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Home My WebLink AboutCostco Wholesale Corporation 2014-08-13 FINAL STANDARD URBAN STORM WATER MITIGATION PLAN For COSTCO UKIAH .lugust 13, 2014 project locution: 1257 Airport Park Blvd. Ukiah, CA 95418 prepared for Mike Okuma Costco Wholesale 9 Corporate Park Suite 230 Irvine, CA 94551 prepared hy: k Prepared by: w Kier & Wright Civil Engineers & Surveyors 2850 Collier Canyon Road Livermore, CA 94551 Adam Mahoney, PE 925-245-8788 Contents Introduction............................. ................................................................................................... I Project Description ............................_'._............ I Pollution Prevention and Credits.................. ............. ................... ...........................2 Typesof BUIPs ......................... .................... ...........-................................ .............. 2 Level of Treatment and Volume Capture ...... ...........__........... ................................................ 3 Maintenance ........ ...................................................................... 3 Appendix A. Determination Workshect B. Maintenance Agreement C. Storm Water Quality Control Plan D. Storm Water Calculations, Tributary Areas 1-17 E. Bio-Retention —Maintenance Checklist F. CDS Media-filtration Maintenance Checklist G. CDS Vortec Separator- Maintenance Checklist H. Oil/Water Separator Mainenance Checklist 1. Automatic Oil Shut Off Valve H Introduction A major concern of development is the impact to storm water quality. Development of land typically increases impervious surface,such as paving and decreases infiltration. If not mitigated for,this can cause adverse impact to the environment. By authority delegated by the Environmental Protection Agency the North Coast Regional Water Quality Control Board is (NCRWQCB) is responsible for issuing storm water permits to local municipalities regulating storm water discharges.To comply with these requirements on July 1, 2013 the city of Ukiah adopted the City of Santa Rosa and County of Sonoma's Storm Water Low Impact Technical Design Manual. The following Standard Urban Storm Water Mitigation Plan(SUSMP) utilizes this manual as a guideline to achieve storm water compliance. The accompanying storm water calculations for this plan utilize a seasonal precipitation factor of 1.23 based on a mean annual precipitation amount of 37 inches. Project Description Costco Ukiah is a commercial development involving the construction of a 141,488 square foot Costco Wholesale warehouse,tire center and a fuel station on approximately 12.3 acres. The tire center is attached building with member access through the inside of the main Costco building.The fuel station is separate from the main building site,and includes a canopy and 16 fuel pumps (expandable to 20 pumps).The fuel station is located in the southeast corner of the site adjacent to US 101. The development area is bordered on the east by a roadside drainage ditch maintained by Caltrans for U.S. Highway 101.This area has habitat and trees which will be preserved. The southern portion is adjacent to a wetland area containing dense trees and brush.This area is the terminus of a 300 acre water shed.This wetland drains under U.S. 101 through a concrete box culvert maintained by Caltrans into the floodplain of the Russian River.This wetland will be preserved. The existing site was previously rough graded as part of the Airport Park Boulevard development.The site is currently graded to drain to an existing storm drain system of inlets and underground pipes with no existing impervious area within the development area.Site geology consists of well compacted clay soil(Type C),with sparsely vegetation cover in the planned development area. Existing drainage system outfalls through two existing 24"outfalls into a Caltrans drainage ditch to the east and two existing 12" outfalls to a wetland area to the south. The mean annual precipitation for this area is 37 inches. This project constructs a new 24"storm drain outfall at the southern end of the site. The two existing 24"outfalls were constructed without headwalls or scour protection and are being modified by this project to provide adequate scour protection.This project removes the existing 12"outfalls and restores the areas to natural conditions. This project constructs an additional wetland area and wetland buffer along the southern boundary.A separate mitigation plan has been prepared for this area detailing the construction, maintenance and monitoring of this area. This project triggers these storm water requirements by creating over 10,000 square foot of new impervious area which includes a gas station. This project also requires a 401 permit for the new 24" outfall to be constructed to the southeast corner of the site. l Pollution Prevention Measures Source control is the first step in preventing storm water pollution.The owner shall implement the following general housekeeping measures: - Bi-weekly sweeping of the site paved area—removes trash and large sediment form impervious areas reducing pollutant loading. - Enclosed Trash Compactors—isolates majority of trash producing activities to inside building reducing risk of litter and contact of trash with storm water. - Painted Storm Water Inlets—all inlets within paved areas are marked "NO DUMPING—DRAINS TO RIVER"to act as a public outreach to help prevent illicit dumping. Drought Tolerant Landscaping—minimizes irrigation to prevent non-storm water discharges. - Pesticide Reduction Plan—minimizes and/or schedules the application of pesticides and fertilizers to reduce impact to storm water. - Retain existing vegetation where possible - Process activities are performed in doors. - Fuel dispensing areas have impervious surfaces, minimally graded to prevent ponding, separated from rest of site by grade breaks,and are covered by a canopy. - Fuel dispensing areas utilize automatic shutoff valves on pump to minimize spills from accidental "drive offs". - Automatic shutoff valves and oil water separators are installed on storm drain for fuel dispensing areas. - Loading docks are graded to minimize run-on,down spouts direct water away from loading dock and door skirts are installed between the trailers and building. - Fire sprinkler test water drains to landscape area or sanitary sewer. - Drain condensate of air conditioning units drains to the sanitary sewer. Roof drains drain to landscape areas where practicable. - Boiler drains, roof top equipment and wash water all drain to the sanitary sewer. Interceptor tree credits were applied for reduction of tributary areas. Interceptor trees will be planted along the street frontages,throughout paved parking lot areas and surrounding building area. Reduction credits for these measures were calculated using the storm water calculator.All trees were assumed to be deciduous to simplify calculations. Existing trees surrounding the site are preserved. Due to the existing trees location from the proposed pavement they were not used for intercept credit. Down spouts from roof gutters were disconnected form the storm drain system through the use of bubble up emitters that discharge into bio-treatment areas. Pavement drainage is directed though curb cuts into bio-treatment areas. Tvues of BMPs Storm water from areas 1-15 is directed to privately maintained "Priority 2 Bio-Retention Areas". These bio-retention areas are based on the Santa Rosa storm water treatment detail P2-05 "Priority 2 Road Side Bio-Retention". This detail has been modified to fit within the confines of the site. Specific details are show herein and on the construction documents. Area 16 and 17 are the fueling and loading dock areas and are potentially subject to a high pollution loading.Treatment is provided for these areas utilizing proprietary Media Filtration Units manufactured by Contech. An oil/water separator and 2 } automatic shutoff