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HomeMy WebLinkAbout2007-11-07 PacketCITY OF UKIAH CITY COUNCIL AGENDA Regular Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 November 7, 2007 8:00 p.m. ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS 4. PETITIONS AND COMMUNICATIONS 5. APPROVAL OF MINUTES a. Special Workshop Minutes of 10/3/07 b. Special Adjourned Minutes of 10/29/07 8. RIGHT TO APPEAL DECISION Persons who are dissatisfed with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days (90) the time within which the decision of the City Boards and Agencies may be judicially challenged. 7. CONSENT CALENDAR The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council. Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make fndings in accordance with Administrative Staff and/or Planning Commission recommendations. a. Report of Disbursements for the month of October 2007 b. Adoption of Resolution Authorizing the Submittal of an Application, Acceptance of an Allocation of Funds and Execution of a Grant Agreement with the California Department of Transportation, fora 2.5% Matching Grant in the Amount of $4,875.00, for Federal Aviation Administration (FAA) Approved Project Under Airport Improvement Program (AIP) No. 3-06-0268-10; Authorize the City Manager to Sign Grant Documents Resolution of the City Council of the City of Ukiah c. Adoption of the Ordinances Amending the Portions of Division 3, Chapters 1 and 2; and Division 6, Chapter 3 Articles 1 and 2 of the Ukiah City Code, Pertaining to the Adoption of the Building Codes and the Safety/Fire Code and the Amendments Thereof d. Notification to Council of ESRI Geographical Information System Software Maintenance Renewal Agreement in the Amount of $8,144.97 e. Adoption of Ordinance Rezoning Assessor Parcel Numbers 003-130-52,54,56, 57 and Establishing aMixed-Use/Professional Office Planned Development f. Police Department Strategic Planning Process g. To Report the Expenditure of $5,800. to Wipf Construction for Trenching and Replacement of Approximately 70 Feet of 6" Conduit on the SW Corner of Lorraine Street. h. Approval of Purchase of Small Utility Cart from Rainbow Agricultural Service in the Amount of $6,142.40. 8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda, you may do so at this time. In order for everyone to be heard, please limit your comments to three (3) minutes per person and not more than ten (10) minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda. 9. PUBLIC HEARINGS (6:15 PM) a. Public Hearing Regarding Notification of Award of Supplemental Law Enforcement Services Fund, Citizens Option for Public Safety (SLESF, Cops) Grant in the Amount of $100,000 FY 07/08; Authorization of 07/08 Spending Plan for Use of Grant Funds. b. Consideration of Request by Ukiah Unified School District to use $300,000 of their Portion of Redevelopment Funds to be used for the Renovation of the Tennis Courts at Ukiah High School per the Agreement Between the Ukiah Redevelopment Agency and Ukiah Unified School District Dated January 14, 2003. c. Continue Public Hearing on Urban Water Management Plan Update and Possible Adoption of Plan 10.UNFINISHED BUSINESS a. Discuss Possible Unreinforced Masonry Building Upgrade Incentives and Provide Direction to Staff b. Status Report Regarding Downtown/Perkins Street Form Based Code Project c. Authorization of Expenditure for Environmental Compliance and State Geotracker Services at the Ukiah Solid Waste Disposal Site 11. NEW BUSINESS a. Adoption of Resolution Approving the Smith/Delucchi Major Subdivision No. 06-40 Located at 1165 South Dora Street b. Implementation of Proposition 1 B: Local Street and Road Funds c. Adoption of Resolution Approving Memorandum of Understanding for Employee Bargaining Unit -Management Unit 12. COUNCIL REPORTS 13. CITY MANAGER/CITY CLERK REPORTS 14. CLOSED SESSION -Closed Session may be held at any time during or before the meeting a. Labor Negotiations: Management Unit (§ 54957.6) Negotiator: Candace Horsley, City Manager b. Conference with Real Propertv Negotiators (§ 54956.8); Property: APN 156-240-02, 03, 06, 07, 08 (Ukiah); Negotiator: Candace Horsley, City Manager; Negotiating Parties: City of Ukiah & David Hull/Ric Piffero; c. Conference with Real Propertv Negotiators (§ 54957.6) Property: 107 E. Oak Street, Ukiah; Negotiator: Lisa Mammina d. PUBLIC EMPLOYMENT (§ 54957) Title: City Manager 15. ADJOURNMENT Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specifc accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda. Dated this 2"d day of November, 2007. Linda C. Brown, City Clerk CITY OF UKIAH 5a CITY COUNCIL MINUTES UKIAH VALLEY CONFERENCE CENTER Cabernet 1 Room 200 S. School Street Ukiah, CA 95482 October 3, 2007 3:30 p.m. Workshop Urban Water Management Plan Timed Item 3:30 p.m. 1. CALL TO ORDER The Ukiah City Council met at a Regular Meeting on October 3, 2007, the notice for which being legally noticed on, September 28, 2007. Mayor Rodin called the meeting to order at 3:45:16 PM. Roll was taken with the following Councilmembers present: Thomas, Crane, McCowen, and Mayor Rodin. Councilmember Baldwin arrived at 3:54 P.M. Absent: None. Staff present: City Manager Horsley, City Attorney Rapport, Community Services Director Sangiacomo, Planning and Building Director Stump, Public Works Director Eriksen, and Deputy City Clerk Brown. Consultant Present: Bob Wagner, Wagner &Bonsignore, 2. REVIEW AND DISCUSS DRAFT UPDATE OF URBAN WATER MANAGEMENT PLAN City Attorney Rapport presented the item. We have received written comments to date only from the Sonoma County Water Agency which they marked up directly on the draft plan document. An itemized one-and-one-half page summary of those comments and our proposed responses to them are part of today's packet, which were prepared by Tim Banyai, Brown & Caldwell, who are responsible for the overall response for preparation of the Urban Water Management Plan. A public hearing has been noticed for October 17, with the goal of adopting the Urban Water Management Plan on that, or a subsequent meeting. He introduced Mr. Robert Wagner, Wagner & Bonsignore, a hydrologist specializing in water rights and hydrology related to water rights, who was invited to discuss how he arrived at his conclusions regarding water availability, set forth in Section 3.10 of the draft plans. He was also available to respond to questions from the City Council and the general public. 