N N O I I O I 1 N N 2 O Mo It 2 0 10 1O0 00 U N N 0 O 1C? 1 00 Or 0 O O O 10 I L I I o6 Ib ----+----+---- O N 0 O O 10 1 Cl) Cl) >> () d) () O 10 I N N d) O 10 10 O (4 (4 O 1 O 1 d) >; O IO I� a 1 1 N 0 0 N I I LO LO U 0 O) 07 O O j 0 j 0.2 O 0 m V m jO 1— Z Z I I- O .... ____`---- `---- U) 0 O O 0 O 0 0 O � o 0 m o o m C .. .. .. .. m m o ro m o O No No O L F- Cl) Cl) F- O 10 .N N LO N LO o � vN ; O O O 1- O U I 1 w In ro m w In O 1 0 1 d) w O �N Cl) Cl) N O 10 1O(M O co L N N L 2 0 0 0 0 O O w a o o Iu a O 1 0 1 � 1 1 O ---- ----+----+---- 1 1 N N > n > n 0 10 10 0 N 'a�� 'a�� 0 0 t v cu N Iia Iia O iO �� r d NC ---- ----+----}---- C 01 la) O 10 j N N w O N LO In O N O I O I N N 0 O O a O o a O 10 Ir I I 1 1 L V)p 0) a) j�O O 1 0 1 N N LO LO �� g 10 1O0 00 r N N r O O 00 0 O Iua T O o xa T 0 10 1 U N N 1 1 -O ---- -O LU ----+----+---- 2 1 1 - 0 ID Io 0 O 1 0 1 0 O 0 1 00 I N N O Iia Iia U 1 1 1 I 0 o O 10 I a) w N O O N O 10 1O(M OM c O o o O g ID 1000 0O J N 3 O O O I O I� N 1 1 CM L ---- ----+----+---- CB I I (D lw 0 0 Y O M Cl) 0 0 1 0 I r r N 0 (n ai 0 O :o rn m N ro w O = ---- = ----+----+---- I N x oo ao w x O 10 1 t v LLJ O 1 0 1- I w _ 0 0 M M O 0 0 CO? �2 (u In 1n O 10 10 O U O ---- O ----+----+---- 1 1 O cV 7 O 0O)i � 7 O o 10 1� Cl)o L 0 L O (O (O L O O O 04 N O 0 N O 10 10 0 1 -`- -`- O .. O 0 U U 0 'a 0cu : o U ti i+ U 0 ~ �j 2 .> .� ~ cli 2 LO 0 M LO N O r` 0 0 0 0 0 0 0 0 Q 0 O N 1-N 0 0 .0 .0 0 O .6 .6 O (� N N 1 1 0 1 1 U 0 1 1 N N 1 1 CF) z z 1 1 � 1 1 0 1 1 N ---- ----+----+---- � I I c rn m c 0 i0 i0 0 U ILO LO n Un U o io io 0 0 0 O 10 10 0 � L Ip Ip I I +--' N �_ I- 1` N 1 1 0 (O w 0 O 10 10 O 0 1 0 1 0 0 (p N LO 00 N O �O �O O O M M O 0 10 10 O > H N N H 1 1 C ---- ----+----+---- N I- r N I I 0 0 (O 0 0 10 10 O UT7 U 0 10 10 0 U o LO LO 6 0 'o 'o 0 L m cl M m 0 10 10 O z N N z I I 0 .... ....L....L.... � m m CO O N N O 0 No :0 O L F- N N F- 0 10 0 O N LO 0�0 0�0 LOO O O O LL O O O .O .O O O a a c ---- ----+----+---- U 1 1 1 1 0 � N N � 0 l 0 l 0 O r� 000 c r 2 O 'O 'O O 1 1 4 O LU o o LU o 'o 'o 0 0 ---- ----+----+---- N ' ' N Cn >N >N 0 10 10 O 0 N 'o 'o 0 d N ---- ----+----+---- C m co I I 0 0 W O w ItCl) O w 0 1 0 1 0 0 O1 O) O O O O 0 d 0 0 d 0 10 10 0 I I I 1 L V1 O Cl) Cl) V1 O 0 10 1 0 O (n Cl) Cl) 0 1 0 1 0 0 r 0) O) r 0 O O O O llxl a T O 0 llxl a T O l 0 l 0 0 U 1 1 0 -------------- - 2 1 1 L 0) 0) 0 1 0 1 0 O >O >O 0 l 0 l 0 O O �aa 0 �o �o 0 U LL LLo Io Io 0 1 1 I I rn m 0 10 10 0 0 N N 0 0 j 0 j 0 0 CB U) O O U) O 10 1 0 O (V J O 0 0 10 10 0 M ' ' CB (D w 1 1 Y 0 N N 0 0 10 10 0 N U � � +O_+ U 0 :0 :0 0 0 y L2 L y O 16 16 G 0 04 O ---- w ----+----+---- LO I I 0 0 W 04 0 0x 0) � 0 0x 0 10 10 0 W ' O z co co O z o i o i o 0 U o io io 0 -------------- 0 N C� N C�0 LO LO 0 o i 0 i 0 0 PI) :0 00 00 O O O O N O O o :0 :0 0 VI LV ----�----�---- 0 LL W 0 cy o W LLcu a 0 R J = o = s o 0 F U 00 U 0 E U 2 > O O M > LO 0 LO rn N O r` o 0 0 0 0 0 C\lC\l0 0 0 0 Q 0 O N 1-N 0 0 .0 .0 0 O .6 .6 o (� N N 1 1 0 1 1 O O 1 1 N N 1 1 CF) Z Z 1 1 � 1 1 0 1 1 CN ---- ----+----+---- � I I c rn m c 0 i0 i0 0 U ILO LO n Un U o io io 0 0 0 O 10 10 0 � L Ip Ip I I +--' N �_ I- 1` N 1 1 0 (O w O O 10 10 0 0 1 0 1 0 0 (p N LO 00 N O �O �O o O M M O 0 10 10 0 > H N N H 1 1 C ---- ----+----+---- N I- r N I I 0 O ( O 0 1 0 1 0 0 UT7 U 0 10 10 0 U o LO LO o 0 10 10 0 L m M M m 0 10 10 0 y z N N Z I I 0 .... ____L____L U) 0 O o 0 U 0 0 U � o 0 m 0 0 m In- N N 0 :0 :0 0 N D 0N0 000 0 0 0 0 00 00 N O O O O [L O o 0 �0 0 O O a c ---- ----+----+---- U 1 1 1 1 O � N N � 0 l 0 l 0 0 r 000 c r 2 O 1 0 1 0 O 1 1 4 O LU 0 o LU 0 '0 '0 0 O ---- ----+----+---- M 1 1 N Cn >N >N 0 10 10 0 0 N 'o 'o 0 d N ---- ----+----+---- C m co I I 0 0 W O w ItCl) O w 0 1 0 1 0 0 O1 O) O O O o 0 d 0 0 d 0 10 10 0 I I I 1 L V1 O Cl) Cl) V1 O 0 10 1 0 0 (n Cl) Cl) 0 1 0 1 0 0 r 0) O) r 0 O O o O llxl a T O 0 llxl a T O l 0 l 0 0 U 1 1 0 -------------- - 2 1 1 L 0) 0) 0 1 0 1 0 0 >O >O 0 l 0 l 0 0 O �aa 0 �o �o 0 U LL LL 0 10 10 0 1 1 I I rn m 0 10 10 0 0 N N 0 0 j 0 j 0 0 cu U) O o U) O 10 1 0 0 (V J O 0 0 10 10 0 M I I CB (D w 1 1 0 0 O Y LO LO O N N O 0 1 0 1 0 0 N U � U 0 �0 �0 0 N � L N 0 'o 'o 0 O 04 = ---- = ----+----+---- I I N LO m x w x 0 10 10 0 W N O `� O o 10 10 0 0 z ro 0 0 z cu U I I o jo jo 0 O O ---- O ----+----+---- 1 1 O C� 3 (7 o 10 10 0 0 0 L L 00 00 LLO LO 0 O 10 1 0 O 0 vI �". IL' _ �". IL' 0 10 10 0 O .... O ....�....�.... 0 LL- tU tU 0 � 'ao W V ram+ 0) p R ra! 0 5 a Y R cu J U O ~ m �j 2 cy U Co cli 0 Ln Ln rn N O LO LO M M 04 N V .0 N O 'O 'd) 0 0 Cl)00 .0 1-00 0 0 .0 '(M M Q U LQ .o W U o o rn m (� N N LO LO LP ----+---- ----+----+---- 1 1 1 0 1 1 1 0 1 0 1 1 N 1 N 1 1 CF) Z 1 Z 1 1 0 1 1 1 N ----}---- ----+----}---- CF) (D i m 0 io 1 a w 2 N I N x O I O 1 0 M 0 M I I I O O (O U °0 1 00 U 0? 1 0J 1 m O o 0 1 0 o Io 1 Qj L I I I- (O (o + N �_ LO 1 LO N 1 1 0 0 (O Ip (O 0 O Ip I V U I- 1 0 r U 0 I00 1 00 00 (4 N 1� LO (4 0 �0 'N N O N 10 W O 0 10 1Lri� L6 > H N 1 N H 1 1 C ----}---- ----+----}---- N LO I LO N I I 0 (O I (O 0 O 1 0 1 O U 1 U O Io 1°r ao U NV 1 Nv 0 ID IN N O_ LO 1 1n O 1 I yam-+ m 1 m O 10 10) a) Z (`I I N Z I L6 Lc; 0 ....L.... ----L----L---- 0 0 � o 0 � m m C ......... .. .. .. CO O In O In O 0 :0 'co co L H V 0 LO � O .O I r r 'LO LO N LO 00 0 00 LO 0 0 00 00 LL 2 O 1 O O 2 O O O a a c ----+---- ----+----+---- U 1 1 1 1 1 I N N 0 �`n c 10 v �`n 0 10 Ioc o f 0 N N O O L 00 O 00 L 0 j O :0 00 00 cq x o 10 o x o I o I oo ao � 1 1 LU 1 0 ----1---- ----+----+---- 1 1 1 0) 1 0) 0 1 0 I V a N (n >N 1 >N 0 l0 LO LO 1 0 1 0 '00 00 0 •N lLa ' [L 0 'O '; d N ----+---- ----+----}---- E 10 F Cl)a p o 1 1 0 O W LO 10 LO 0 10 IN I C4 Do o DO q I Q 1 00 00 0 o Io o a 0 10 1— -------------- 1 1 1 L V1 O Cl) 1 0 Cl) jq O 0 l 0 1 0) O) +--� In 10 1n 0 l 0 I O V O (n (4 00 1 0 00 (4 0 1 0 1 00 00 L 00 1 O 00 L 0 10 1 OO OO 0 LU T o Io o LU o ID 1� o�i U 1 1 1 N 1 1 10 0 L 0)0 - 1 0)0 - 0 1 0 1 N 1n > 1 > 0 1 0 I N N 0 i0 i06 Oro tL 1 tL o I D 1 U 1 1 1 ----}---- ----+----}---- I 1 I c 1 FW 0 10 1 a wN (0 I N 0 1 0 1 0 0 O0 NOI 0 O100 00 OOJ 0 0 o j(q CR M II(D ' 1 1 0 10 Ir r ++ O N 1 N 4� 0 0 1 0 1 r r N r 1 r 1 1 1 O 1 0 1 0 O 0 ---}---- w ----+----}---- 5 0 r 1 Fl- 110 W r_ 0 I 0 0 10 1m 0 I I(U (0 0 10 10 O 1 1 ----+----+---- 11O04" (9 In 10 ' (� 0 10 1((O w 'L 0 r_ M 10 '00 � r_ M 00 '00 'O O 04 V 'o 0 0 'o 'o 0 W 0 O R W c3 = o = o 0 cu U ti `o a ~ E U x :> :� ~ M > LO 0 co LO rn N O O LO LO Cl) Cl) N V .0p � N O O d) O Cl)00 .O Cl)00 O 0 .0 cM M Q U L :o W U o o LO m (� N N LP ----+---- ----+----+---- 1 1 1 0 1 1 1 0 1 0 1 1 N 1 N 1 1 CF) z 1 z 1 1 0 1 1 1 N ----+---- ----+----+---- CF) (D i F O io 1 a w 2 N I = O I O 1 0 M 0 M I I I O O (O U °0 1 U 0? 1 0J I O(Oj o O o 0 1 o Io 1 co +--� N a L 1 N 1 1 0 C O (O Ip O O Ipr 1 00 ` U 0 1 0 1 00 00 (4 N It 1� 0 (4 O �O 'N N H N LQ 10 W O O 10 1 0) a) 1 N H 1 1 C ----+---- ----+----}---- N In I 10 N I I O (O I (O O O 1 0 1 O U I r U O 10 l0r 00 U N V 1 N I I N N O_ In 1 1n O 0 D I I yam-+ m � 1 W m O 10 101 a)z (`I I N z I I U) O O p O O p U p O U � o 0 m o o m C .. .. .. .. .. n m c :o v F- o :o ', m N D O O O N N N � 00 O 00 N O O O1 O� ' [L O 1 O O 2 O O LO In O a r- ----+---- ----+----+---- 1 1 1 U N N LO I p In N In p I p I N N O N V 1 0 N O 1 0 1 0 V O, -0 O O L2 00 �0 ao L2 O �0 j00 00 N x a O 10 o x a o 1 0 1 00 00 0 1 1 LU 1 LO 1 1 1 CN N >`n i >`n o 10 10 0 0) lL 0- 1 lL a O 10 1 In 1n cu 1 1 1 dN ----�---- -------------- Cl)M 1 0 O I O I O O W 0 (4 Ill 1 0 In O (4 O I O I D f0 2� 0 �0 a°°0 2� 0 �0 co)) Cl) O a O 10 o a O 10 1oii LO 1 1 1 L V1 p Cl) 10 Cl) jq p O 10 I a) a/ y-+ �� In 10 In O 10 10 V O� (n (4 00 1 0 00 (4 O 1 0 1 0 0 00 m E 00 1 0 00 L O 10 I O p 00 U LU T o I o o LU > 0 j 0 I O0i Oai 1 1 1 L � 1 1 1' a) — 1 a) — p I p 1 0 O 0 1 0 O 10 10 00 m 0 'M Cl) O Iia 1 Iia o Io 1oii gi U 1 1 1 c 1 [a) O 10 1 a) w N (O I N O 1 0 1 0 V O O NO I O 0 10p1 00 OOCO p O 0 (O (O M J10) Oi L ----+---- ----+----+---- cu ' I I 1 0 1 0 1 Cl) t- o) N O co N 1 N O O 1 0 1 r- r r 1 r p I p I p O O 0 1 1 1 I I I W x i w x o 1 0 1 1 W O I O 0 I0 ID G cB 0 z (6 i 0 z O j 0 j 0 0 U 0 - I I I I 1 1 O O V (7 LO 1 o LO V C� o 1 o i((O m L N i U( 0 1fO i o o 'o o O O N 1 0 N O 10 10 o C 04 1 1 1 O O .r.... O .