valve is also added to fueling area (area 16). Two CDS Vortec Separators are installed to provide trash capture of 9.8 acres of offsite area that flows through the Costco site via a storm drain pipe. These units were required by Caltrans in order to obtain the encroachment permit for the outfall modifications. Level of Treatment and Volume Capture The design goal of 100%Volume Capture has been achieved for areas 2, 7-9, 11 and 14-15.The Requirement of 100%Treatment and Delta Volume Capture has been achieved for areas 1,3-6, 10 and 12-13.Areas 16 and 17 meet the requirement of 100%treatment by utilizing the mechanical devices. The delta volume capture has been achieved by providing additional storage throughout the site.An accounting of this is shown on the "Storm Water Calculations Table" provided on the enclosed Storm Water Quality Plan. The plan shows 74.1%of the 100%Volume Capture goal and 158.1%of the Delta Volume Capture Goal. Maintenance BMP's shall be inspected and maintained as described in the attached maintenance checklists. All BMP's are private and the maintenance costs will be the responsibility of the property owner. See enclosed maintenance agreement between City of Ukiah and the property owner. 3 x Appendix: A Determination Worksheet FOR OFFICE USE ONLY: R Prfnt Form .• 4 -Does Project require coverage under the NPDES Storm Water City of Permit? YO No Santa Rosa, Review Fee Paid? i Y O No Require 401 Permitting? Y O No Determining Whether a Project Requires Propose SW LEEDelements? Permanent Storm Water Best Management Y o No Practices PURPOSE: Use this form to determine whether or not your project will need to incorporate permanent storm water Best Management Practices. Part 1: Information: lCostco Ukiah Michael Okuma Project Name *Applicant Name 1257 Airport Park Blvd. 9 Corporate Park Site Address Mailin Address Ukiah,CA 94551 Irvine CA,92606 City Zip City/State/Zip F95482 714 978-5023 Permit Number(s)-if applicable Phone/Email/Fax Adam Mahoney Engineer Name 1285OCollierCanyon Road Mailing Address Livermore CA 94551 City/State/Zip 1925-245-8788 Phone/Email Type of Application/Project: F Subdivision r Grading Permit F Building Permit r- Use Permit r- Design Review (— Other *Applicant is the owner or developer. Page 2 of 5 Determining Projects that Require Permanent Storm Water Best Management Practices PART 2: Exemptions: 1. Is this a routine maintenance activity'that is being conducted to maintain original line and grade, hydraulic capacity, and original purpose of facility such as resurfacing existing roads and parking lots? Y f— N r 2. Is it an emergency redevelopment activity z required to protect public health and safety? Y f— N (x 3. Is this a project undertaken solely to install or reinstall public utilities(such as sewer or water lines)that does not include any additional street or road development or development activities? Y F Nfx 4. Is it a reconstruction project, undertaken by apublic agency,3 of street or roads remaining within the original footprint and less than 48 feet wide? Y I N fX 5. Is this a standalone pedestrian pathway, trail or off street bike lane? Y f N fx Did you answer"YES" to any of the above questions in Part 2? YES: Stop.Your project is exempt and will not need to incorporate permanent storm water Best Management Practices. fx NO: Proceed to Part 3 below to see if your project will need to incorporate permanent storm water Best Management Practices. Part 3: Projects that Qualify: Please answer the following questions to determine whether your project requires permanent storm water Best Management Practices: 1. Does your development or redevelopment project create or replace a combined total of 1.0 acres or more of impervious surfaces? Y FX- N r i"Routine Maintenance Activity"-This exemption includes activities such as overlays and/or resurfacing of existing roads or parking lots as well as trenching and patching activities and reroofing activities. z"Emergency Redevelopment"-The Regional Water Quality Control Board must agree that the activities are needed to protect public health and safety to qualify for this exemption. 3"Reconstruction"is defined as work that replaces surfaces down to subgrade.Street width is measured from face-of-curb to face-of-curb.Overlays,resurfacing,trenching,and patching is considered a maintenance activity and is exempt. Page 3 of 5 Determining Projects that Require Permanent Storm Water Best Management Practices 2. Does your project create or replace a combined total or 10,000 ft2 or more ofimpervious street, roads, highways,or freeway construction or reconstruction'? Y j— N (X 3. Does your project include four or more new homes? Y F N r 4. Is your project an industrial parks creating or replacing a combined total of 10,000 ft2 or more of impervious surface? Y r N ix 5. Is your project a Commercial strip mall I creating or replacing a combined total of 10,000 ft2 or more of impervious surface? Y r N r- 6. Is your project a retail gasoline outlet creating or replacing a combined total of 10,000 ft2 of more or impervious surface? Y r N r 7. Is your project a restaurant creating or replacing a combined total of 10,000 ft2 or more of impervious surface? Y r N r 8. Is your project a parking lot(not included as part of a project type listed above)creating or replacing a combined total of 10,000 ft2 or more or impervious surface or with 25 or more parking spaces? Y r N F- 9. Is your project an automotive service facility creating or replacing a combined total of 10,000 ft2 or more or impervious surface? Y F N FX- Did you answer "YES" to any of the above questions in Part 3? (X YES: Your project will need to incorporate permanent storm water Best Management Practices and be designed in accordance with the Storm Water LID(Low Impact Development) Technical Manual.Complete Part 4 of this application, prepare a storm water LID plan and an existing condition and proposed condition site plan showing impervious areas and hydrologic soil type. Submit documents to the permitting authority. 4"Impervious Surface"is defined as an area that has been modified to reduce storm water runoff capture and percolation into underlying soils.Such surfaces include rooftops,walkways,and parking areas. Permeable pavements shall be considered impervious for this section if they have subdrains to preclude infiltration into underlying soils. 5"Industrial Park" is defined as industrial facility or building and associated impervious surface on a site zoned or planned to allow industrial or commercial development(planning for mixed-use residential,industrial or commercial development and redevelopment is included). 6"Commercial Strip Mail' is defined as commercial facility or impervious surface on a site zoned or planned to allow commercial or industrial use(planning for mixed-use residential, industrial or commercial development and redevelopment is included)with street access and onsite parking. Page 4 of 5 Determining Projects that Require Permanent Storm Water Best Management Practices F- NO: Stop. Your project will not need to incorporate permanent storm water Best Management Practices. Part 4: Project Description: 1. Total Lot or Site area: 535788 Square feet or F123 acres. 2. Existing land uses): Commercial r Industrial ^ Residential r Public Other Empty lot Number and use of buildings,significant site features No buildings or significant site features 3. Existing impervious surface area: 4 square feet or F acres. 4. Proposed Land Use(s): Commercial r Industrial F Residential F—Public Other f Number and use of buildings,significant site features [1-Costco Warehouse,1-Costco Gas Station S. Proposed impervious surface area: 1486,460 Square feet or i acres. 