3:50:25 PM Robert Wagner of Wagner &Bonsignore stated he brought six items for discussion concerning what Wagner &Bonsignore modeled and why, for which he provided a handout. Discussion items included: • What did we model and why? • Future supply limitations • Ukiah's water rights • Regulatory constraints for perfecting Ukiah's water rights • Management constraints and regional water planning • Public Comments on Urban Water Management Plan The model was intended to predict the impacts on the water supply and operations of Lake Mendocino due to reduced Eel River imports resulting from the 2004 amendment of PG&E's Federal Power Act license for the Potter Valley Hydroelectric Project as contained in condition E-5. The model evaluated the hydrologic record for the period of 1961-2006. The 2004 amendments to the Potter Valley project license imposed new criteria curtailing the flow of discharges from the Eel River in the East Fork of the Russian River Mr. Wagner noted that there has been much concern and discussion about the impacts of the amendment. He stated that the timing and distribution of the reduced Eel River diversions-when they would occur and how timing would affect the water supply, is not clear. Wagner &Bonsignore used historical releases to predict the impact of the reduced Eel River diversions. The Army Corps of Engineers keeps good data on daily water surface elevations, so Wagner &Bonsignore had sufficient information to determine inflow, outflow, losses, and to predict the impact on the water surface elevation of Lake Mendocino. 4:06:31 PM Based on his modeling, Mr. Wagner believes that the City has sufficient water to meet the full 20 cfs entitlement under its appropriative water rights permit, provided the minimum flows required by State Water Board decision 1610 remain in effect. He noted that state and federal regulatory agencies, such as the California Department of Fish and Game, could advocate for changes in the operation of Lake Mendocino to protect fishery resources or for other reasons which could impact the availability of water to the City. He noted the focus on siting new groundwater wells and going forward with those plans is the best option for the City's future control over its water supply. What the Urban Water Management Plan document draft says doesn't mean there won't ever be shortages, etc. Climatic changes can happen -the City should have a plan with good conservation - and use of ground water is a good way of doing that. The contract for 800 acre feet of water each year that the City currently has is considered by Mr. Wagner to be prudent insurance. Regarding discussion of siting new wells, Mr. Wagner indicated he would find out how much of the 90,000 acre feet of water is recoverable. Regarding the characteristics of the groundwater aquifer within the City Limits, Mr. Wagner thinks it likely that Brown & Caldwell has already evaluated this, and he will check to confirm what they have done that might be built upon. Public Comment Opened: 5:25:39 PM Cliff Paulin stated his concern for future surface water; he also referenced legal challenges of overlying users versus non-overlying users of groundwater; and also made reference to gray water studies about reducing the amount of water going into the wastewater treatment plant. He also stated concern about the City's wells and their proximity to the Russian River. Public Comment Closed 4. ADJOURN TO REGULAR CITY COUNCIL MEETING The meeting adjourned at 5:41:11 PM to the regular City Council Meeting beginning at 6:00 PM. Linda C. Brown, Deputy City Clerk 2 5b CITY OF UKIAH CITY COUNCIL MINUTES Special Adjourned Meeting CIVIC CENTER COUNCIL CHAMBERS 300 Seminary Avenue Ukiah, CA 95482 October 29, 2007 4:30 p.m. ROLL CALL The Ukiah City Council met at a Special Adjourned Meeting on October 29, 2007, the notice for which being legally noticed on, October 26, 2007. Mayor Rodin called the meeting to order at 4:31:46 PM. Roll was taken with the following Councilmembers present: Thomas, McCowen, Baldwin, and Mayor Rodin. Councilmember Crane arrived at 4:38 P.M. Absent: None. Staff present: City Manager Horsley, City Attorney Rapport, and City Clerk Brown. Consultants Attending: Emmett Smith, CPA Attending from the Ratto Group: David Carroll, John Shea, and Bruce McCracken 2. UNFINISHED BUSINESS a. Discussion and Pos City Attorney Rapport presented the item. Recommended Action: Adopt resolution. He noted that all three principals are present from the Ratto Group. The City's Subcommittee has been negotiating for a number of conditions as outlined in the staff report. All encumbrances will be released when the sale closes, and we will record a memorandum of agreement (a summary) of our rights. Emmett Smith, CPA, spoke to conditions of the existing contract. He also stated that the value of recyclables is an offset to the cost of collections. Attorney Rapport stated to ensure that periodic inspections may take place, and for this provision to be directly enforceable, the City would need to add some language in the contract with Pacific Recycling Solutions. Bruce McCracken, Ratto Group, 5:03:54 PM stated they were going to invest in a scalepack, a computerized system, to keep track of the concrete, etc., that comes in to the facility. Reporting will be simplified at both sites. He expects the most significant change to be at the Transfer Station. He thinks it is important that they continue to have regular meetings with the City. Dave Carroll stated he didn't think that inspections by the City would be a problem. Public Comment Opened: 5:13:53 PM Mike Sweeney, MSWMA, spoke to the item. Public Comment Closed M/S McCowen/Crane to approve the recommended action, with inclusion of the addition of the allowance of inspections being incorporated in the final agreement of Attachment Exhibit 1 of the Resolution;; Attorney Rapport stated he could add a paragraph in provision 2c of the Assignment and Consent, Waste Collection Contract, adding to the conditions that the City be allowed to conduct periodic inspections to verify that materials are properly weighed and accounted for. Motion carried by the following roll call vote: AYES: Councilmembers Thomas, Crane McCowen, Baldwin and Mayor Rodin. b. Adoption of Resolution Extending Partial Suspension of the Enforcement of Sewer Lateral Inspection and Repair Ordinance 521.23 PM City Attorney Rapport presented the