�....�.... , 0 O U U w > � m : o W ld) O o 3 is N O ,a Y R Q W c3 > o o o O U a) cli LO 0 r- LO rn N 0 Q O o .0 O o O O O rn z m o O (� o � H N O O O 'O -0 m aj o .o 0 a) > ILc� U ,O m } v >, 0 ;o _� � U o co N Q O O 0 O — O O N U O 'O 0 O O (4 O ,O O- _6 (n 00 >; O O d O) � C ----i.... Q O O m 0 0 _ O 0 ,0 O U U O 'O O .O z o .o 00 U) N z U) N O O O (o m m > a 0) _ m 2 (O CO o O .0 2 0 L LO o ,o Q o N O ;O Z O ,O C0 ----i"" - O p 000 0 = (0 O O ;O O O �`n O 'o r� o ;0 2 O 4 LU o ,o O cc O C ----i.... o U N uN,) O p O N to > n o •o 0 0 U O = 0 O O o 0 . 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L q O O O y fn O O X d O O O lL O O U a LL N � L N O O 'O N O 'O 0 00 .00 J N 3 O .O C'7 CB O o Y O O N o ;o 0 0 0 ^� w tq 0p 0 .0 LLJ z O O co z L o .o UN ----i a� co o 0 +�+ U 0 ;0 L N 0 o 0 > a� O 0 :-- _ co (n 2 W O O o (7 N :(7 m W C.) ++ .0 c0 W O 2 m r E U O can r U z 'z Z) ui = ui $ \ % / § § A 0 0 0 0 _ ---- ---- � o 0 < ) ) ƒ ---- ---- k » 0 0 » 0 0 0 3 3 \ ---- ---- \ 8 - 8C\l - 6 0 0 G F- ---- F- co ---- ) 0 0 ) 0 0 ® k k £ ---- ---- \ § § \ j j 0 2 / / a 7 2 2 A 2 2 A $ e e \) ) o o \� o 6 � ---- ---- \ P P CV) 7 /2 /2 0 / ---- ---- co \ (1) 02 02 / \ ) 0 0 )2 0 0 E 2 0 / LU \ k LU \ k ---- 2 ) 2 2 0 / /) % / LL § § Q 0 0 0 \ # E E / ■ = o ---- ---- � § § \ ■ 0 2 ---- ---- 2 @ o o ■ c ■ E E e .. 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w W 0 a) :� N a°'i : E� : m R Wm ' N CO U Q �U ; oa ; ~ U N cn Q O ; CO � LO 0 rn N a w 0 0 0 0 .0 .0 00 0 0 Q C) O O ci N N ----+----}---- 1 1 0 1 1 1 1 N N 1 1 SZ CF) Z 1 1 0 1 1 N ----+----+---- I I LL C I 10 Fib = j j0 O o cp 1 10 0 10 1 a `o 0 U 0 10 10c Oa m o Io 100 0o 1 I N O N O L T O 'O 'N N '6 S= ----}----}---- 0 N 1 1 J 0 1 I N N O C) 1 l0 00 U 0 1 1 0 0 0 0 O L m 1 I N O N O Z 1 I N N O N U 0 N U 0 s= mo IL 0 0 :0 :0 0 = n o 0 0 0 o ;o ;0 0 -------------- O a U I I 10 10 O N O n 0 10 10 O � r� O l O l O O M xa O 10 10 0 4 O W I I 0 ----+----}---- 0 1 1 n M N >N 1 1 c 0 CO f LLL[L 1 1(1) 1 1 C 1 1 0 :0 :0 O w 0 N 0 10 10 0 � 0 o :o :o O 0 a 0 10 10 0 - 1 1 0 I0 I0 o N L w0 1 1 p N m� 0 10 10 0 xa 0 jo jo 0 0 w 0 j0 10 0 0 U a ----+----+---- _ LL L >0 1 1 � 1 1 O L[L 1 1 U 1 1 ----+----+---- I I 1 1 O O 0 1 10 O N cu U) I I O O N 1 10 O E N M ----+----}---- Z O CB 1 1 Y i ion oa N 1 00 100 00 C w _ 1 Z 1 U :0 O •� d ---- ----1---- rn rn Q a a� 0 V (7 0 1 0 i o c — �_ W E L 00 0 10 1000 000 •� C i+ C L W ...: 0 O 0 O Ccr tC LLI +r w_ Q ° W a w= _� Emo=w ;.�Qm ra) ' = 0 o oCL o .�co U . a ~ O O U 04 � O O a C cd 00 06 Ci IL $ \ % k A e � � < ƒ k E o % \ 6LL � \ 2 2 & \ 4 7 _ 0 LL / 5 § ® ( - \ I j = 2 / \ f 3 _ $ 6 g 4- \ \ % \ ) � \ f 2 L 2 \ / � / \ CL — � � } e _ / O 9 \ \ \ \ m = z z z o a \ \ 2 L L \ � & & E o \ 7 \ 7 0 $ \ \ cr 2 \ LU � LU 0) i k > k q O 0 chi � LO 0 M N � o � go N al al CDO O al O D 00 O O O 00 O O O O O O O O O O O � w+ u se � o m x �o N N O O K O M M � ti 01 CDCDCDC, �+ M � 00 �j N 000 O h h 0 M N N 0 0 � �� O U 00 N 0 lu 15 � w p Z o o w C, o A .w .wZ xZO0 U w o ct w v� ° u , U o m + ° o U U U o i ai o w C7 U U UIt m W x A O C) O ON O CO M O O hcut 2 u p ro OU o F 4 4 � II II a II � o ;:4 � � w = Zu 'a '� '� '� � ° P P d a FF o o U U o u own i U o 0 0 V F� o o .0 3 � '� t U U .a ao�na x c7 w w w Z Z N ° c� ° W '" O O O O Ow NN O w N Vl O x a oUU o �l U ° U U U F• a a x > > > > U > > > > w > > > w [� Z ay yaC COCOA y W S ~ ai 0 E U U Z Z .a E v x x x x x Z x x x x n x E x x Z x U x 0 _a. .a LO 0 rn N (3) 0) Ln N O_ N � O O U kD Ln O kD Ln r-I I< N� O ri � MI N M L vi a Q O v r�-I 001 l00 O^ Ln v � 0 N Ol N Ln N kD r-I M N a m � ro E ro U -a 0 c a O � O_ Ln 00 O +� 00 M 0l N 0A ++ f0 of r-I r, O L c \ E r-I 00 r-IU O O r_ n O r-I ++ O r-I M p 4- N 0 7 ro U c E s c� O w U t0 -tt kD 'in u p Q U O � N of U O r4 0 E t0 M +�+ O r_ E N v � O -v2 O O E •ul C g a O N W E O O O W O O O N - U1 t w O LL -0 ON O E W CL ++ 1 O 0 kD a)N 00 N ?� 0) 0) Q 7 y r-I l0 ri 00 �n 0_ 0 M E N = 0 r OL C N O O O � 'a Q of N -a a) 7 O in co Ln U a) E Il 00 N +�+ U L L 0 E of M O0 l0 M V) t O W C O 00 r-I 7 N U1 U M N O x ++ v O o L 0_ U z aQ o 3 Y O 0) r-I v v 0 c U O O O f0 N .0 O O a `n N ° rn O +' E Z a O_ io U s w f0 L M •• O O Appendix E Special Status Species Lists Page 2965 of 4165 4 g L UI f91/r�f rY, Selected Elements by Common Name ®° California Department of Fish and Wildlife poi California Natural Diversity Database Query Criteria: Quad<span style='co lo r:Red'>IS</span>(Ukiah(3912322)<span style='color:Red'>OR</span>Cow Mountain(3912321)<span style='color:Red'>OR</span>Purdys Gardens(3912311)<span style='color:Red'>OR</span>Elledge Peak(3912312))<br/—span style='color:Red'>AND</span>Taxonomic Group<span style='color:Red'> IS</span>(Fish<span style='co lo r:Red'>OR </span>Am phi bians<span style='co lo r:Red'>OR</span>Reptiles<span style='color:Red'>OR</span>Birds<span style='color:Red'>OR </span>Mammals<span style='color:Red'>OR</span>Mollusks<span style='co lo r:Red'>OR</spa n>Arach nids<span style='color:Red'> OR</span>Crustaceans<spa n style='color:Red'>OR</span>lnsects) Rare Plant Rank/CDFW Species Element Code Federal Status State Status Global Rank State Rank SSC or FP fisher-West Coast DPS AMAJF01021 None Threatened G5T2T3Q S2S3 SSC Pekania pennanti foothill yellow-legged frog AAABH01050 None Candidate G3 S3 SSC Rana boylii Threatened grasshopper sparrow ABPBXA0020 None None G5 S3 SSC Ammodramus savannarum North American porcupine AMAFJ01010 None None G5 S3 Erethizon dorsatum obscure bumble bee IIHYM24380 None None G4? S1 S2 Bombus caliginosus osprey ABNKC01010 None None G5 S4 WL Pandion haliaetus pallid bat AMACC10010 None None G5 S3 SSC Antrozous pallidus red-bellied newt AAAAF02020 None None G4 S2 SSC Taricha rivularis Townsend's big-eared bat AMACC08010 None None G3G4 S2 SSC Corynorhinus townsendii western bumble bee IIHYM24250 None None G2G3 S1 Bombus occidentalis western pond turtle ARAAD02030 None None G3G4 S3 SSC Emys marmorata Record Count: 11 Commercial Version--Dated August,3 2019--Biogeographic Data Branch Page 1 of 1 Report Printed on Monday,August 12,2019 Information Expires 2/3/2020 Page 2966 of 4165 INC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... IPaC Information for Planning and Consultation U.S. Fish &Wildlife Service WaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the ,project area. However, determining the likelihood and extent of effects a project may have on trust resources typically, requires gathering additional .site-specific (e,g., vegetation/species surveys)and project-specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows(Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands)for additional information applicable to the trust resources addressed in that section. Location Mendocino County, California Nlr "'1 c Of !?V, " l 11yJ) c Local office Arcata Fish And Wildlife Office C. (707) 822-7201 Ili (707) 822-8411 1655 Heindon Road Page 2967 of 4165 1 of 16 8/12/2019,2:01 PM INC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Arcata, CA 95521-4573 Page 2968 of 4165 2 of 16 8/12/2019,2:01 PM INC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJE,,RAL5Y3GEPMJHB... Endangered species 11hiis iresouirce IlHst its for iiiinfoururnadorn4ll IIp'uurlposes oinllly aiirmd does not: coinst:iiit:ut:e ain arn4llysiiis of li iiro.ject level iiirnlpact:s. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fuiiy determine any potential effects to species, additional site-specific and project-specific information is often required. Section y of the Endangered Species Act requires Federal agencies to "'request of the Secretary information whether any species which is listed or proposed to be Misted may be present in the area of such proposed action" for any project that is condlucted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can onily be obtained by requesting an official pecies'list from either the Regulatory Review section in IPaC(see directions belov )or from the locale field office directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request ain official species list by doing the following:. 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT.' B. Log in (if directed to do so). . Provide a name and description for your project. . Click REQUEST SPECIES IL1ST. Listed species°and their critical habitats are managed by the Ecolo ica ices Pr . rarru of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric.Administration (NOAA Fisheries2). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact N 0 A.A. Il:::.ii s lheir..Je> for s pebes a dei.r t1heii.ir,f uir.ii s d'iicti_oir�.. 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing statu..js page for more information. 2. NO Il ii heiriie , also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Page 2969 of 4165 3 of 16 8/12/2019,2:01 PM IPaC:Explore Location https:Hecos.fws.gov/ipac/locafion/ZCLVP5PUCJE,,CRAL5Y3GERHJHB... Mammals NAME STATUS Fisher Pekania pennanti Proposed Threatened No critical habitat has been designated for this species. IhUP 5 Is ............ Birds NAME STATUS Northern Spotted Owl Strix occidenLalis caurina, Threatened There is final critical habitat for this species.Your location is outside the critical habitat. jjttps://ec1os.fvvs. ov/eim/sipedes/1 11123 Western Snowy Plover Charadrius nivosus r1iVOSUS Threatened There is final critical habitat for this species.Your location is outside the critical habitat. Yellow-billed Cuckoo Coccyzus arnericanus Threatened There is proposed critical habitat for this species.Your location is outside the critical habitat. �Lttps./�/ecos.fws. ov�/ec /specjesi:1911 1 Amphibians NAM E STATUS California Red-legged Frog Rana draytonk Threatened There is final critical habitat for this species.Your location is outside the critical habitat. htLp5.//ecos.fw5.gov/fcR/ ecies/2891 Flowering Plants NAME STATUS Burke's Goldfields Lasthenia burkei Endangered No critical habitat has been designated for this species. lhttp�s................ecos as .gpv/e_p/"". peciesd4: :J� Page 2970 of 4165 4 of 16 8/12/2019,2:01 PM lPaC:Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Contra Costa Goldfields Lasthenia conjugens Endangered There is final critical habitat for this species.Your location is outside the critical habitat. Ihn.Up. ../1 Showy Indian Clover Trifolium amoenum Endangered No critical habitat has been designated for this species. Ih.tt.pL3.//eco� .f�At!.>,g. v/e.c Ls:.!.Ci:e.s./ .`�.`;�. Critical habitats Potential effects to critical hiabitat(s) in this location must be analyzed along with the endangered species themselves. THERE.ARE NO CRITICAL HABITATS AT TH6 LOCATION. Migratory birds Certain birds are protected under the Migratory Bird Treaty Act1. and the Bald and Golden Eagle Protection Act2% Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below.. 1. The MigLqknQ,Rirds Treaty Act of 1918. . The Bald and GoWen Ea- of 1940. Additional information can be found using the following links: • Birds of Conservation Concern ht.t.p; rr ,,iF ,gov�bird s�rrnngeirnent�irnnaged' spe�:::ies 1bilrays....... f.... oi.nser ati o lrn.......`oink eirin...lp1 p. • Measures for avoiding and minimizing impacts to birds ht..t..p//www„fws.gov/lbIrds /rn r iryn r�/"!am . rirrie � tools k g ir g it iE c o n s e it ti a s njrr e s .. h • Nationwide conservation measures for birds htirpWwww.fws. ovhmii r�tort' lrrd s. .p.dflirrrn j agerlrneirnt/natiionwia estairndaira con seirvationirnea suires.pa f The birds listed below are birds of particular concern either because they occur on the 11:::W S.. 113tird s of C orn s erv.�tion Coin. grin (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ Ibel o w. This is not a list of every bird you may find in this location, nor a guarantee Page 2971 of 4165 5 of 16 8/12/2019,2:01 PM lPaC:Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the IE lbird at rn 1p.. iri � 1 (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found lire I ow. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON (IF A BREEDING SEASON IS INDICATED FOR A BIRD O YOUR'i_.IST,Ti E BIRO) MAY BREED I YOUR PROJECT AREA SOMETIME WITHIN THE TlIMEFRAME SPECIFIED, WHICH IS A VERY LIBERAL ESTIMATE OF THE GATES INSIDE WHICH THE BIRD BREEDS ACROSS ITS ENTIRE RANGE. "BREEDS ELSEWHERE" INDICATES THAT THE B RD DOES NOT LIKELY BREED IN YOUR PROJECT AREA.) Allen"s Hummingbird, Selasphorus sasin Breeds Feb 1 to Jul 15 This is a Bird of Conservation Concern(BCC throughout its range in the continental USA and Alaska. hh�:llecos,fwvs.gov/ecD/soecies/9637 Bald Eagle H'aliaeetus leucocephalus Breeds Jan 1 to Aug 31 This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. lhn.tt.ps://ecos.fws.gov/ecp/sp.ec.i:e. ./1...6.2..6. California Thrasher Toxostoma redivivum Breeds Jan 1 to jul 31 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Page 2972 of 4165 6 of 16 8/12/2019,2:01 PM lPaC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Clark's Grebe Aechmophorus clarkii Breeds Jan 1 to Dec 31 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Common Yellowthroat Geothlypis trichas sinuosa Breeds May 20 to Jul 31 This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions(BCRs) in the continental USA Ih.tt.pL3.//eco .f�nr!..,.g y/e. . Ls:.!.Ci:e.s.d2..(.)84 Costa's Hummingbird Calypte costae Breeds Jan 15 to Jun 10 This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions(BCRs) in the continental USA ItAps:l/ecos.fws. ov/ec ,(species/947t1 Golden Eagle Aquila chrysaetos Breeds Jan 1 to Aug 31 This is not a Bird of Conservation Concern(BCC)in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. hi ps:llecos.fws.govlec o ecies/16 0, Lawrence's Goldfinch, CarduOis lawrencei Breeds Mar 20 to Sep 20 This is a Bird of Conservation Concern('BCC)throughout its range in the continental USA and Alaska. h:ta llp .Fr .grvlcfcis1944 Lewis's Wood pecker Mdlanerpes lewls Breeds Apr 20 to Sep 30 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA and Alaska. hrtt llecp .f r . l c / cpe / 4 1 . Nuttall's Woodpecker Picoide.s nutta]hi Breeds.Apr 1 to Jul 20 This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions(BCRs) in the continental USA Ihn.ttp.5../l .r.0.5...:M. ,,99.hR.r.p/ .pea ies/9410 Oak Titmouse Baeolophus inornatus Breeds Mar 15 to Jul 15 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Ih.j:tvs....... le.c.a. ...fear. .:.g. yl . .p/ .pecie l96 C3 Page 2973 of 4165 7 of 16 8/12/2019,2:01 PM INC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Rufous Hummingbird selasphorus rufus Breeds elsewhere This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Ihn.t(.p. ../1�.�.