6. Existing and proposed site plan submitted showing impervious areas and hydrologic soil type? r Yes r No -Application not complete without site plans. Page 5 of 5 Determining Projects that Require Permanent Storm Water Best Management Practices ACKNOWLEDGMENT: As the property owner or developer, I understand that a "yes" answer to any of the questions in Part 3 9f this application means that this project is required to implement permanent storm water Bet Management Practices. Any unknown responses must be resolved to determine if th p o}' ct is subject to the LID requirements. O-P, a ure of P=a*ewfD-%T*eF,er Developer rat ca.,-;nc%,tx� a��z�taK" Implementation Requirements: All calculations can be completed using the "Storm Water Calculator" available on the City of Santa Rosa's website at: www.srcity.org/starmwaterLID Design Goal: Capture(infiltration and/or reuse)of 100%of the volume of runoff generated by the 85th percentile 24 hour storm event, as calculated using the "Urban Hydrology for Small Watersheds"TR55 Manual. 100%volume capture is the ideal condition and if achieved satisfies all requirements so that no additional treatment is required and pages 2 and 3 of this calculator do not need to be completed.This is a retention requirement. Design Requirements: If the Design Goal of 100%volume capture is not achieved;then both Requirement 1-100%Treatment AND Requirement 2 Volume Capture must be achieved. Requirement 1:Treatment of 100%of the flow generated by the 85th percentile 24 hour storm event, as calculated using the Rational Method and a know intensity of 0.92 inches per hour. Requirement 2:Capture (infiltration and/or reuse)of the increase in volume of storm water due to development generated by the 85th percentile 24 hour storm event, as calculated using the "Urban Hydrology for Small Watersheds"TR-55 Manual.This is a retention requirement. Appendix: B Maintenance Agreement T RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: City of Ukiah Department of Public Works 300 Seminary Avenue Ukiah, CA 95482 Project/Property: APN(s): Ukiah, California DECLARATION OF COVENANTS REGARDING MAINTENANCE OF STORM WATER BMP FACILITIES This Declaration of Covenants Regarding Maintenance of Storm Water BMP Facilities ("Declaration") is made on this day of , 20_, by ("Landowner") [if business entity, ADD type]_ RECITALS A. Landowner is the fee simple owner of certain real property located in the City of Ukiah ("City"), Mendocino County, California, [INSERT lot numbers, and development description; APN numbers] and more fully described in Exhibit A to this Declaration ("Property"). B. The City's National Pollutant Discharge Elimination System ("NPDES") Municipal Separate Storm Sewer System ("MS4") Permit, Order number R1-2009-0050, issued by the North Coast Regional Water Quality Control Board, requires the City to implement and enforce specific requirements for the construction and maintenance of onsite storm water management facilities/best management practices (collectively, "BMP") for development, redevelopment, and other applicable projects with the goal of mitigating impacts to storm water quality and runoff volume discharges into the MS4. C. Provisions of the Low Impact Development (LID) Technical Design Manual adopted by Ukiah City Council, and Division 4 Chapter 8, Division 9 Chapter 7 and other applicable sections of the Ukiah City Code shall apply to the construction, inspection and maintenance of BMP facilities and the enforcement of MS4 Permit requirements. D. On [INSERT DATE and WHO (City Engineer OR Chief Building Official)] approved Landowner's [Improvement Plans OR Building Permit Site Plan] ("Plan") [INSERT Plan or Permit Number] and a Final Standard Urban Declaration of Covenants Regarding Maintenance of Storm Water BMP Facilities-Version 1.2 Page 1 of 4 Stormwater Mitigation Plan ("SUSMP") for the Property which require the construction and maintenance of BMP facilities on the Property (the "BMP Facilities") by Landowner. The BMP Facilities required under the SUSMP may include both built and landscaping features. The [Plan, SUSMP,] may be inspected at the City of Ukiah, Department of Public Works, 300 Seminary Avenue, Ukiah , CA upon appointment. E. The [Plan, SUSMP] requires that Landowner make and execute this Declaration. DECLARATION OF COVENANTS NOW, THEREFORE, in consideration of the foregoing recitals, Landowner hereby covenants, agrees and declares as follows: 1. Landowner shall, at Landowner's sole cost and expense, construct, inspect, and maintain the BMP Facilities in accordance with the Plan and the SUSMP. Landowner shall assure that all BMPs remain fully functional and that all areas identified in the Plan and SUSMP for treatment and/or volume capture discharge to the specified BMP as designed. 2. Landowner shall keep all records related to annual inspections of BMP's by City and all records related to BMP maintenance for a period of at least five years. The records shall include records of any BMP Facilities corrections, repairs, and replacements. Landowner shall make these records available to the City upon request. 3. In the event Landowner fails to maintain the BMP Facilities in good working condition as solely determined by the City, the City may enter upon the Property and take whatever steps it deems reasonably necessary to maintain and/or make in good working condition, such BMP Facilities. It is expressly understood that the City is under no obligation to maintain or repair the BMP Facilities, and in no event shall this Declaration be construed to impose such an obligation on the City. 4. In the event that the City performs work of any nature, or expends any funds in the performance of such work for labor, use of equipment, supplies, materials, or the like, due to failure of the Landowner to perform its maintenance obligations under this Declaration, as solely determined by City, Landowner shall reimburse the City within 60 days of receipt of notice for all costs incurred by the City to undertake such work. Costs shall include, but are not limited to, the actual cost of construction, maintenance and/or repair, and administrative costs directly related to such work. 5. Any violation of the Plan or SUSMP by Landowner shall be deemed a public nuisance under Division 9 Chapter 2 of the Ukiah City Code and City shall be Declaration of Covenants Regarding Maintenance of Storm Water BMP Facilities-Version 1.2 Page 2of4 entitled to the remedies available to it under said Chapter in addition to those available to it under Division 4 Chapter 8 and Division 9 Chapter 7. The remedies identified herein shall be in addition to and cumulative of all other remedies, criminal or civil,which may be pursued by the City. 6. Landowner shall indemnify, defend and hold harmless the City and its employees, officials, and agents, from and against any liability, (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, interest, defense costs, and expert witness fees), where the same relates to, or arises out of, the construction, presence. existence, inspection, or maintenance of BMP Facilities on the Property or the performance of the covenants underlying this Declaration by Landowner, its officers, employees, agents, contractors or sub- contractors, excepting only that resulting from the sole, active negligence or intentional misconduct of the City, its employees, officials, or agents. This indemnification obligation is not limited in any way by any limitation on the amount or type of damages or compensation payable to or for the Landowner or its agents under workers' compensation acts, disability benefits acts or other employees' benefits acts. If any judgment or claim against the City, its officials, agents, or employees, shall be entered, Landowner shall pay all cost and expenses in connection therewith_ 7. If any provisions of this Declaration shall be held to be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. 8. This Declaration shall be governed according to the laws of the State of California. The parties hereto agree that the forum for the adjudication of any dispute related to this Declaration shall be brought exclusively and solely in Mendocino County, California. 