item. Recommended Action: Adopt the resolution extending suspension of enforcement of sewer lateral inspection and repair ordinance. The Resolution previously adopted expires November 1, 2007. Now that the City's agreement with River Watch and the sewer lateral inspection and repair process is ongoing, this resolution will extend until the new program is implemented. M/S McCowen/Crane to adopt the recommended action. Motion carried with an all Ayes voice vote. 3. ADJOURNMENT There being no further business, the meeting adjourned at 5:22:45 PM. Linda C. Brown, City Clerk 2 r ITEM NO.: 7a DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: REPORT OF DISBURSEMENTS FOR THE MONTH OF OCTOBER 2007 Payments made during the month of October 2007, are summarized on the attached Report of Disbursements. Further detail is supplied on the attached Schedule of Bills, representing the four (4) individual payment cycles within the month. Accounts Payable check numbers: 80054-80178, 80232-80442, 80498-80588 Accounts Payable Manual check numbers: none Payroll check numbers: 80179-80231, 80443-80497 Payroll Manual check numbers: none Void check numbers: 80589 This report is submitted in accordance with Ukiah City Code Division 1, Chapter 7, Article 1 RECOMMENDED ACTION: Approve the Report of Disbursements for the month of October 2007. ALTERNATIVE COUNCIL POLICY OPTIONS: N/A Citizen Advised: N/A Requested by: Candace Horsley, City Manager Prepared by: Kim Sechrest, Accounts Payable Specialist Coordinated with: Finance Director and City Manager Attachments: Report of Disbursements i APPROVED: Candace Horsley, City Mana er KRS:WORDIAGENDAOCT07 CITY OF UKIAH REPORT OF DISBURSEMENTS REGISTER OF PAYROLL AND DEMAND PAYMENTS FOR THE MONTH OF OCTOBER 2007 Demand Payments approved: Check No. 80054-80178, 80232-80310, 80311-80442, 80498-80588 FUNDS: 100 General Fund $151,708.19 600 Airport $10,0 55_.15 105 Measure S General Fund $32,9_30.97 610 Sewer Service Fund . _ 131 Equipment Reserve Fund 611 Sewer Construction Fund _ 140 Park Development _ _ _ 612 City/District Sewer $74,825.60 141 Museum Grants - _ 615 City/District Sewer Replace 143 N.E.H.1. Museum Grant - - _ 620 Special Sewer Fund (Cap Imp) __. 150 Civic Center Fund 640 San Dist Revolving Fund 200 Asset Seizure Fund $3,663.73 _- - _. 641 Sanitation District Special 201 Asset Seizure (Drug/Alcohol) _ _ 650 Spec San Dist Fund (Camp Imp) 203 H&S Education 11489 (B)(2)(A1) _ _$803.82 652 REDIP Sewer Enterprise Fund _ 204 Federal Asset Seizure Grants 660 Sanitary Disposal Site Fund $1,344.41 205 Sup Law Enforce. Srv. Fund (SLESF) $2,08.3.33 661 Landfll Corrective Fund 206 Community Oriented Policing _ _. _ 664 Disposal Closure Reserve $2,111.25 ___ _ 207 Local Law Enforce. 81k Grant _ - 670 U.S.W. Bill & Collect _ $23,522.45 220 Parking Dist. #1 Oper & Maint _ $698.33 678 Public Safety Dispatch $1,281.98 230 Parking Dist #1 Revenue Fund $170.00 __ 679 MESA (Mendocino Emergency Srv Auth) 250 Special Revenue Fund $5,310.90 _._ -__ 695 Golf $60,599.34 _ - 260 Downtown Business Improvement $256.98 _.-- 696 Warehouse/Stores $2,056.72 ___. 270 Signalizaton Fund _ $11,500.00 _ -- _ 697 Billing Enterprise Fund $5,159.14 __.. 290 Bridge FUntl $7,022.27 698 Fixed Asset Fund $1,255.29 300 2106 Gas Tax Fund ___ 699 Special Projects Reserve 301 2107 Gas Tax Fund _ 800 Electric $524,069.50 - _. 303 __ 2105 Gas Tax Fund __ _ __ 805 Street Lighting Fund __ _$_12,228.88 310 Special Aviation Fund _. ___ 806 Public Benefts Charges $3,321.30 - 315 Airport Capital Improvement ___ 820 Water _$89,934.57 330 1998 STIP Augmentation Fund $79,494.18 _ - - 840 Special Water Fund (Cap Imp) $150.94 332 Federal Emerg. Shelter Gran[ _ 900 Special Deposit Trust 524,628.22 333 Comm. Development Block Grant _ 910 Worker's Comp. Fund __ $608.60 334 EDBG 94-333 Revolving Loan _ _ 920 Liability Fund _ 335 Community Dev. Comm. Fund _ 940 Payroll Posting Fund _ $348,031.40 340 56325 Reimbursement Fund 950 General Service (Accts Recv) $759.88 341 S.T.P. __ _ _ 960 Community Redev. Agency $617.54 342 Trans-Traffic Congest Relief __- _ 962 Redevelopment Housing Fund 345 Off-System Roads Fund _ _ - 965 Redevelopment Cap Imprv. Fund - _-- 410 Conference Center Fund $7,687.77 966 Redevelopment Debt Svc. -- 550 Lake Mendocino Bond - - _ 975 Russian River Watershed Assoc 64,722.52 $ 575 Garage $3,300.62 976 Mixing Zone Policy JPA _ PAYROLL CHECK NUMBERS 80179-80231 TOTAL DEMAND PAYMENTS-A/P CHECKS $1,557,915.77 DIRECT DEPOSIT NUMBERS 34239-34411 TOTAL DEMAND PAYMENTS-WIRE TRANSFERS' $1,816,799.00 PAYROLL PERIOD 9/23/07-10/6/07 TOTAL PAYROLL VENDOR CHECKS $53,729.34 PAYROLL CHECK NUMBERS: 80443-80497 _ TOTAL PAYROLL CHECKS $135,948.52 DIRECT DEPOSIT NUMBERS 34412-34585 TOTAL DIRECT DEPOSIT $456,047.05 PAYROLL PERIOD 10/7/07-10/20/07 TOTAL PAYROLL TAXES (EFTS) $156,859.73 VOID CHECK NUMBERS: 80589 TOTAL PAYMENTS $4 177,299.41 ' VENDOR: KIEWIT PACIFIC COMPANY CERTIFICATION OF CITY CLERK This register of Payroll and Demand Payments was duly approved by the Cily Council on Clerk APPROVAL OF CITY MANAGER I have examined this Register and approve same. City Manager CERTIFICATION OF DIRECTOR OF FINANCE I have audited this Register and approve for accuracy and available funds. 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F E E m g ~ ~~~~~~o ~ ao ~a ~ o ~~~ a a ~~~~~~~~~ ~ ~~ ~' ~' ooo a W ~ u u O ~O N Oi M r rl C C r T O Ifl O N O r r W C C N O dl r'1 N 01 to O N N m O N O W O\ r m W r r r 1n t+l .-I Ifl N T O \O m O1 O N ~fl rl \O f'1 N O m M ~'1 N l0 r 01 NI N N N N N N C t~l r Q1 C V t+l N t+l O N H .] W J a .] K P O W W y W U m ~ W t /1 [ /i 4 ° " zw ~zzza ° a'. ~ z w ~ ~ ~w ~ wm m ~ u i ~ a`~ A u `' QQQ da a a u .a s o a~ ~ yy F F E E~ F F E W E O~ W^ 0~ W 0 o [~ ~~~~ Q C Q Q E N 0.' 