�. ...Nr. .,,. ovdec...../s.pecia s/8002. Song Sparrow Melospiza melodia Breeds Feb 20 to Sep 5 This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions(BCRs) in the continental USA Spotted Towhee Pipilo maculatus clementae Breeds Apr 15 to Jul 20 This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions(BCRs) in the continental USA lItt�ps://ecos,fws. ov/ec ,�5pecies/4243 Tricolored Blackbird AgeiaiUS tricolor Breeds Mar 15 to Aug 10 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA and Alaska. u t 1' co; f ,. r4Q, 5pgcies/3910. Wrentit Charnaea fasciata Breeds Mar 15 to Aug 10 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA and Alaska. Probability of Presence S uu mar l The graphs below provide our best understanding of when birds of concern are most llikelly to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret thiis report. Probability of Presence (, ) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated?The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is Page 2974 of 4165 8 of 16 8/12/2019,2:01 PM INC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. Ilf there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort(I) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s)your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 04 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (.....) A week is marked as having no data if there were no suirvey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Mantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. probability of presence breeding season I survey effort no data Sf''%.:(iES //,r'+i FEB MAR APR MAY JL1N J�..,IL, �1�G'x �C�' OCT N0( DEC Allen's Hummingbird BCC Rangewide (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska.) Page 2975 of 4165 9 of 16 8/12/2019,2:01 PM INC Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Bald Eagle Non-BCC Vulnerable (This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities.) California Thrasher BCC Rangewide (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska.) Clark's Grebe ifi, "'Jo q., f[", IJ1 j li I ;"Im, of�jifj,,, t f of, 1, rto, I J, BCC Rangewide (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska.) Common Yellowthroat BCC-BCR(This is a, Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions(BCRs)in the continental USA) Costa's 1, 14��dk I I Hdairrilrigbird BCC-BCR(This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions(BCRs)in the continental USA) Page 2976 of 4165 10 of 16 8/12/2019,2:01 PM INC Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Golden Eagle Non-BCC Vulnerable 1-11-11, 14 4"l 1,41-1 "If (This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities.) Lawrence's Goldfinch BCC Rangewide (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska.) Lewis's Woodpecker BCC Rangewide (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska,) Nuttall's 1 v M"', Woodpecker 4, I�l 1',� itI (e ,NH!E�, BCC-BCR(This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions,(BCks)in the conti nenta I USA) Oak Titmouse BCC Rangevvide t! Ei (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska.) Rufous Hummingbird BCC Rangewide (CON)(This is a Bird of Conservation Concern(BCC) throughout its range in the continental USA and Alaska.) SPECIES ]AN FEB MAR APR MAY ]UN JUL AUG SEP OCT NOV DEC Page 2977 of 4165 11 of 16 8/12/2019,2:01 PM INC:Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Song Sparrow BCC-BCR(This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions(BCRs)in the continental USA) Spotted Towhee BCC-BCR(This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions(BCRs)in the continental USA) Tricolored Blackbird BCC Rangevv,ide (CON)(This is a Bird of Conservation Concern iBCC) throughout its range in the continental USA and Alaska.) Wrentit BCC Rangewide (CON)(This is a Bird of Conservation Concern gBCC) thrOUghOUt its range in the continental USA and Alaska.), Tell me more about conservation rrkeasures I can, implement to avoid or minimize impacts to migratory birds. Nationwid-e.Conservation.-Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area.When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction, is a very helpful impact minimization measure.To see when birds ird' are most likely to occur and be breeding in,your project area, view the Probability of Presence Summary. Additional measures and/or p�rm�ijs may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does lPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS..Q i r d s o f C o n s e ry a(i o n Concern (BCQ and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the.Avi a in. I.K.r.lowledg.e Network(AKN).The AKN data is based on a growing collection Of SL.Jr�t bandin,p. and citizen science ....................... ............................... d.a ta s e ts. and is queried and filtered to return a list of those birds reported as occurring in the 1 Okm grid cell(s)which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (f;;;;agfe AU requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Page 2978 of 4165 12 of 16 8/12/2019,2:01 PM lPaC:Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... Again,the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area.To get a list of all birds potentially present in your project area, please visit the A.IK.�V......Ila�.e..n. ..l.o. Y__11001 . What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Av.a.n.....IKu..7.c�.�nrll.e.d.. e.....Net�raror.k.....A( Imo. This data is derived from a growing collection of s.i.:a..irerg V::randiin , au7d cidz.en science dataset.s . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them,, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. Flow do I know if a bird is breeding,wintering, migrating or present year-round in my project area? To see what part of a particular biird'"s range your project area falls within (i.e. breeding, wintering, migrating or year-round),you may refer to the following resources The Cornell Lab of ornithoLO Al.l,.Adput Bird ,Bird. Guide, or(if you are unsuccessful in locating the bird of interest there),the Corn �l..Lab of Ornithology Neptro icall birds uu ; . If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If"Breeds elsewhere" is indicated, then the bird likelydoes not breed in your project area. What are the levels of concern for migratory birds' Migratory birds delivered through i fall into the fallowing distinct categories of concern; 1. "BCC Rangewide" birds are Birds__pf CQnservation, Concern(BCC)that are of concern throughout their range anywhere within the USA(including Hawaii,the Pacific. Islands, Puerto Rico, and the Virgin lslands); 2. "BCC- BC " birds a,rle BCCs that are of concern onily in particular Birdl Conservation Regions (BCRs) in the continental i and B. "Non-BCC- VUlnera6le" birds are not BCC species in your project area, but appear on your list either because of the Emglg_Agt requirements(for eagles)or(for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities(e.g. offshore energy development or Iongline fishing). Although it is important to try to avoid and minimize impacts to all birds,:efforts should be made, in particular,to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the.IV.a.r:t..11.h....ea.5:t....0.ceain......Data.. lP.a.rtral..The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately,you may download the bird model results files underlying the portal maps through the.NOA�;.....N C 1�.: .....l..n.te.grative Statiistiical Modelling wind Prediictiive M�ap.p...ri..;....c�.:(................................................................r.d. 1l.)ist::ribt.itiions and Abi mciance on the Atlantic Outer CorntinentM .. Shelf project web a e. .............................................................................................................................................................................................................................................................................................................................................................................................................................. ................ Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, Page 2979 of 4165 13 of 16 8/12/2019,2:01 PM lPaC:Explore Location https:Hecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the.C:)..ivi.u..7..g....G .iird....'t.k.,.d..y and the i2.a..n.g ... str. dies or contact-C a.I.elb.. Spiegelor III.«,�.I�:�.....Iori..ng• What if I have eagles on my list? If your project has the potential to disturb or kill eagles,you may need to .b.t ..ii.rr..... .....permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern.To learn more about hove your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ"What does IPaC use to generate the migratory birds potentially occurring in my specified location,". Please be aware this report provides the"probability of presence"of birds within the 10 krn grad cell(s)that overlap your project; not your exact project footprint, Can the graphs provided, please also look carefully at the survey effort(indicated by the black vertical bar)and; for the existence of the"no data" indicator(a red horizontal bar).A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast,a low survey effort bar or no data bar means a lack of data and, therefore, a clack of certainty about presence of the species. This lust is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there,and if they might be breeding(which means nests might be present).The list helps you know what to look for to confirm presence,and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures,visit the FAQ"Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds!'at the bottom of your migratory bird trust resources page. Fad htlr-_,:,s National Wildlife Refuge lands Any activity proposed on lands managed by the N" ational Wildlife Refine system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS AT THIS LOCATION. Fish hatcheries THERE ARE NO FISH HATCHERIES AT THIS LOCATION. Page 2980 of 4165 14 of 16 8/12/2019,2:01 PM lPaC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJE,,RAL5Y3GEPMJHB... Wetlands in the National Wetlands Inventory Impacts WIN W II IN e t I a n. ds and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local .U,,, .,,...... ,riM. Corps of Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. This location overlaps the following wetlands RIVERINE R4SIP'A A full description for each wetland code can be fou'nd at the lati ,nal, W l n .lrrvgrutgry: w,ebsilte Data limitations The Service's objective of mapping,wetland's and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources.The snaps are prepared from the anailysis of high altitude imagery.Wetlands are identified based on vegetation,visible hydrology and geography..A margin of error is inherent in the use,of imagery; thus,detailed on-the-ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretatioodepends on the quality of the imagery, the experience of the image analysts,the amount and quality of the collateral data and the amount of ground)truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping`problems. Wetlands or other mapped features may have changed,since the date of the imagery or fiend work.There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands.These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory.These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory.There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local Page 2981 of 4165 15 of 16 8/12/2019,2:01 PM lPaC:Explore Location https://ecos.fws.gov/ipac/location/ZCLVP5PUCJEXRAL5Y3GERHJHB... government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. Page 2982 of 4165 16 of 16 8/12/2019,2:01 PM Appendix F Native American Consultation Page 2983 of 4165 5MB ENV IRON MENTAL February 3, 2017 Native American Heritage Commission 1550 Harbor Blvd, Suite 100 West Sacramento, CA 95691 Subject: Sacred Land Files and Native American Contact List Request for the City of Ukiah's Landfill Closure Project To Whom It May Concern: SMB Environmental is assisting the City of Ukiah on its Landfill Closure Project. The Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 283.5-acre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast % of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino County Assessor's Parcel Number 178-130-01. Please see the attached map. For purposes of Section 106 compliance, we would appreciate your checking of the Sacred Lands Files to see if there are any culturally sensitive areas within the immediate project vicinity. We would also like to receive a list of Native American organizations that may have knowledge or interest in the Proposed Project area and we will attempt to contact them to solicit their written input/concerns about the Proposed Project. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If any questions, please feel free to contact me at 916-517-2189 or at steve@smbenvironmental.com. Sincerely, w� Steve Brown Principal P.O. Box 381 Roseville, CA 95661 www.smbenviromental.corn 916-517-2189 Page 2984 of 4165 � T I�4 , IIY ..... I } r r I o. I� I 1� r qq 11 / 111 �w „ t� r I „ �t�{ 1r r v` 7 � r n uNl v, 41 ri ,.,� t.'rl stt=Ifla r 117 'fir o. k 8 y u F' ✓ ., I� � A k„ fir . I IC.... r „ II w". re, N r s III I Jry HV IT / 1 PM f� ,. 0✓!PlfM1N6 Y 1 m 4;Y u. f h kigih t y"" r 5- �M1IF ,ve s 4;" Springs Springs s f r, I� rlii"Ir(ia;irr) J, f ° r w 4 LOCATION MAP FIGURE w�ur�af���s ING 1-1 82',S`"suill.( "" CITY OF UKIAH LANDFILL >AN1AROSA,C"A9'.1404 UKIAH CALIFORNIA I I..I:US/)544-0/84 02-907 1p Page 2985 of 4165 STATE OF CALIFORNIA Edmund G.Brown.Jr. Governor NATIVE AMERICAN HERITAGE COMMISSION 1550 Harbor Blvd.,Suite 100 West Sacramento,CA 95691 (916)373-3710 (916)373-5471 Fax February 7, 2017 Steve Brown SMB Environmental Sent by: Steve @smbenvironmental,com RE: Ukiah Landfill Closure Project, Mendocino County Dear Mr. Brown, Attached is a lIist of tribes that have cultural and traditional affiliation to the area of potential project effect (APE) referenced above. I suggest you contact all of those listed, if they cannot supply information,, they might recommend others with specific knowledge. The list should provide a starting place to locate areas of potential adverse impact within the APE. By contacting all those on the list, your organization will be better able to respond to claims of failure to consult, as may be required under particular state statutes. If a response has not been received within two weeks of notification, the Native American Heritage Commission (NAHC) requests that you follow-up with a telephone call to ensure that the project information, has been receivedl. The NAHC also recommends that project proponents conduct a record search of the NAHC Sacred Lands File (SLF) at the appropriate regional archaeological Information Center of the California Historic Resources Information System: (CHRIS) (http://ohp.,parks.ca.qov/?iDaqe id=1068) to determine if any tribal cultural resources are located within the areas) affected by the proposed action. The SIFL, established under Public Resources Code section 5094, are sites submitted for listing to the NAHC by California Native American tribes. The SFL, established under Public Resources Code section 5094, are sites submitted for listing to the NAHC by California Native American tribes. A record search of the S'LF was completed for the APE referenced above with negative results. Please note records maintained by the NAHC and CHRIS is not exhaustive, and a negative, respoinse to these searches does not preclude the existence of tribal cultural, resources. A tribe may be the only source of information regarding the existence of tribal cultulral resources. If you receive notification of change of addresses and phone numbers from any of these tribes, please notify me. With your assistance we are able to assure that our lists contain current information. If