9. Landowner shall not assign this Declaration to a third party without the express prior written consent of the City, provided that such consent will not be unreasonably withheld and that such consent shall not be required for Landowner to sell or lease the property to a third party. 10. Landowner binds itself, its partners, successors, legal representatives and assigns to the City, and to the partners, successors, legal representatives and assigns of the City with respect to all promises and agreements contained herein. 11. This Declaration shall be recorded by Landowner, and shall: a) constitute a "covenant running with the land;" b) be binding upon Landowner and Landowner's successors, heirs, and assigns in perpetuity; and, 3) benefit the City of Ukiah, its successors, and assigns. Any breach of this Declaration shall render Landowner Declaration of Covenants Regarding Maintenance of Storm Water BMP Facilities-Version 1.2 Page 3 of 4 or Landowner's heirs, successors or assigns liable pursuant to the provisions of the Ukiah City Code. 12.Any notice, submittal or communication required or permitted to be served on Landowner or City may be served by personal delivery to the person or the office of the person identified below. Service may also be made by mail, by placing first-class postage, and addressed as indicated below, and depositing in the United States mail to: City Representative: Landowner or Landowner Representative: Director of Public Works/City Engineer Name: City of Ukiah Address: Department of Public Works 300 Seminary Avenue Ukiah,CA 9548 Executed as of the day and year first above stated. LANDOWNER: Name: Signatures of Authorized Persons: By: Print Name: Title: By: Print Name: Title: ATTACHMENTS: Exhibit A-Property Description Notary Acknowledgment Declaration of Covenants Regarding Maintenance of Storm Water BMP Facilities-Version 1.2 Page 4 of 4 Appendix: C Storm Water Quality Control Plan (SUSMP Exhibit) NOI1YkOdSO]31VrS31ORM O�1SOJ fif6 x doi � io sw.:+:ss ro sau. �•iwi� Y O�1SOD Hw)in V iH�ik+x 9 a3iM *� NVId IOUNO]kU1V()''S31VM W'dO1S S q a tg 1 � , .,3i � 9� ,a � •!x ! y 1 I ! r " 'r ii��i rxyi�€ 1! �• q I m � � F o z u �.: : i t •• {} � W iEl�� l��ii�1s?i ��• G' c. � � : r �(F Y z �e 1 i� a Pc i 4�s• m -1. i_ � L it 1 4 i • 1 1 1 1 ; g . r 1 ! 1 1 1 1 ! ! 1 1 1 1 1 01�1 1 I." •��• I¢� 1 V— att . _ f „ t' „ I � i— � 1 1 F. x no- !'•••a ♦ g x 1�, � f� ♦ � ' k ' Appendix: D Storm Water Calculation : Tributary Areas 1-17 y V 0 N N Y U u � y `a$ O� t w v d ? m$ m a w 1 ~ L LL a t 9 N n a c m t2 m S ILL g�w 65 LU CL E$ " E�� far 9 E bI � U c I I — I I o I I io m I l E u 9 I F � EIS I +- m •- $r- Z E o�ti a�` D Cl) 1 3 0 1oe mai 4om Xa Ay 1 = m I p $�u�yom � WLU e d. � a 1px m ! m I c Q a o 1 0 co r I o ^ u LLw m I LL L g I m p 1 m a 0 = I a O 1 d Ui E ix a CR CL ci a x n i QE Itpp O a 8 1 0 9 e0i po I 9 y m o 4 O Cp q 1 Q a LL li C IIL v U G 1 t I ID n ? o Q Q V C = C :�.. 1 a S Q .Q kLl $ ma $ 1 8 I Gm to CR n a a o Y V =1 co Q a c 1 A I it Q y G W W to aJp I!' a Y9pa y I c c Q ro C $ a u M in H U a a 1 n I Y I c g ,o Q C r oCL I 5 0 F e 0 ID ;.s 00 u LLCDI $ d a 1 a Tct z E5 C i m W W c o c O C1 1 L yl 3 I = 5 3 IFS ~ E v 1 1 y a cQ a.. a m U Q y N h m m a `v ui N V c Y w O c w _C O G a C O C O � LL1 w O E 073 '� 10 m- O A._ 3 w O w 3 c W U 3 N 0 Si a a@ $ w N j a a a yy w w a a W N w ZL.wm Zv wm zvrwn� . 8 pto� ac pw2ro"oNd ptoc� ro � w dal wCL 3w w ,nomc ur ca W way ca wq� W m vcaowc � wLrritu H -cam H z 0 la$' �,X 3 p c� v m W m ro �� CO 9 w 3: w w N 6 w m w ZvP2m Zvac c 'wa ? 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YUf 0 } i W Q fA c N y Z f7 a Y # C a p y z g > > a m E E EyyIIII o a E 3 m Ey E > -- w C 3 c $ N � VI n In E rn p o r*i ado•IO o f Im Ir o C W a CD, CD U c n w x c m m a �I C � gIU dd o a E E ° C 3 61 c — f,_J E nail W <n II r a 11 II II ° I I 7 } n 4 al g a E 5 m In d > o ui [! � —' a c ° 0 O 0 0: z LL to 0 N r W's-da a c In a lv �a 0 N V� c r m� g 9 o N - C O aQ O M N Q O Q7 C TC N 7O C-C N Of] N Q�-0 L n N O LL1 N 3 0.61 y0ID 9C� C N y v 4 a«L• '+� L'G H2 3 77 Z a� c o O oom w ° 3 '0 o O a H o am nc f6 C1 0� b ' m o C V > CD � o c c U � o �g > E �ia p � - E�' Q� �> E CO Ocve= ma. G' a� aDyyN � ctT F.. N 0 O N T,7 Ol O N Q5 co 7 _2- ,�..e 1�Iqq Z H L In 0 -0, R M 8L § Z }- L w U O Q N C O o � g -ozi �Zo- n uj 'a Z U a w n H 333 u n Q n Al n n Al w W m . Inm a E O am CL m W S IV LW y W O E 8 dt a [K li c n j' C II a {{ d 3 c u n u u C n u {{ w 3 c a It It It It o J �^ aozs d s"" n. ox� J J 7 e n g 5t� �' LIS 0 LL 7 gs > �m 3 �yilFF a 0 9 3 a o L ` }[d O II J fI d II 1 m 7 r. to o -- O n n IF 0 p v o p IT 1 } �✓ O � li :c O Em � 9 'a C 0 5 ¢ a m C II 9 ID 22 fi r" N c N o c IL c U C/] a m a go e a O W* LL LL J J Appendix: E Bio-Retention — Maintenance Checklist § _ 3 $ ( Fg � E 7 Zw \ a § � \ § \ }_ � § § Ck 2 � a k e m / 2 . c � \ ° � � 1 e / Q; J k k / £ � G2 = \ / \ k � \ & g n � t cr- % t g f 2 m ± a CL & ■ / » E & / - LU e b LL ■ 2 0 m _ o G / & � $ ■ f 2 ' f 7 c 5 txo � 3 k 0 � a c o V) cc M e e � ■ $ § # � ' k q E L § u 2 .5 i / E J t ai c 2 © _ 2 (Ln c = Q Q > ra � % $ 3 A a k ro § \ k � 'm k 0 LU § § > kk / � � �® w ° # LU 2 & S k @ § f \ \ m E § mt 22 2 # ■ 3 ~ ° 2 E fM u � § \ \ 0 3 / e2 2 uc � ' 0) 0) 4' w - 2 © © § m IV �IV _ e£ G § \ 2 a 2 / 2 § c � ai / CL lu 0 \ S \m k cg % 2 e LJ c ± 2 g » -0 § k 6f k - £ £ o 3 t £CL t / % n § I R CL 0 8 g CL § % f j t no 2 0 / \ f u 82eu1ej Q (\ { § � § k \\ \ Ias E � � E ® - V ; 2 e e £ 2 _0 / - k 2C � 2 $ 2 2 @ % E e M 2 ' / > ° 0 to to 0 0 I k k 7 § \ m > / W ' m 2 m ƒ -0 CL e 0E -0e r � @ § � 2 22 94— � s 2 52 2 2 eo eI0 a cr -00 m < 2 m = -0 G f 0 § k [ ? 2 th 0 - ' LU 050 - = 2 c . 22 ° ai k§ 22wW CL c / 2I C " 2 �U m m 0 w ro W � m§ ' 2 c � k § � a Qw � . S / $ 2m £ E � 2 in c " k k ƒ / � 2 � . » � � m W © $ § � Z. . f m > 22 % f � \ k B UJ = = k � w = � � 999 _ 5 & E $ c c k m § c 2 7 § E 0 _ � ' m o � u = - � o �_ = Q 2 § zG � 5k2 � �/ 5k § e4.� § 4- 7 2 e - m e ® e E m e e 2 ' m © 2 t � ' e k f 2 c m = c 0 'A CL U § � m � _ m e J 7 / L o � i � Ln � ■ m � 5J < � E � � E2 3 S � § k 5 < < kA k cc < a £ < / £ k 00 § 0 E � 2 u u0|S0J3 t � � \ � k § \ om \j } q © � E � - � ; @ / r 2- / k 2 Ln i§ £ m � E2 ' ° o = o ° > I W 2 § ° 0 m E ' I £ k k § f 2 'A . c 4, g , w § § J 0 _ � 2 f T m w / e f 2 to k k k to & / K ± E J I I $ 0 I � �W __ a Q 2 _ /1 k E 2 _ 2 � ® LLI &© c : § o o c c 0 2 \ © # / 7 2 2 # 3 ��% $ § w \ E ® > � I a © § e Q 0 2 £ ƒ A « m c $ � J ■ E $ cr V) = £ V £ CA w / CL cr- « 0- cr- « a cl: < � 0 § & k cCL UOReI828A vE d � Cl. o = 0 L V v O C C N C � c w A V E c 0 01 a a�i v N L7 o E C v y W N L E ` d U m C � n a (A D 0 _ 19 a ° ° a N C i U L C DA i N •+ 0 N m C "O E O C 3 C m C m cu N = � � �' m � L O m O v Y C a 0 41 � V en v } H ++ 0 m 7 ' a m m m V C C 0 a _ m W oc > > a E E c m a a va ani m m m m ani E w aai m m °mL' Qcc x m a a u a � a 3 oc -0 0= m C VNI C 0 a d W N a `° 'N E W a � m c r A C m Y a t '0 n c m ca �' m m O W a N m n. C `� C. (i $+ m = o = C 3 ++ C tkD M C CL c a O aOi i s N vi m acu t -o E f4 C � a E '� n. Ln � 'mp y U > O a N to N Q '� Q m `� Q l7 uH cr. m C O , ) a+ � d a O 'C C Lo Vf V) V) V) V) V) V) V) V) V) VI � a cc Q a cr Q a of Q a x Q a o: Q a w Q C o m a a °' leaaua!D MS Appendix: F CDS Media-filtration Maintenance Checklist A9 PXXI M.oa N04N Ub 31W grin �.-�:�• _•_"-_•• XXX:NOI1t/NJIS3fl 3115 �aii�e�ois Q i 001.S00 L _ u�ior43YM W.]r�rrM _ a31ll�wa018 alOHNvw.sera .se ,H�3 jN r a z V s a a LL F - 8 4 O o UW p2 s t ` Q x zf, as za w `w g�w�go u w V .J QOuO vm N �LL 6K KU - r tZ70 u µj FVmry Z3 a45.yy0� (YS `V R P fps pzo c �u ' m w w I S 3 S o8 Lys xgw u �g WO i n a a a Y e w E eQn mw2S 2 ao V V V _ga [U�w 9Qx 1- �11w~ V d F aO mLydN oW FJ R.,WLLpw�U Ua S mdU �WNI'J`1�C(�(��w7~O7O,� z F� }a'J 411�NaWu� ppW��0�2z�7VW LL ZJ��{{OK Q yZm'J7 ZO� ��ZT UQ 3m� 8wz gW �I}J9fi �OuT,u wwW1YN� m68 N- O $ of � vas E i m J�vi m�oz. ��o.w� g�9 �."�5so n �"�aw° moo Q awomwou m = �c 2 �d mu P 'i H (� 11YY C S U y�eAO �SK6^ S7�OO I- z o u� a .a- m oHn. a� 3mmmo a F oo�92'^^ w �_ z� w °u �$ - Q 1wu°"�6u �mmmToo� w a m x �w S u W3z:o' � j5;z r w.2gaoPmNmQ 58i� Q&m ma� nSVOWWN�o Nm u m aa mm y'. 