0.' a W O N U~ q W ~ W .] .] F ~2 F ma aaa LL a a a a hE ZLOmmN W W w `~ 3 Q ~ > > 3 s S ~~ ~ H~ ~ a W W~ q oa H a r a H ~ W U 0 O a d 0 c a U W U H O H Q a U a O U U 4 N ~ H m m w a N M N ~ ti ~ ~ a O w W O N r z U N O V U a 0 ti c m W ~ r] .. ~ 2 r W O a r ~ E o a m o z H z u ~~ ~ O N ~ W U O Q O m a ti N a 4 O F a a a m O 0 Q w a a Q C O V W a ITEM NO. 7b DATE November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: ADOPTION OF RESOLUTION AUTHORIZING THE SUBMITTAL OF AN APPLICATION, ACCEPTANCE OF AN ALLOCATION OF FUNDS AND EXECUTION OF A GRANT AGREEMENT WITH THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, FORA 2.5% MATCHING GRANT IN THE AMOUNT OF $4,875.00, FOR FEDERAL AVIATION ADMINISTRATION (FAA) APPROVED PROJECT UNDER AIRPORT IMPROVEMENT PROGRAM (AIP) NO. 3-06-0268-10; AUTHORIZE THE CITY MANAGER TO SIGN GRANT DOCUMENTS RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH On July 23, 2007, the Ukiah City Council accepted a grant from the Federal Aviation Administration (FAA) in the amount of $195,000.00. This grant will be used to complete the design/engineering portion of the Storm Drain project at the Ukiah Airport. Under the grant rules, CALTRANS will participate in any FAA grant for 2.5% in matching funds. Now that the grant has been approved by the FAA and accepted by City Council, the City must apply for the 2.5% matching funds from the state. Staff is requesting the Council approve the attached resolution and authorize the City Manager to sign the grant documents. RECOMMENDED ACTION: Adopt Resolution and Authorize the City Manager to Sign Grant Documents ALTERNATIVE COUNCIL POLICY ACTION: Determine Grant Request is not Appropriate and Provide Direction to Staff CITIZEN ADVISED: N/A REQUESTED BY: PREPARED BY: COORDINATED WITH: ATTACHMENTS: Paul Richey, Airport Manager Paul Richey, Airport Manager Candace Horsley, City Manager 1 -Draft Resolution 2 - FAA Grant Document 3 - CALTRANS grant application APPROVED: ~~~ Candace Horsley, City Manage ATTACHMENT RESOLUTION NO. 2007- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH AUTHORIZING THE SUBMITTAL OF AN APPLICATION, ACCEPTANCE OF AN ALLOCATION OF FUNDS AND EXECUTION OF A GRANT AGREEMENT WITH THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, FOR A MATCHING GRANT FOR FEDERAL AVIATION ADMINISTRATION (FAA) APPROVED PROJECT UNDER AIRPORT IMPROVEMENT PROGRAM (AIP) NO. 3-06-0268-10 WHEREAS, pursuant to Section 21683.1 of the Public Utilities Code (PUC) the California Transportation Commission (CTC) is authorized to allocate funds for a portion of the local match for Airport Improvement Program (AIP) grants; and WHEREAS, the California Department of Transportation, acting on the authority of the California Transportation Commission, may provide two point five percent (2.5%) for that portion of the FAA grant which is for airport and aviation purposes; and WHEREAS, the City of Ukiah is submitting an application for matching funds for an FAA project to replace storm drain system at the Ukiah Regional Airport (design only), which is included in the state and FAA Capital Improvement Program (CIP), for the Ukiah Regional Airport. NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of Ukiah, State of California: Authorizes filing of the application for matching funds for the FAA Grant No.3-0 6-0268-10 project. Authorizes accepting the allocation of funds for the project at the Ukiah Regional Airport. Authorizes execution of the Grant Agreement; and BE IT FURTHER RESOLVED, that the City Council of the City of Ukiah does hereby authorize the City Manager to sign any documents required to apply for and accept these funds on behalf of the City of Ukiah. PASSED AND ADOPTED on this 7`h day of November, 2007 by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mari Rodin, Mayor ATTEST: Linda C. Brown, City Clerk ~~ GRANT AGREEMENT ATTACHMENT a U. S. Department of transportation Federal Aviation Administration Date of Offer: July 3, 2007 Recipient: City of Ukiah (Herein called ["Sponsor"]) Project Number: 3-06-0268-10 Airport: Ukiah Municipal OFFER THE FEDERAL AVIATION ADMINISTRATION, FOR AND ON BEHALF OF THE UNITED STATES, HEREBY OFFERS AND AGREES to pay, as the United States' share, Ninety-five percent (95%) of the allowable costs incurred in accomplishing the project consisting of the following: "Improve Airport Drainage (Design) Phase 2" as more particularly described in the Project Application dated April 10, 2007. The maximum obligation of the United States payable under this Offer shall be $195,000.00 for airport development. This offer is made in accordance with and for the purpose of carrying out the provisions of Title 49, United States Code, herein called Title 49 U.S.C. Acceptance and execution of this offers all comprise a Grant Agreement, as provided by Title 49 U.S.C., constituting the contractual obligations n fights of the U ' d St nd the Sponsor. UNITED STATES OF AMERICA FEDERAL AVIATION ADMINISTRATION Manager, San Francisco Airports District Office SPECIAL CONDITIONS The Sponsor agrees to comply with the Special Conditions as described in Attachment A. ACCEPTANCE The Sponsor agrees to accomplish the project in compliance with the terms and conditions contained herein, in the Project Application, and in the May 2007 "Terms and Conditions of Accepting Airport Improvement Program Grants" signed on June 24. 2007 . Executed this ay of ~yt2 , 20~ (Seal) Signature of Sp nsor's Designated fficial Representative Title CERTIFICATE OF SPONSOR'S ATTORNEY 1, D A ~ ~ p ~ , ?,q r P o ~T- ,acting as Attorney for the Sponsor do hereby certify: That in my opinion the Sponsor is empowered to enter into the foregoing Grant Agreement under the laws of California. Further, I have examined the foregoing Grant Agreement, and the actions taken by said Sponsor relating thereto, and find that the acceptance thereof by said Sponsor's official representative has been duly authorized and that the execution thereof is in all respects due and proper and in accordance with the laws of the said State and Title 49 U.S.C. In addition, for grants involving projects to be carried out on property not owned by the Sponsor, there are no legal impediments that will prevent full performance by the Sponsor. Further, it is my opinion that the said Grant Agreement constitutes a legal and binding obligation of the Sponsor in accordance with the terms theceeL ~~ Executed this2 ~ day of +~ w , 20 ° ~V ~ _ Signatur onsor's At o ne~~ ATTACHMENTy~ STATE OF CALIFORNIA- DEPARTMENT OF TRANSPORTATION STATE MATCHING GRANT FOR FAA AIRPORT IMPROVEMENT PROGRAM -APPLICATION DOA-0012 (REV. 01/2005) PLEASE PRINT OR TYPE AND COMPLETE ALL ITEMS PART I. AIRPORT INFORMATION PUBLIC ENTITY City Of Ukiah AIRPORT NAME Ukiah Municipal Airport PERMIT NO. CONTACT NAME Paul Richey BUSINESS ADRESS BUSINESS PHONE 300 Seminary Ave Ukiah, California 95482 707 qs7-2855 PART II. PROJECT INFORMATION Verity that project is within the Department's most recent Capital Improvement Plan: Yes_x_ No_ If no, then project is not eligible for grant funtls. DESCRIPTIVE TITLE OF APPLICANT'S PROJECT (as shown on page one of