you have any questions or need additional information, please contact via email: frank.Iienert@nahc,ca.gov Sincerely, Frank Lienert Associate Governmental Program Analyst Page 2986 of 4165 Native American Heritage Commission Native American Contacts 2/7/2017 Coyote Valley Band of Pomo Indians Pinoleville Pomo Nation Michael Hunter, Chairperson Leona Willams, Chairperson P.O. Box 39/7901 Hwy 10, Pomo 500 B Pinoleville Drive Pomo Redwood , CA 95470 Ukiah , CA 95482 (707) 485-8723 (707) 463-1454 (707) 485-1247 Fax (707) 463-6601 Fax Guidiville Rancheria of California Potter Valley Tribe Merlene Sanchez, Chairperson Salvador Rosales, Chairperson P.O. Box 339 Pomo 2251 South State Street Pomo Talmage CA 95481 Ukiah , CA 95482 admin@guidiville.net pottervalleytribegpottervalleytri be.com (707) 462-3682 (707) 462-1213 (707) 462-9183 Fax (707) 462-1240 - Fax Hopland Band of Pomo Indians Redwood Valley or Little River Band of Pomo lyesha Miller Chairperson Debra Ramirez, Chairperson 3000 Shanel Road Shokowa 3250 Road I Pomo Hopland E CA 95449 Sokow Redwood Valley , CA 95470 selliott@hoplandtribe.com Shanel ry rsecretary 9 com cast.net (707) 472-2100 Pomo (707)485-0361 (707) 744-1506 (707) 485-5726 Fax Cahto Tribe Round Valley Indian Tribes of the Round Valley Reservation Sonny Elliot, EPA Director James Russ, President l P.O. Box 1239 Cahto 77826 Covelo Road Yuki ; Nomlaki Laytonville CA 95454 Kato Covelo CA 95428 Pit River ! Environmental@cahto.org Pomo tribalcouncil@rvit.org Pomo (707) 984-6197, Ext. 111 (707) 983-6126 Concow (707) 983-6128 Fax Wailaki; Wintun (707) 984-6201 Fax E Manchester Band of Pomo Indians Kashia Band of Pomo Indians of the Stewarts Point Jaime Cobarrubia, Chairperson Reno Keoni Franklin, Chairperson P.O. Box 623 Pomo 1420 Guerneville Rd. Ste 1 Pomo Point Arena CA 95468 Santa Rosa , CA 95403 (707) 882-2788 reno@stewartspoint.org (707) 591-0580 Office (707) 882-3417 Fax (707) 591-0583 Fax This list Is current only as of the date of this document and is based on the Information available to the Commission on the date it was produced. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,Section 6097.94 of the Public Resource Section 5097.98 of the Public Resources Code This list Is only applicable for contacting local Native Americans with regard to cultural resources assessments for the Ukiah Landfill Closure Project, Mendocino County Page 2987 of 4165 Native American Heritage Commission Native American Contacts 2/7/2017 Noyo River Indian Community Harriet L. Stanley-Rhoades P.O. Box 91 North Coastal Pomo Fort Bragg CA 95437 Coast Yuki noyojettyl @earthlink.net Cahto Tribe Aimie R. Lucas, Chairperson P.O. Box 1239 Cahto Laytonville CA 95454 Kato (707) 984-6197 Porno (707) 984-6201 Fax Coyote Valley Band of Pomo Indians Michael Hunter, Chairperson P.O. Box 39/7901 Hwy 10, Pomo Redwood CA 95470 (707) 485-8723 (707) 485-1247 Fax This list Is current only as of the date of this document and Is based on the information available to the Commission on the date it was produced. Distribution of this list does not relieve any person of statutory responsibility as defined In Section 7050.5 of the Health and Safety Code,Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code This list is only applicable for contacting local Native Americans with regard to cultural resources assessments for the Ukiah Landfill Closure Project, Mendocino County Page 2988 of 4165 /,.ria.....air �a of Ukiah r� U JJJr m June 7, 2019 ato Tribe Sonny Elliot, EPA Director Box 1239 Laytonville, CA 95454 Subject: Request for Government-to-GovernmentConsultation r Assembly Bill 52 ® )for Cityi ill Closure Project Dear Sir or Madam, s shown in the attached figure, the UkiahL ndflil is located approximately three miles east o the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 2 .5®acre parcel of land and has a physical address of 3100Vichy Springs Road, Ukiah, California in the southeast % of Section10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino CountyAssessor's Parcel Number 17 -130® . the overall purpose of the Proposed Project is to close the Ukiah Landfill i accordance with the applicable regulatory standards. Specifically, the components and systems required for closure of the landfill include the final cover and gradingdesign to control stor ,ater, potential infiltration and accommodate future settlement, landfill sloe stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, roun at r/surface ter/leas ate monitoring systems, and site security. e Native American Heritage Commission was contacted about the Proposed Project and provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans, Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If e do not receive a request from you (or your organization) within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you area are o . If you have any questions, please feel free to contact me at 707-463-6755 or at ithiele@cityofukiah.com. Sincerely, 11,14 J rod Thiele Public ors Management Analyst 300 Sairniirnary Avenue,,t.JPja1h (,A 9 4R,2..5400 flllione: (7(7)463-6 0C,~ :IF"= (7017)463.6204° �,,vw,w.cit.yell"u,iki a➢i.,couau. Page 2989 of 4165 /". .....b./i r l�ll ''l City ® kip June 7, 2019 Cahto Tribe i ie R. Lucas, Chairperson Box 1239 Laytonville, CA 95454 Subject: Request for Government-to-GovernmentI ill 52 ®52)for City of ii Landfill Closure Dear Sir or Madam, As shown in the attached figure, the Ukiah Landfill is located approximately three miles east o the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 2 3.5®acre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, Californiain the southeast '/ of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino County Assessor's Parcel Number 17 -13 -01 a the overall purpose of the Proposed Project is to closet the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically, the components and systems required for closure of the landfill include the final cover and grading design to control stor ,ter, potential infiltration and accommodate future settlement, landfill sloe stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface ter/l ac ate monitoring systems, and site security, e Native American Heritage Commission was contacted about the Proposed Project an provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, we are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply, If e do not receive a request from you (or your organization)within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known `tribal Cultural Resources that you area are of. If you have any questions, please feel free to contact me at 7 -463-6755 or at jthiele@cityofukiah.com. Sincerely, n Jarod Thiele Public Works Management Analyst „r „a , ,,,,,,............................4///////,/�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII///,1111/1 �ililA ! 11lNli ii. lyUN1WIIWUIIIIWU/NJLIUGIUGIUNNNf�VlU1HlN//ldd!/tl/dNfff�!(RAIIIIIIW 200 Senninary Avw;i'n,ie- Ukiah iC,A w 954 2.•„54,00 Phone: (7107)463-620(.)• I[:'ax: ("707)4urn3-62()4° ,w,,Ai-,w cit,, o.l'uuk ah.,c(!uin. Page 2990 of 4165 mow/w m ��ITltli �"6i41 1. a Ukiah IIl ..... G iriiiiiiiiaiiariiiiiiiiiiiiaarirrmiiiaiamiiaireiaiirmiiariraiii...... ......it June 7, 2019 Coyote Valley Band of Porno Indians Michael Hunter, Chairperson Box 39 Re wood Valley , CPS 95470 Subject: Request for Government-to-Government Consultation under Assembly Bill 52 (AB-52)for City of Ukiah'sIII Closure Project Dear Sir or Madam, As shown in the attached figure, the Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 263.5®acre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast '/4 o Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified y Mendocino County Possessor's Parcel Number 17 -13 1. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically, the components and systems required for closure of the landfill include the final cover and grading design to control stor ,ater, potential infiltration and accommodate future settlement, landfill sloe stability, construction quality assurance, drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface ater/leachate monitoring systems, and site security. The Native American Heritage Commission was contacted about the Proposed Project an provided us with a list of Native American individuals and organizations that ay have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, we are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If e do not receive a request from you (or your organization)within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you area are of. If you have any questions, please feel free to contact me at 707-463-6755 or at jthiele@cityofukiah.com. Sincerely, 7 Jarod Thiele Public Works Management Analyst 300 :Serniin„ry Avenue-'Ukiah• IC'A-'9. 482-5400 Phone: (70 )46 ....6200 • Fax: (7074 1..6204 ° wvv.cit)rofLill<ua h,,ciciia n Page 2991 of 4165 e Ukiah ......../ June 7, 2019 uiiville Rancheria erlene Sanchez, Chairperson Box 33 Talmage, CA 95481 Subject: Request for Consultation Ill 52 ( )for CityUkiah' fill Closure Project Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east o the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 283.5-acre parcel of land and has a physical address of 3100Vichy Springs Road, Ukiah, Californiain the southeast 'f4 oSection 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified enocino County Assessor's Parcel Number 17 -13 1. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards, Specifically, the components and systems required for closure of the landfill include the final cover and gradingdesign to control sor ,aer, potential infiltration and accommodate future settlement, landfill sloe stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface water/leacate monitoring systems, and site security. The Native American Heritage Commission was contacted about the Proposed Project an provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements. As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If e do not receive a request from you (or your organization) within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you area are of. if you have any questions, please feel free to contact me at 707-463-6755 or at jtiele cityofuki .co , Sincerely, Jarod Thiele Public Works Management Analyst 300 Seminary Ave niae Ukiah-CA 482,a4010 1311o¢nc. (707)4.6.3— 2010, Fav (707'),Zl51..62014 Page 2992 of 4165 �r,�rs�r�cu��Yi ff Idle J ,( City of Ukiah June 7, 2019 Hopland Band of Porno Indians Iyes a Miller, Chairperson 3000 Shanel Road o I nd, CA 95449 Subject: Request for Govern ment-to-Governt Consultation under Assembly Bill 52 ® )for City of Ukiah'sIII Closure Project Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part f a 2 .5-acre parcel of land and has a physical address of 3100Vichy Springs Road, Ukiah, California in the southeast % of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino CountyAssessor's Parcel Number 1 -130-01. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards, Specifically, the components and systems required for closure of the landfill include the final comer and gradingdesign to control stor ,ter, potential infiltration and accommodate future settlement, landfill sloe stability, construction quality assurance,drainage and erosion control l systems, LFG control and monitoring systems, groundwater/surface water/leachate monitoring systems, and site security. The Native American Heritage Commission was contacted about the Proposed Project and provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans, Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If e do not receive a request from you (or your oranizaion) within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you areaware of. If you have any questions, please feel free to contact me at 707-463-6755 or at jth iele cityo ukia h.co Sincerely, Jarod Thiele Public Works Management Analyst „u„ », ...,.,,,,,.. 300 Seminar �'4�,n,enu e�'�L�ki.ah�,-C°��.w�jai�4�3:�-5-'tr�16i Iphone° (707)463-6200 . ll°am (7107)4O3..-612,14-xmlm,611- ofiJk:Wi.conn Page 2993 of 4165 � nor j `rG June 7, 2019 as is Band of Pomo Indians of the Stewarts Point Rancheri Reno KeoniFranklin Jr., Chairperson 1420 uerneville Rd. Ste 1 Santa Rosa , CA 95403 Subject: Request for Governt Consultation under Assembly Bill 52 ® )for City of Ukiah'sill Closure Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east o the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a .5®acre parcel of land and has a physical address of 3100Vichy Springs Road, Ukiah, California in the southeast 'l4 o Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino CountyAssessor's Parcel Number 17 ®1 -01. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically,the components and systems required for closure of the landfill include the final cover and grading esi n to control star ,ater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface ater/leac ate monitoring systems, and site security, The Native American Heritage Commission was contacted about the Proposed roject are provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements. As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. I e do not receive a request from you (or your organization)within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Projectwould not have any impacts to known Tribal Cultural Resources that you area are o . If you have any questions, please feel free to contact me at 707-4 -6755 or at jthiele@cityofukiah.com. Sincerely, qow-l--al W, arod Thiele Public Works Management Analyst 300 Serninar, vermin l'J i,,,ih b CA ,-954, 2-5400 Phoney 6200. Fax:: (707)463-6204 Page 2994 of 4165 eNI�,"r)IM llr,�io i[r p J� r, rrJ % e i 6 f ,,,, June 7, 201 Manchester Band of Pomo Indians Jamie Cobarru ia, Chairperson Box 623 Point Arena, CA 95468 Subject: Request for Government-to-Government Consultati III 52 )for CityUkiah' i II Closure Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 26 ,5macre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast 1f4 of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified y Mendocino CountyAssessor's Parcel Number 17 -1 0-01. the overall purpose of the Proposed roject is to close the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically,the components and systems required for closure of the landfill include the final cover and gradingdesign to control stor ,water, potential infiltration and accommodate future settlement, landfill sloe stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface ter/leas ate monitoring systems, and site security. e Native American Heritage Commission was contacted about the Proposed Project and provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements. As a result, we are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If e do not receive a request from you (or your organization) within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you area are of. If you have any questions, please feel free to contact me at 707-463-6755 or at jthiele@cityofukiah.com. Sincerely, Jarod Thiele Public Works Management Analyst imim ari gun riii rirr,nu n�ire.... u�u,iexmauwnmrcrcrcrcrcrcrcrcrcrcrcrcrcrcrcrcnrcnmuuuuuuuuwuuvvivrcmuuuuuuuuuuuwiirx,wiumiuwwiuunanmmmtroraivmvr� iriar »»»>uuuuuuuuuuuuuuuuuuuuuaei i ,.rr.�i rn r.rxr..n.. 300 Seminary Avenue- Il.kiisah CA r) 4'82-5400 Phone,— (707)4163-6200,. Fax. (707)463-6204° r����v a,i�y�cl�utcir�la.