4 a ?am u041 Li U' Vi4 T� O O Z�� 4 N F-pO @ t)g m N �xQ �m TT w N O W Q I j O I 12 I t f `L W a N mQ i � I � i - w N H �OZ mQ F rL gwa W, W w a H m ........us.a MN'ark.�R'.�<4...'KMpY...�..C�3.}ns'ut-�.w.rtne�n.a�...•�t r�.rwvv'.. AS N IWU MNpl.n3a 3$V lt/,n ® XXX:NOIIVNJIS30 3115 iailiew�oi$ a s 001S00 _ _ 0£-66 L b617 DTI SNOUIMS OU13NIONS 2 831lUNHOiS3IOHNVV4.,9tO ,HD31N Kx 3 a a a # 3 Or °0 LL4 r wz m Z w �S+ 'R z 52 N u5 z t ° za w w a u I ° wke = oo o `mww ° m N 3 a� rc� LL Yg1y won' g Wmm N �i7 N r..uQ� � JyiO�jN 2Ta>c� w r r W a w uai W D O O Khw- �� SF wy, 4u < y s� a 25 a Q j 5 t � a ¢q�¢�lcpc�� °Qm wog; 0 i a g a a 5 u �� act atQrliwa 2 8 W §09 aJY '� ru 3Qz E uHw�wu K mw n4rcyvaa� _ w pi=m�p d _�NrcW W7� mZ�z� 52 W�o��o� Y 'At7 20Q4q,�m W x ��x ppJU2U Q O 4r- WwyQ� � Gggg6,2�] Q R WF7S 7��F�LLJ �}S�a a�w] x �yz wo VNW u e°�zdj uwd m y+ yyyg4 S! - Q z¢gw m 8 U WSOSIQdtyDF Fo¢m Q-7H.tiz�-g z z F 2�5 ; a u 7w�[ Ng�Q i5.izza 004 zO U'w"O K _ $ 3 $ Y a wtirirrc��3ur 7✓1 u�iW 0�009 �00� _� JWZ 6 Q O U 0 Y N N(w�l�U R �. �C( QT��-aF QrQF pwya�•HMfp7 �U-u t5}�p= twJ rpN�aWS'f `-��llaw 00�=WQO � $� mmYRWI�pS{+j�W LL J mQ �Gw � W/J w.:S�OtiyIn �ua M. � S✓~?im4 ur0 JjUUuFFuAu S HW w WU JUiLL Vg j¢6wr O uw N6 tt p 1 i r• p z� a N W m S. i I m `I xx— �IQ K= � 4 w w w 4�F453 0 a J IlJ a l a W �a - u z $ 4 I z [9woJ+ S3 wm w QN� Q i zLL �LLz U a I.tr91 .n ir,r..c.y 7v,1^.ptrv.qY+saK•'•5Qiw9Y�+•rvc�l_lnr:at9ipwrM�rsrr i•:i-r:yyq�tHr, STORMWATER SOLUnoNS_ StormFilter Inspection and Maintenance Procedures StormFilter- Maintenance Guidelines In addition to these two activities, it is important to check The primary purpose of the Stormwater Management the condition of the StormFilter unit after major storms for StormFilter' is to filter out and prevent pollutants from entering potential damage caused by high flows and for high sediment our waterways. Like any effective filtration system, per odically accumulation that may be caused by localized erosion in the these pAutants must be removed to restore the 5tormFilter to its drainage area. It may be necessary to adjust the inspection/ full efficiency and effectiveness. maintenance schedule depending on the actual operating cond-tion-;encountered by the system. In general, inspection Maintenance requirements and frequency are dependent on the activ ties can be conducted at any time, and maintenance should pollutant load characteristics of each site. Maintenance act vities occur, if warranted, in late summer to early fall when flows into may be required in the event of a chemical spill or due to the system are not kkely to be present. excessive sediment loading from site erosion or extreme storms. It -s a good practice to inspect the system after major storm events. Maintenance Frequency The primary factor controlling timing of maintenance of the Maintenance Procedures StormFilter is sediment loading. Although there are likely many effective maintenance A properly functioning system w-ll remove solids from water by options, we believe the following procedure is efficient and trapping particulates in the porous structure of the filter media can be implemented using common equipment and existing inside the cartridges_—he flow through the system will naturally maintenance protocols. A two step procedure is recommended decrease as more and more particulates are trapped. Eventually as follows: the flow through the cartridges will be low enough to require 1. Inspection replacement.It may be possible to extend the usable span of the Inspection of the vault interior to determine the need for cartridges by removing sediment from upstream trapping dev ces maintenance. on a routine as-needed basis in order to prevent material from being re-suspended and discharged to the StormFilter treatment 2. Maintenance system. Cartridge replacement Sediment removal Site conditions greatly influence maintenance requirements. StormFilter units located in areas with erosion or active Inspection and Maintenance Timing construction may need to be inspected and maintained more At least one scheduled inspection should take place per year with often than those with fully stab-lazed surface conditions. maintenance following as warranted. The maintenance frequency may be adjusted as additional First, an inspection should be done before the winter season. monitoring information becomes available during the inspection During the inspect on the need for maintenance should be program. Areas that develop known problems should be determined and,if disposal during maintenance will be required, inspected more frequently than areas that demonstrate no samples of the accumulated sediments and media should be problems, particularly after major storms. Ultimately, inspection obtained, and maintenance activities should be scheduled based on the historic records and characteristics of an individual StormFilter Second,if warranted,a maintenance(replacement of the filter system or site. It=s recommended that the site owner develop cartridges and removal of accumulated sediments)should be a database to properly manage StormFilter inspection and performed during periods of dry weather, maintenance programs. Prior to the development of the maintenance database, the following maintenance frequencies should be followed: Inspection One time per year After major storms Maintenance As needed,based on results of inspection(The average maintenance lifecycle is approximately 1-3 years) Per ftegulatof,�requirement In the event of a chemical spill Frequencies should be updated as required.The recommended initial frequency for inspection is one time per year. StormFilter un'ts should be inspected after major storms. Sediment removal and cartridge replacement on an as needed 7.Remove safety equipment. basis is recommended unless site conditions warrant. 8.If appropriate,make notes about the local dra-nage area Once an understand'ng of site characteristics has been relative to ongoing construction, erosion problems, or high established, maintenance may not be needed for one to three loading of other materials to the system. years, but inspection is warranted and recommended annually. 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Inspection Procedures Maintenance Decision Tree The primary goal of an inspection is to assess the condition of "he need for maintenance is typically based on results of the the cartridges relative to the level of visual sediment loading as inspection. The fo;lowing Maintenance Decision Tree should be used as A relates to decreased treatment capacity. It may be desirable to a general guide. (Other factors,such as Regulatory Requirements,may conduct this inspection during a storm to observe the relative need to be considered) flow through the filter cartridges. If the submerged cartridges are severely plugged,then typically large amounts of sediments will be present and very little flow will be discharged from the drainage pipes. If this is the case, then maintenance is warranted and the cartridges need to be replaced, t Warning: In the case of a sp-li,the worker should abort inspection activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct an inspection: Important: Inspection should be performed by a person who is familiar with the operation and configuration of the Storm Filter treatment unit. 1.If applicable,set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. 2.Visually inspect the external condition of the unit and take 1.Sediment loading on the vault floor. notes concerning defects/problems. a. If >4"of accumulated sediment, maintenance is required, 2.Sediment loading on top of the cartridge. a. If s 1/4" of accumulation, maintenance is required. 3.Submerged cartridges. a. If >4"of static water in the cartridge bay for more that 24 hours after end of rain event, maintenance is required. 