the executed grant agreement and in FEDERAL the adoptetl Capital Improvement Plan): GRANT $ 195,000 Attach Additional Sheets if Necessa Phase 2 Design Storm Drain Reconstruction APPLICANT FUNDS $ 5425 STATE FUNDS $q,875 TOTAL COST PART III. REQUIRED SUPPORTING DOCUMENTS Pursuant to Public Utilities Code Sections 21681-21684 and Section 4067 of the CARP Regulations, submit the following documents with this application: • Local government approval (resolution or minute order) as described in Section 4067(a). • FAA Grant Agreement with FAA and sponsor signatures. • Verification of full compliance with the California Environmental Quality Act (CEQA) by submitting information to fulfill either 1. or 2. below: 1. Copy of Notice of Exemption or provide the Categorical Exemption Class # _1_ (CEQA Guidelines Sections 15300-15333) 2. Copy of Notice of Determination or provide the following information: • Environmental Impact Report (Title/Date) State Clearinghouse (SCH)# or • Negative Declaration (Title/Date) State Clearinghouse (SCH)# or • National Environmental Policy Act (NEPA) document (Title/Date) (NEPA documents-Environmental Impact Statement or Finding of No Significant Impact must comply with CEQA provisions) • 11 x 17-inch Drawing or Airport Layout Plan showing project location(s) and dimensions. • Completed CARP Certification (Form DOA-0007), if not submitted to the Division of Aeronautics earlier for this fiscal year. PART IV. AUTHORIZATION AUTHORIZED OFFICIAL'S SIGNATURE TITLE City Manager PRINT NAME DATE SEND COMPLETED APPLICATION AND ALL SUPPORTING DOCUMENTS TO: CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF AERONAUTICS - MS #40 P.O. BOX 942874 SACRAMENTO, CA 94274-0001 ADA Notice For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-8410 or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95874. TITLE ORDINANCE NO. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING DIVISION 6, CHAPTER 3, ARTICLES 1 AND 2, OF THE UKIAH CITY CODE, ENTITLED, FIRE PREVENTION CODE. SECTION ONE Sections 5200, 5202, 5211, 5213-5218, 5221, and 5223 of the Ukiah City Code are hereby amended or repealed as follows: §5200: ADOPTION OF CALIFORNIA FIRE CODE: The 2007 edition of the California Fire Code, including all appendices, standards and references, as adopted by the California Building Standards Commission and codified in Title 24, Part 9 of the California Code of Regulations and all future amendments thereto are hereby adopted in the City of Ukiah, except as to omissions, amendments and additions contained in this Chapter. The California Fire Code, as amended from time to time, is hereby adopted and made a part hereof, as if fully set forth herein. 5202: ENFORCEMENT: A. The California Fire Code (CFC) herein adopted shall be enforced by the chief of the fire department of the City who is hereby appointed to supervise the Bureau of Fire Prevention and such regularly employed members of said Department in accordance with the applicable provisions of the California Fire Code. B. Appendix 1, Section 104.3 of the California Fire Code is amended by adding subsection 104.3.2 thereto as follows: Section 104.3.2 -Self-Inspection Program For the purpose of providing and maintaining functions necessary for the prevention of fire and for the protection of life and property from fire and panic, there is hereby established a "Self-Inspection Program" assuring that certain California Building Code (CBC) Group B, F, H, L, M, and S occupancies within the City are inspected on an annual basis for fire safety. The Ukiah Fire Department may deliver, by hand or by mail, "Self-Inspection Worksheet" and "Business and Emergency Record" forms as established from time to time by said department to certain CBC Group B, F, H, L, M, & S occupancies within the City on an annual basis, or as may be initiated through the Business License Application process. The owner or manager of said occupancy or person in highest authority in said occupancy shall be allowed thirty (30) days from issue date, as noted on the Self- Inspection Worksheet, in which to conduct an inspection for fire safety, correct any deficiencies, complete said forms, and return completed forms to the Ukiah Fire Department as directed by the Fire Chief or his designee. Any person who fails to comply with the requirements to return said forms duly completed and to correct the deficiencies noted in said occupancies within thirty (30) days of the issuance of said forms shall be guilty of an infraction. C. Except as expressly provided elsewhere in this Code, any person, firm or corporation, whether as principal, agent, employee, tenant, owner orotherwise, violating or causing the violation of any of the provisions of this Chapter, shall be guilty of a misdemeanor and upon conviction thereof shall be punishable by a fine of not more than one thousand dollars ($1,000.00). 5211: SECTION 105.2: Appendix Chapter 1, Section 105.2 of the California Fire Code is amended by adding to Section 105.2. Section 105.2 -Application for Permit (also Section 901.2). The City Council may establish, by resolution, fees for permit applications. 5213: APPENDIX D, SECTION D102.1 Section Appendix D, Section D102.1,of the California Fire Code is amended by adding subsection D102.2. Section D102.2- Obstruction and control of fire apparatus access. General. The required width of any fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under Appendix D shall be maintained at all times. No owner, lessee of the land or proprietor, partner, officer, director, manager, or agent of any business or other activity carried on upon the land shall, after receiving notice thereof, permit or otherwise allow, and no person shall cause any activity, practice or condition to occur or exist, or continue to exist, upon said land which shall lessen, obstruct or impair the access required under this code. Entrances to roads, trails or other accessways which have been closed with gates and barriers in accordance with Section D103.5 shall not be obstructed by parked vehicles. 5214: SECTION 901.4.2 . REPEALED. 