�;r�iruu Page 2995 of 4165 mn "rrr �l �J�%'i • m t of Ukiah June 7, 2019 oyo River Indian Community Harriet L. Stanley-Rhoades Box 91 Fort Bragg, CA 95437 Subject: Request for Govern4to-G overn me nt ConsultationI ill City of Ukiah's Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east of the City of Ukiah withinthe unincorporated area of Mendocino County. The Ukiah landfill is part of a .5®acre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast '/, of Section 10, Township 15 north, Range 12 west, Mount Diablo Base nMeridian. The property is further identified by Mendocino County Assessor's Parcel Number 178-13 -01. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically,the components and systems required for closure of the landfill include the final cover and gradingdesign to control stor ,ater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface ater/leacate monitoring systems, and site security. The Native American Heritage Commission a contacted about the Proposed Project and provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If we do not receive a request from you (or your organizations within 30 days, we will assume that you do not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you area are o . If you have any questions, please feel free to contact me at 707-463-6755 or at jthiele@cjtyofukiah.com. Sincerely, Jarod Thiele Public Works Management Analyst rr „ amnia aaaiari�irwdaawwiW:✓mmr u ,Y;H: a u, ,,ee e.i r ,r,,....,.a,,i ,.r. .wr ri ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, irr r...i ;: uzsdu r tva ra,...Emmm,.,ruux. 300 Seminary Avenue IC ki,-aih,-CA,- 9 a4112-54tyg 1llho nt-- (. 07)463-5200 ,, 1:°'&X. (707)46-6204 n;vow o .iWi¢' 'afunl i .m C ana Page 2996 of 4165 n; j Jai. ,,,,,,,, June 7, 2019 Inoleville Pomo Nation Leona illia s, Chairperson 00 B Pinolevillerive Ukiah, CA 95482 Subject: Request for Government-to-GovernmentI r Assembly Bill 52 ®52)for City of Ukiah'sill Closure Project Dear Sir or Madam, As shown in the attached figure, the Ukiah Landfill is located approximately r a miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a -acre parcel of land and has a physical address of 3100Vichy Springs Road, Ukiah, California in the southeast '/4 of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified Mendocino County Assessor's Parcel Number 17 - m 1. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards. Specifically,the components and systems required for closure of the landfill include the final cover and grading esi n to control stor ,ater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface ater/leachate monitoring systems, and site security. The Native American Heritage Commission was contacted about the Proposed Project an provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including rc eolo ical sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. I we do not receive a request from you (or your organization) within 30 days, we will assume that you o not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you area are of. If you have any questions, please feel free to contact me at 707-463-6755 or at jthiele@cityofukiah.com. Sincerely, Awl Jarod Thiele ulic Works Management Analyst a.�lm flag 'Seirnin arry Avenue. t..ikkih,,CA 9 4' 2-54¢:U0, llfio en (7107)463-6201 o Fax: (707)463 6204° ,wvv,�iv.f,.,�yoffn,jki�.iii,cOIyir Page 2997 of 4165 IJ(�rt /il. 01/ of Ukiah ri�rrurr iir,✓irror✓c,�o�i�ovi�aaaiima aaimiiiiirri June 7, 2019 Fetter Valley Tribe Salvador Rosales, Chairperson 2251 South State Street Ukiah, CA 95482 Subject: Request for Consultation r Assembly Bill 52 ® ) for Cityi Landfill rProject Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 283.5® cre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast 'd of Section 10, Township north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino CountyAssessor's Parcel Number 178-130-01. the overall purpose of the Proposed Project is to close the Ukiah Landfill i accordance with the applicable regulatory standards. Specifically, the components and systems required for closure of the landfill include the final cover and grading design to control star ,ater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance, drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface water/leas ate monitoring systems, and site security. The Native American Heritage Commission was contacted about the Proposed Project and provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements.As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If e do not receive a request from you (or your organization)within 30 days, we will assume that you 0 not want to have a formal consultation and agree that the Proposed Project would not have any impacts to known Tribal Cultural Resources that you are aware o . If you have any questions, please feel free to contact me at 707-463-6755 or at jthiele@cityofukiah.com. Sincerely, Jarod Thiele Public Works Management Analyst u„ 300 Seminary.Avenue- 'Ukiah m,CA 954 2...54010 Phone; (707)4 3,,,.6200. 11'ax: ("707),163- 204 . wvpw,,c ty,of".,ikiah.(.,,(,)i-n Page 2998 of 4165 11 elf i City o� Ukiah .a.. �... tea. t June 7, 2019 Redwood Valley or Little River Band of Porno Indians Debra Ramirez, Chairperson 3250 Road I Redwood Valley, CA 95470 Subject: Request for Governmo® v t Consultation under Assemblyill 52 a j for Cityiah's Landfill ClosureProject Dear Sir or Madam, s shown in the attached figure, the Ukiah Landfill is located approximately three miles east of the City of Ukiah within the unincorporated area of Mendocino County. The Ukiah landfill is part of a 2 o ®acre parcel of land and has a physical address of 3100 Vichy Springs Road, Ukiah, California in the southeast % of Section 10, Township 15 north, Range 12 west, Mount Diablo Base and Meridian. The property is further identified by Mendocino CountyAssessor's Parcel Number 17 ®1 - 1. the overall purpose of the Proposed Project is to close the Ukiah Landfill in accordance with the applicable regulatory standards, ecifiically,the components and systems required for closure of the landfill include the final cover and r din design to control stor ,ater, potential infiltration and accommodate future settlement, landfill slope stability, construction quality assurance,drainage and erosion control systems, LFG control and monitoring systems, groundwater/surface aterfleachate monitoring systems, and site security. The Native American Heritage Commission was contacted about the Proposed Project and provided us with a list of Native American individuals and organizations that may have knowledge of tribal and/or cultural resources in the Project Area as part of the AB52 requirements, As a result, e are requesting that you please provide us with any information you may have about cultural resources or sites in the project area so that we can determine ways to protect those sites, including archeological sites and other locations of special value to Native Americans. Thank you for your cooperation and assistance. I look forward to your earliest possible reply. If we do not receive a request from you (or your organization)within 30 days, we will assume that you do not want t® have a formal consultation and agree that the Proposed roject would not have any impacts to known Tribal Cultural Resources that you area are of. If you have any questions, please feel free to contact me at 707-463-6755 or at jthiele@cityofukiah.com. Sincerely, Jarod Thiele Public Works Management Analyst l .dlluu.ivvu ,l l l l i..�iiii. viam�.H,.l l .IV.:L/14L1111111111!!!! f anuYU ii,nAhi iir,riAli innrci drtm llVdJllllll/nIIWWlIIk 300 'Seminary.Aveniae Uk.iah CA- 9.5482-5400 1`1hone: (707)4153,...62,00 ° 'F= (707)4 3-6"204 nifirhu�h . .,irlry�ratl�.u' a ''lu„�tioun: Page 2999 of 4165