4. Plugged media. a. If pore space between media granules is absent, maintenance is required. f 5. Bypass condition. a. If inspection is conducted during an average rain fall sue' event and StormFilter remains in bypass condition (water over the internal outlet baffle wall or submerged cartridges), maintenance is required. 3. Open the access portals to the vault and allow the system vent. 6. Hazardous material release. 4.Without entering the vault,visually inspect the inside of the a. If hazardous material release(automotive fluids or other) unit,and note accumulations of liquids and solids. is reported,maintenance is required. 5.Be sure to record the level of sediment build-up on the floor of 7.Pronounced scum line. the vault,in the forebay,and on top of the cartridges. If flow a. If pronounced scum line(say a 1/4"thick)is present is occurring, note the flow of water per drainage pipe. Record above top cap, maintenance is required. all observations. Digital pictures are valuable for historical documentation. 8.Calendar Lifecycle. 6.Close and fasten the access portals. a. If system has not been maintained for 3 years maintenance is required. 3 Assumptions • No rainfall for 24 hours or more • No upstream detention (at least not draining into StormFilter) • Structure is online • Outlet pipe is clear of obstruction • Construction bypass is plugged Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. Important: If vault entry is requ:red, OSHA rules for conf ned space entry must be followed. Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement , cartridges is available from CONTECH Stormwater Solutions. =' Warning. In the case of a spill, the maintenance personnel should abort maintenance activ ties until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. 'o conduct cartridge replacement and sediment removal maintenance: Important: Note that cartridges containing leaf media(CSF)do 1.if applicable,set up safety equipment to protect maintenance not require unscrewing from their connectors.Take care personnel and pedestrians from site hazards. not to damage the manifold connectors.This connector 2.Visually inspect the external condition of the unit and take should remain installed in the manifold and could be notes concerning defects/problems. capped during the maintenance activity to prevent sediments from entering the underdrain manifold. 3.Open the doors(access portals)to the vault and allow the system to vent. B. Remove the used cartridges(up to 250 lbs.each)from the 4.Without entering the vault,give the inside of the unit, vault. including components,a general condition inspection. Important: Care must be used to avoid damaging the 5. Make notes about the external and internal condition of cartridges during removal and installation.The cost of the vault. Give particular attention to recording the level of repairing components damaged during maintenance sediment build-up on the floor of the vault, in the forebay, will be the responsibility of the owner unless CONTECH and on top of the internal components. Stormwater Solutions performs the maintenance activities 6. Using appropriate equipment offload the replacement and damage is not related to discharges to the system. cartridges(up to 150 lbs.each)and set aside. C. Set the used cartridge aside or load onto the hauling 7. Remove used cartridges from the vault using one of the truck. following methods: D. Continua steps a through c until all cartridges have been Method 1: removed. A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain Method 2: srian&)sd and place them under the vault opening fur A. Enter the vault using appropriate confined space lifting (removal). Unscrew(counterclockwise rotations) protocols. each filter cartridge from the underdrain connector. B. Unscrew the cartridge rap. Roll the loose cartridge,on edge,to a convenient spot beneath the vault access. C. Remove the cartridge hood screws(3) hood and float. Using appropriate hoisting equipment,attach a cable D. At location under structure access, tip the cartridge on it-, from the boom,crane,or tripod to the loose cartridge. side. Contact CONTECH Stormwater Solutions for suggested atta<hment devices. 4 Important: Note that cartridges containing medra other than 11. Close and fasten the door. the leaf media require unscrewing from their threaded 12. Remove safety equipment. connectors.Take care not to damage the manifold 13. Finally, dispose of the accumulated mater-als in accordance connectors.This connector should remain installed in the with applicable regulations. Make arrangements to return the manifold and capped if necessary. used empty cartridges to CONTECH Stormwater Solutions. D. Empty the cartridge onto the vault floor. Reassemble the empty cartridge. E. Set the empty, used cartridge aside or load onto the 4 hauling truck. F. Continue steps a through a until all cartridges haw.been removed. . „ .f t x t 8. Remove accumulated sediment from the floor of the Y vault and from the forebay.This can most effect-vely be accomplished by use of a vacuum truck. 9. Once the sediments are removed,assess the condition of the vault and the condition of the connectors.The connectors are short sections of 2-inch schedule 40 PVC,or threaded schedule 80 PVC that should protrude about 1"above the floor of the vault. Lightly wash down the vault interior. a. If desired,apply a light coating of FDA approved silicon lube to the outside of the exposed portion of the connectors.This ensures a watertight connection between the cartridge and the drainage pipe. b. Replace any damaged connectors. 10. Eking the vacuum truck boom,crane,or tripod,lower and install the new cartridges.Once again,take care not to damage connections. 5 Related Maintenance Activities - Material Disposal Performed on an as-needed basis The accumulated sediment found in stormwater treatment StormFilter units are often just one of many structures in a more and conveyance systems must be handled and disposed of in romprehensrve stormwater drainage and treatment system. accordance with regulatory protocols. It is possible for sediments to contain measurable concentrations of heavy metals and M order for maintenance of the StormFilter to be successful,it organic chemicals(such as pesticides and petroleum products). ,s imperative that all other components be properly maintained. Areas with the greatest potential for K-gh pollutant loading The maintenance/repair of upstream facilities should be carried include industrial areas and heavily traveled roads_ out prior to StormFilter maintenance activities. Sediments and water must be disposed of in accordance with In addition to considering upstream facilities, it is also important all applicable waste disposal regulations.When scheduling to correct any problems identified in the drainage area. Drainage maintenance,consideration must be made for the disposal of area concerns may include:erosion problems, heavy oil loading, solid and liquid wastes.This typically requires coordination with and discharges of inappropriate materials. a local landfill for solid waste disposal. For liqu'd waste disposal a number of opt=ons are available including a municipal vacuum truck decant facility, local waste water treatment plant or on-site treatment and discharge. REYC40 PAPER 004 LED ■ 3r01NA TElt LL7FOHS_ 800.925.5240 contechstormwater.com Support • Drawings and specifications are available at con techstorm water.com. • Site-specific design support is available from our engineers. ©2007 CONTECH Stormwater Solutions CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings,visit contech-cpi.com or call 800.338.1122 Nothing in this catalog should be construed as an expressed warranty or an implied warranty of merchantability or fitness for any particular purpose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale, r iInspection Report Date. r-.