5215: SECTION 902: Section 902 of the California Fire Code is amended to read as follows: Section 902 -Definitions. For the purpose of this article, the following definitions shall apply: CENTRAL ALARM STATION Defined in Section 202. COST OF WORK See Building Code. EXISTING STRUCTURE Defined in Section 202. STRUCTURE is any continuous building regardless of property lines 521fi: SECTION 903.2: Section 903.2 of the California Fire Code is amended by adding subsections 903.2(a) and 903.2(b). Section 903.2(a) -Where Required. For all occupancies, an automatic fire sprinkler system shall be installed as follows: (1) New structures requiring a fire flow of 2,000 g.p.m, or greater (see table B105.1) (2) Additions to existing structures where the new total building area would require a fire flow of 2,000 g.p.m. or greater (see table B105.1) (3) Existing structures which are remodeled, added to or altered, except for ordinary maintenance and repair not involving structural alterations, requiring a fire flow of 2,000 g.p.m. or greater (see table 6105.1), and when the cost of such work within any 36 month period exceeds $60,000. Projects which are solely complying with statutory regulations (examples maybe health and safety codes, earthquake/seismic, ADA, or fagade improvements) will not trigger this requirement. (4) New structures over 30 feet in height, as determined in the Building Code. (5) Those structures which require a fire flow in excess of the capability of the available water supply. (See Appendix B and Table B105.1) Existing buildings in UBC Group R-1 which are modified to create five or more individual dwelling units, shall be provided with an approved automatic fire protection system designed and installed in accordance with NFPA 13R. 5217: SECTION 903.2(B) -FIRE WALLS. Structures which are larger than the maximum allowable area according to Table B105.1 for the appropriate type of construction, but which are divided into spaces that are less than the maximum allowable area by approved fire walls, as outlined in section CBC 705, need not be equipped with approved automatic fire sprinkler systems when otherwise required by Section 903.2(a) (1 ), (2), (3), (4) or (5). 5218: SECTION 506.2.1: Section 506.2.1 of the California Fire Code is added as follows: Section 506.2.1 -Emergency electrical disconnects. Where access to main electrical control panels requires entry to, and passage through, portions of a structure which may be involved with fire, smoke, gasses, hazardous materials, or which otherwise present unsafe conditions to emergency personnel, the Chief may require that a means of remotely disconnecting electrical service to the structure be provided. This means of remotely disconnecting electrical service shall be by a secured key switch mechanism approved by the Fire Department. 5221: (Covered in Chapter 22 -Motor Fuel and Fuel Fired Appliances, Section 603 and NFPA Section 31. REPEALED. 5223: SECTION 3404.4.9 Section 3404.4.9 is hereby added to the California Fire Code to read as follows: Section 3404.4.9 -Existing Storage Locations. All existing storage for Class 1 and II flammable or combustible liquids in aboveground tanks in the City shall meet all requirements of this ordinance and the code provisions adopted hereunder. Storage tanks that, in the opinion of the Fire Chief, pose an unreasonable risk or fire hazard and do not comply with said requirements shall be removed within one year of written notice from the Fire Department. SECTION TWO. EFFEGTIVE DATE AND PUBLICATION. This Ordinance shall be in full force and effect on January 1, 2008. Within fifteen days after its adoption, this Ordinance shall be published once in a newspaper of general circulation in the in the City of Ukiah. In lieu of publishing the full text of the Ordinance, the City may publish a summary of the Ordinance once 5 days prior to its adoption and again within 15 days after its adoption. Introduced by title only on , 2007, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Adopted on , 2007 by the following roll calf vote: AYES: NOES: ABSENT: ABSTAIN: Mari Rodin, Mayor ATTEST: Linda Brown, City Clerk ITEM N0: 7c DATE: November 7, 2007 AGENDA SUMMARY REPORT SUB]ECT: ADOPTION OF THE ORDINANCES AMENDING THE PORTIONS OF DIVISION 3, CHAPTERS 1 AND 2; AND DIVISION 6, CHAPTER 3 ARTICLES 1 AND 2 OF THE UKIAH CITY CODE, PERTAINING TO THE ADOPTION OF THE BUILDING CODES AND THE SAFETY/FIRE CODE AND THE AMENDMENTS THEREOF. SUMMARY: On October 17, 2007, the City Council unanimously introduced an ordinance amending the City Code provisions related to Building and Fire regulations. The purpose of this agenda item is for the Council to formally adopt the ordinance. RECOMMENDED ACTION: Adopt the ordinances amending the City code relating to the triennial code adoption process for Building and Fire. ALTERNATIVE COUNCIL POLICY OPTION: Do not adopt the ordinance and provide direction to Staff. Citizen Advised: N/A Requested by: David Willoughby, Building Inspector and Chuck Yates, Fire Marshal Prepared by: David Willoughby, Building Inspector and Chuck Yates, Fire Marshal Coordinated with: Candace Horsley, City Manager; David Rapport, City Attorney; Charley Stump, Director of Planning and Community Development and Tony Clarabut, Fire Chief Attachments: 1 -Ordinance for adoption for Building Codes 2 -Ordinance for adoption for Safety/Fire Code APPROVED: r Candace Horsley, City Mana er ATTACHMENT / ORDINANCE NO. ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING PORTIONS OF DIVISION 3, CHAPTERS 1 AND 2 OF THE UKIAH CITY CODE, PERTAINING TO THE ADOPTION OF THE BUILDING CODES AND AMENDMENTS THEREOF. The City Council of the City of Ukiah hereby ordains as follows: SECTION ONE. Ukiah City Code Sections 3000 - 3013, 3015 - 3016, 3030, 3040, 3051, 3071, 3074 - 3076 and 3079 being part of Division 3, Chapters 1 and 2, of the Ukiah City Code, are hereby amended or repealed as follows. § 3000: ADOPTION OF MODEL CODES: Except as amended or modified by other provisions of this Division, the City Council hereby adopts by reference and makes effective within the City, the following: the versions of the Model codes and specific appendices, as listed and defined in Sections 3001 through 3010 of this Chapter, which have been adopted by the State of California within title 24 of the California Code of Regulations, as they are adopted, amended, or repealed from time to time pursuant to Chapter 2 of Part 1.5 of Division 13 of the Health and Safety Code (commencing with section 17910) including the California Administrative Code, California Building Code, California Electrical Code, California Mechanical Code, California Plumbing Code, California Energy Code, California Elevator Safety Construction Code, California Historical Building