-. Personnel Locaton: ., System S-ze: System Type: Vault❑ Cast-In.Place❑ Linear Catch Basin❑ Manhole❑ Other❑ Sediment Thickness in Forebay_ � .. Date- Sediment Depth on Vault Floor: Structural Damage: Estimated Flow from Drainage Pipes(if available) Cartridges Submerged: Yes❑ No ❑ Depth of Standing Water — StormFilter Maintenance Activ t es(rheck off if done and give description) ❑Trash and Debr.s Removal: _.- ❑ Minor Structural Repairs: ❑ Drainage Area Report Excessive Oil Loading: Yea ❑ No ❑ Source: _.- Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas- Yes ❑ No ❑ Source- Items Needing Further Work: _..... Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. Other Comments: .01 n STORMWATER tz= SOLUTIONS I li Review the condition reports from the previous inspection visits. StormFilter Maintenance Report Date: Personnel: Location: System Size: _ System Type: Vault ❑ Cast-In-Place ❑ Linear Catch Basin❑ Manhole ❑ Other❑ List Safety Procedures and Equipment Used: System Observations Months in Service: Oil in Forebay: Yes ❑ No❑ Sediment Depth in Forebay: _.. Sediment Depth on Vault Floor: . Structural Damage: Drainage Area Report Excessive oil Loading: Yes ❑ No❑ Source: Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: _- Erosion of Landscaped Areas: Yes ❑ No ❑ Source: Storm Filter Cartridge Replacement Maintenance Activities Remove Trash and Debris: Yes ❑ No ❑ Details: Replace Cartridges: Yes ❑ No ❑ Details: _ Sediment Removed: Yes ❑ No ❑ Details; �. Quantity of Sediment Removed (estimate?): Minor Structural Repairs: Yes ❑ No ❑ Details Residuals(debris,sediment)Disposal Methods: Notes: STORMWATER SOLUTIONS. Appendix: G CDS Vortec Separator — Maintenance Checklist Al h IdIW]MNCX503W Uva »A LS00:NOI1t/N01S30 311S r,sQj] O01600 02:-66L461?-0-9-O7OZS00 3m SN—mos ans3N.0 W' A331NOO s R Z W2 V V ¢ w O 2 YI r } �l , K W I"na = w g g p ��" u a Ww� fvi3 S�u2 z wnF W==a J m p x xs` W� ww �Iy = rU¢� xrq Z W U O 0 � a O [ w_¢ WOli ti i ei w `�ds pzm g a o msam 'o O yam+ u F z p goo < F.S. T y(}kNSzgvo a LU N ;wW x� yW13 `�3=wor 95 pppUW R� c�mx WV �u I�y '�JJs W sm( V) i Q w S ul w< d QO Q o�ooa� 2 g w L � � ciw �pu�m�� 2 13 j x w omo z 3 NQZ t 3 uo U V_t+n a N 6 ?< m up�yj wa o u .0 m - V g� �a u (.csf w F—m a w�4 p O ox ;� WW R p ZZ ZN V �pS(W jr Z 1 �f w / a rn 4 0 way dN Izz �qq � o ~ W �qj S N Q J F b m a m O O Z - uZ �� 6 O j Q LL LLl N mK...ssi,sp-.r a�A�x�.reaspxl+e.r�rAA�N.e.x:..r 3vi`va9�avvyM �.�'. nB NO-UM3830 NOISIAM 31Y6 gM1n _ ZSaO:NOIIVNJ1S3a KIS ",Sam 3 s Oh-66 L1761?-0-9-9ZOZSGD Dn sNoumos OHMNIWa 3 .HO31N ; y W � 6 zz V O O 4444�� go Wi o o(Z_ yak� 1 � uCZH y 'K � �� O� O 'R i ✓wi lFE�il ~ y yjl OG � OAK 2 W o = z u y,e "'1 u2W [Yy,,>Qyw�d W Z W W m Q y H �2 c Q 2 wZZ v �� W O¢�ON6Oy K �3„ln-A ga a w 2yw-: � Z jmxk.g6y`; w Km �g Oz Ojww OZW� : ¢ ywoN� Rw wW m��mam� ��- 'Y, M � '. K UOU S-�V� �dWF� amlWfl��Ul�� y'• Z � � Z .' O D V � w�w�tW� LL W p I��JJ]3J Y,5- ��N� N�myNOJS}pO12 p6 zW n V 4 T2 wavya�Oj Vl ox ee � LL WO LL 2(J y�wS n' O NH R R R ~ W � MOO jZ J4 Y;� 5�y� W �� b � b u 'm tiw �w mcaG N o -G6 O W .x•X 1.cS1-� u¢ J O •l1 oz t7rc u94 Bp w¢ � r�iLL � � [olg`a I �r F1 4 a Y n i� ....,.,:,i.ewo•.,�<,m:.ri.....»rww..nru'}.a�n....a.ac-.,,,r.:. ,. fry 'C � ram_ • Maintenance Cleaning The CDS system should be inspected at regular intervals and Cleaning of a CDS systems should be done during dry weather maintained when necessary to ensure optimum performance. conditions when no flow is entering the system.The use of a The rate at which the system collects pollutants will depend more vacuum truck is generally the most effective and convenient heavily on site activities than the size of the unit. For example, method of removing pollutants from the system. Simply remove unstable sons or heavy winter sanding will cause the grit chamber the manhole covers and insert the vacuum hose into the sump. to fill more quickly but regular sweeping of paved surfaces will The system should be completely drained down and the sump slow accumulation, fully evacuated of sediment.The area outside the screen should also be cleaned out if pollutant build-up exists in this area. Inspection In installations where the risk of petroleum spills is small,liquid Inspect.-on is the key to effective maintenance and is easily contaminants may not accumulate as quickly as sediment. performed. Pollutant transport and deposition may vary from However, the system should be cleaned out immediately in year to year and regular•nspections will help ensure that the the event of an oil or gasoline spill should be cleaned out system is cleaned out at the appropriate time. At a minimum, immediately Motor oil and other hydrocarbons that accumulate inspections should be performed twice per year(e.g.spring on a more routine basis should be removed when an appreciable and fall)however more frequent inspections may be necessary layer has been captured.To remove these pollutants, it may in climates where winter sanding operations may lead to rapid be preferable to use absorbent pads since they are usually less accumulations, or in equipment washdown areas. Installations expensive to dispose than the oil/water emulsion that may be should also be inspected more frequently where excessive created by vacuuming the oily layer.Trash and debris can be amounts of trash are expected. netted out to separate it from the other pollutants. The screen The visual inspection should ascertain that the system should be power washed to ensure it is free of trash and debris_ components are in working order and that there are no Manhole covers should be securely seated following cleaning blockages or obstructions in the inlet and separation screen. activities to prevent leakage of runoff into the system from above The inspection should also quantify the accumulation of and also to ensure that proper safety precautions have been hydrocarbons, trash,and sediment in the system. Measuring followed.Confined space entry procedures need to be followed pollutant accumulation can be done with a calibrated dipstick, if physical access is required. Disposal of all material removed tape measure or other measuring instrument. If absorbent from the CDS system should be done in accordance with local material is used for enhanced removal of hydrocarbons, the level regulations. In many jurisdictions,disposal of the sediments may of discoloration of the sorbent material should also be identified be handled in the same manner as the disposal of sediments during inspection. It is useful and often required as part of an removed from catch basins or deep sump manholes, operating permit to keep a record of each inspection. A simple form for doing so is provided. Access to the CDS unit is typically achieved through two manhole access covers. One opening allows for inspection and cleanout of the separation chamber(cylinder and screen)and isolated sump. The other allows for inspection and cleanout of sediment captured and retained outside the screen. For deep units,a single manhole access point would allows both sump cleanout and access outside the screen. The CDS system should be cleaned when the level of sediment has reached 75%of capacity in the isolated sump or when an appreciable level of hydrocarbons and trash has accumulated. If absorbent material is used, it should be replaced when significant discoloration has occurred. Performance will not be impacted until 100%of the sump capacity is exceeded however it is recommended that the system be cleaned prior to that for easier removal of sediment. The level of sediment is easily determined by measuring from finished grade down to the top of the sediment pile. To avoid underestimating the level of sediment in the chamber,the measuring device must be lowered to the top of the sediment pile carefully. particles at the top of ��.• _ the pile typically offer less resistance to the end of the rod than s consolidated particles toward the bottom of the pile. Once this measurement is recorded, it should be compared to the as-built ''''- drawing for the unit to determine weather the height of the sediment pile off the bottom of the sump floor exceeds 75%of the total height of isolated sump. I L 4 CDS Diameter Distance from Water Surface Sediment Model to Top of Sediment Pile Storage Capacity ft m ft m yd3 m3 ° 0.4 CDS2015 5 1.5 3.o i CDS3020 ° F - M. I - ° - ° e s 4°40 ° 40_ Table 1: CIDS Maintenance Ind catorsStorage .. ENGINEERED SOLUTIONS Support • Uraviinys,,nJ sperii,nuions an=av,riiohlr at.•.r.tv-can: +..,,,ru,.rtrrt=r,.r * Sit,=-sprnlic drsicJn stggro+r is avaihr6lr hnm om engrr'�=��s <�207d Contrclr Enginrrrr�l Solutions LLC -fi• }rl Conlrr h Engin erred Snlu liom'LC p,nvrdrs site salt:ions far the ciail rnginrrriny inchrslry. 4nrlrch's poi Ifohu�.rcludrs hriGgrs,drainar}r,sanitary srr:vr,sturrn.vatrr,rash stahiLfanun and�:rasi rs:=afar trr,rnu•nt produus.r<n Infurmatlun,vlsil rn�n�i.ContrchES.,nm n,t.rll 800.338.I I72 UOiIJIGG IN TH15 CATAIOG SHUUL�RE COfJSTRUED AS All EXPRE SSEO 4'JAHHAIlTY OR AIJ Rd PIICD!VARft�iU TY OF i,1ERC4;AffTABIIIIY UP,FI IIIESS FOR AilY PARTICIIf AR PURPOSE.SEE THE COflIECH STAN DARU COflOIl10 iJ OF SALES{!'IE l!'A RLE AT!1RLri1LCOIfiECHE S-COf.1/ COSY FOR P.1pRF,li lfO HLIAfl0}!. Thr prndur ys)d,�sr,lhrd may Ire prnu=rJrrl by one ur rnwe of lhr Inllasvrng 11S pa[ants 5,37),LJ!1;5,6h1,SIG;S,/iY/,S)/;5,I!,9,•715:S,l98,R�1 R,S,98S,157;6,U)'/,6;9;G,$SI7,37�1, G,.19f,77R,fi,G41,7J 0;G,S 11,S95;[i,Gd9,Od8;6.97}.i lA;G,9y R,U 9R;1,18G,OS6,1,Y1 G,G97; 7,79T,'7GG;I,Sl/,}50 rr=la[rrl fr,reign patrols m other pabmis pending. 1100.925 5240 CDS Inspection & Maintenance Log CDS Model: Location: Water Floatable Describe Date depth to Layer Maintenance Maintenance Comments sediment' Thickness Performed Personnel 1. The water depth to sediment is determined by taking two measurements with a stadia rod:one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. If the difference between these measurements is less than the values listed in table 1 the system should be cleaned out. Note:to avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. 2. For optimum performance,the system should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of an oil spill,the system should be cleaned immediately. Appendix: H Oil/Water Separator — Maintenance Checklist i 3/22/2012 Qldcastle Precast® ]e[ww.Oldcastle racast.eomlwiisonvilla OILIWATER SEPARATOR (SA-API STYLE) -CLEAN OUT AND MAINTENANCE Gravity API Style Oil/Water Separators (SA's) are pretreatment units that segregate and remove POL (petroleum, oils, lubricants), and other floating constituents and some settleable solids from storm water and wastewater streams prior to their entrance into the surface water or wastewater systems. Water processed through a separator can generally be divided into three phases: oillfloatables, water, and sediment (grit and sludge). As oily water flows through the separator, the lighter-than-water wastes (floatables) rise to the surface and are held in the separation chamber by baffles until pumped out. Oil/Water Separators must be inspected and cleaned regularly in order to perform properly. For new installations, a monthly or bi-monthly cleaning may be required until the maintenance company can establish a predictable level of POL accumulation for the facility. Required cleaning may be extended until an optimum pumping frequency is determined. Maintenance Company or Contractor for cleaning must be Authority having Jurisdiction. In addition to removing the accumulated oils/lubricants and solids, the concrete tank should be inspected and noted for any abnormality, i.e., loose piping components, aggregates exposed due to corrosive environment, or any other noticeable defects. After cleaning/inspection, the concrete tank should be filled with clean water to the bottom of the outlet pipe by filling through the outlet bay side. Clean water introduced in this manner will assist in providing protection from contaminate by-pass from inlet bay to outlet bay. For best performance, it is recommended the entire tank be filled to flow line with clean water prior to startup to prevent any oil/lubricant effluent from transferring to the outlet bay and eventually out to a waterway or treatment plant. In general, acids or acid-producing substances should not be allowed to enter separator in large quantities. Acids can contribute to a corrosive effect on concrete and can be a result of excessive sizing or improper cleaning of the separator. The following list provides a guideline for the activities that should be conducted at the time of each cleaning for most units: 1. Recommended Procedures: a. WARNING: The tank is considered a confined space. Do not enter the unit to perform maintenance, unless properly trained and qualified. b. Inspect manhole frames and covers for defects and missing bolts. Check that the gasket is in place. Proper sealing will prevent escape of gas and odors through the cover. c. Measure and document depth or volume of oils/lubricants at the surface. It should be removed before it reaches a depth of two inches. Use a long pole to determine sludge build-up on the bottom, judged by resistance felt when you attempt to push the pole to the bottom of the separator. If more than six inches of sludge has accumulated, it requires cleaning out. If excessive sludge buildup is a problem, it may be due to problems with catch basins and grit-chambers upstream of the separator. I d. All debris and floatable materials need to be removed, Excessive debris and floatables can affect the distribution of flow through the separator and may increase turbulence. e. Before pump-out, observe the liquid level; a low level could indicate a leaky tank, a high level could indicate a plugged fitting or line. It is highly recommended that the tank be properly vented in both inlet and outlet chamber to minimize gas buildup and help prevent corrosion of the concrete. f. Remove all accumulated oils/lubricants, wastewater, and sludge from the unit and pipinglflttings. Use a high pressure cleaning device to clean the interior walls, bottom, top, and internal components of the unit. Settled solids should be thoroughly vacuumed to prevent biological breakdown and unwanted release of gases. Another method of removal is the use of a skimming device. g. Check for missing grout or caulk seals where baffle/weir walls meet side walls. Repair/replace as necessary. h. Document the structural and operational condition of the unit and associated equipment. i. After cleaning/inspection, the concrete tank should be filled with clean water to the bottom of the outlet pipe by filling through the outlet bay side. Clean water introduced in this manner will assist in providing protection from contaminate by-pass from inlet bay to outlet bay. For best performance, it is recommended the entire tank be filled to flow line with clean water prior to startup to prevent any oil/lubricant effluent from transferring to the outlet bay and eventually out to a waterway or treatment plant. 2. Best Practices: a. Educate and train your staff on proper spill prevention practices- b. Keep records of maintenance on site c. -Inspect catch basins, other units and drained areas upstream of separator. The level of solid material in the base of grit chambers should be well below the level of the invert pipe leaving the catch basin. Make sure paved areas draining into the catch basins are free of large quantities of sand and dirt and other materials that could interfere with the system such as detergents, solvents, and antifreeze agents. These substances cause oils to become more thoroughly mixed with water so that greater quantities of the oil are dispersed as extremely small droplets, emulsions and even solutions.When in this state, oils have little tendency to separate. d. Dispose of or recycle wastesloils per regulated procedures. e. Do not allow corrosive agents to drain into the separator. 2. Appendix: Automatic Oil Shut Off Valve an �� Y�Y�� 3g�p � •lilt fill i / iry in Z r r 0 0 _ m 4J m � Z W O m U m . w � Z Z 6 u ao iv r--� w r--� MI , e t w ^IN _ n i I y o } NWT N1 N � g I W N1P t0 m a o z N � W �Q 2 N r W