Code, California Existing Building Code, and the California Referenced Standards Code. § 3001: CALIFORNIA ADMINISTRATIVE CODE: The term "California Administrative Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Administrative Code' with the year of the edition designated. § 3002: CALIFORNIA BUILDING CODE: The term "California Building Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Building Code" including the following appendices: Chapter 1 (Administration), H (Signs) and J (Grading) with the year of the edition designated. § 3003: CALIFORNIA ELECTRICAL CODE: The term "California Electrical Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Electrical Code" with the year of the edition designated. § 3004: CALIFORNIA MECHANICAL CODE: The term "California Mechanical Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Mechanical Code" including the following appendices: Chapter 1 (administration), A (Uniform Mechanical Codes Standards) and B (Procedures to be followed to place Gas Equipment in Operation) with the year of the edition designated. § 3005: CALIFORNIA PLUMBING CODE: The term "California Plumbing Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Plumbing Code" including the following appendices: Chapter 1 (Administration), A (Recommended Rules for Sizing the Water Supply System), B (Explanatory Notes on Combination Waste and Vent Systems), D (Sizing Storm water Drainage Systems), E (Manufactured/Mobile Home Parks and Recreational Vehicle Parks), I (Installation Standards), K (Private Sewage Disposal Systems) with the year of the edition designated. § 3006: CALIFORNIA ENERGY CODE: The term "California Energy Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Energy Code" including Appendix 1-A with the year of the edition designated. § 3007: CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE: The term "California Elevator Safety Construction Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Elevator Safety Construction Code" with the year of the edition designated. § 3008: CALIFORNIA HISTORICAL BUILDING CODE: The term "California Historical Building Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Historical Building Code" including Appendix A with the year of the edition designated. § 3009: CALIFORNIA EXISTING BUILDING CODE APPENDIX CHAPTER A1: The term "California Existing Building Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Existing Building Code Appendix Chapter Al"with the year of the edition designated. § 3010: CALIFORNIA REFERENCED STANDARDS CODE: The term "California Referenced Standards Code" as used in this Chapter shall mean the publication published by the California Building Standards Commission entitled "California Referenced Standards Code' with the year of the edition designated. § 3011: JURISDICTION: The term "Jurisdiction" or "This Jurisdiction" as used in any of the model codes herein adopted shall mean the City of Ukiah. § 3012: ADMINISTRATIVE AUTHORITY: The term "Administrative Authority" as used in any of the model codes herein adopted shall mean the Building Official of the City. § 3013: THE CITY ADOPTS THE INTERNATIONAL PROPERTY MAINTENANCE CODE: The City adopts the current edition of the "International Property Maintenance Code" published by the International Code Council, with the year of the edition designated. § 3015: EXCLUSION: The provisions of this Chapter shall not apply to any project under the control and jurisdiction of the City of Ukiah, the County of Mendocino, the State of California or the United States unless, and to the extent, the contract or specifications for a particular project specifies compliance with this Chapter or any of the model codes adopted herein. § 3016: MODIFICATIONS TO THE CALIFORNIA BUILDING CODE: A. The section of the California Building Code, relating to applications for building permits is modified to require in an application to demolish a building, the date when the building was first constructed, if known. The terms "demolish" or "demolition," as used in this section, shall mean (1) the tearing down of all or part of a building or (2) the cumulative alteration of a building pursuant to one or more building permits issued over a five year period, where 50% or more of the structural or exterior components of the building are removed or replaced. The review required by this section shall occur with the application for the permit that (1) results in the tearing down of all or part of the building or (2) authorizes the cumulative alteration of the building that equals or exceeds the specified percentage. B. The section of the California Building Code, relating to the issuance of a building permit, is modified to require that, as to buildings constructed fifty (50) years or more prior to the date of application, the Director of Planning or his/her designee shall determine whether: 1. The building is an accessory building such as, but not limited to, a garage, storage shed, or carport, whether attached or detached to a main building; except that certain accessory buildings, such as carriage houses, which are presumed to have historic or architectural significance shall be subject to further review as provided in subsection D of this Section, unless the building is subject to demolition under subsection B2 of this Section. 2. Immediate demolition of the building is necessary to protect the public health or safety and the failure to immediately demolish the building would constitute a serious threat to the public health or safety. C. If subsection B1 or 62 of this Section applies to the building, no further review shall be required under this Section and the permit shall be issued in accordance with the provisions of the California Building Code. D. If the Planning Director finds that neither of the exceptions in subsection B1 or B2 of this Section applies to the building, a building permit to demolish a building shall be subject to further review in accordance with this Section. The Planning Director shall transmit the proposal to the Demolition Review Committee, or other official reviewing body established by the City Council, for review, comment, and a recommendation to the City Council. Once the Demolition Review Committee formulates a recommendation concerning the disposition of the proposed permit, the Planning Director shall schedule and duly notice the matter for a public hearing and decision by the City Council. The public 4 noticing shall indicate the day, time, place, and purpose of the public hearing, and how additional information about the subject matter can be obtained. The public noticing shall be accomplished in the following manner: 1. Publication in a newspaper of general circulation in the City at least ten (10) days prior to the hearing. 2. Mailing or delivery at least ten (10) days prior to the hearing to the owner(s) of the subject property, or his/her agent, and to the project applicant, if the applicant is not the owner. 3. First class mail notice to all owners (as shown on the latest available Mendocino County Tax Assessor's equalized assessment roll) of property within three hundred feet (300') of the subject property. E. In reviewing proposed permits, and formulating recommendations to the City Council, the Demolition Review Committee shall consider any information provided during the meeting, and shall use the following criteria. The structure: 1. Has a special or particular quality such as oldest, best example, largest, or last surviving example of its kind; or 2. Exemplifies or reflects special elements of the City's cultural, social, economic, political, aesthetic, or architectural history; or 3. Is strongly identified with persons or events significant in local, State, or national history. F. If the Demolition Review Committee finds that any of the criteria listed in subsection E of this Section apply to the building proposed for demolition, it shall recommend denial of the permit to the City. G. 1. The City Council shall conduct a public hearing pursuant to subsection D of this Section to consider the recommendation of the Demolition Review Committee, and to determine if any of the criteria listed in subsection E of this Section applies to the building proposed for demolition. If the City Council determines that any one of the criteria applies, it shall make a corresponding finding to that effect. 2. At the hearing, the applicant shall have the opportunity to present evidence that a viable market does not exist for the building, taking into account the condition of the building, the probable cost to put the building into marketable condition, and the uses of the property allowed under existing or probable future zoning regulations. The City Council shall consider such evidence offered by the applicant and any other information presented at the meeting by any interested party or by staff, to determine whether or not a viable market exists. "Viable market" means that it is reasonably likely that the building could be sold within a commercially reasonable period of time for more than the seller would be required to invest in the purchase of the property and preparing the property for sale, or that the property could produce a reasonable return on the amount of money it would take to purchase the property and prepare the building for income producing purposes. "Reasonable return" means the average rate of return on real estate investments in the Ukiah Valley. 3. If the City Council determines that a viable market exists: a. It shall so notify the Building Official who shall not issue the permit. The City Council shall determine whether a viable market exists based on substantial evidence presented at the hearing, or, it may assume that a viable market exists, if the applicant fails to present substantial evidence that a viable market does not exist; b. Not more than once within any twelve (12) month period, the applicant may submit a new application for a permit and the City Council may reconsider whether a viable market exists: (1) Upon a showing by the applicant that market conditions have changed; or (2) Based upon new information that in the exercise of reasonable diligence the applicant could not have produced at the first hearing. 4. If the City Council determines, based on substantial evidence, that a viable market does not exist, the issuance of the permit shall be stayed for a period of ninety (90) days. a. During that ninety (90) day period, the City shall do the following: (1) Determine whether other alternatives to demolition exist, which are acceptable to the applicant, that would preserve the historic, architectural or cultural significance of the building; (2) Determine whether funds are available from any private source for the acquisition and preservation of the building through a negotiated purchase on terms acceptable to the applicant; or (3) If sufficient funds are available from any private source and a negotiated purchase is not possible, determine whether to acquire the building through eminent domain. b. If within the ninety (90) days, the City does not reach agreement with the applicant or commence acquisition of the building, the Building Official may issue the permit in accordance with the provisions of the California Building Code. c. If within the ninety (90) day period, the City either: 1) reaches agreement with the applicant or 2) commences acquisition of the building, the Building Official shall not issue the permit. d. However, the Building Official shall continue to process the application for the permit in accordance with the California Building Code, if the City and the applicant terminate their agreement or the City fails to diligently pursue or abandons acquisition of the building. e. The City Manager or his/her designee shall inform the Building Official whenever the City and the applicant terminate their agreement or the City fails to diligently pursue or abandons acquisition of the building. f. If the Building Official has issued a permit under this subsection and the permittee applies to extend the permit an additional one hundred eighty (180) days in accordance with the applicable provisions of the California Building Code then in effect, the Building Official shall refer the application to the City Manager for an initial determination as to whether market conditions have changed. The City Manager shall make the determination within ten (10) days after the application is referred by the Building Official. If the City Manager determines that market conditions may have changed and that a viable market may exist for the property, he or she shall schedule the matter for a hearing before the City Council to be noticed and conducted in accordance with subsections D and G of this Section. However, at the hearing the City shall have the burden of proving by a preponderance of the evidence that market conditions have changed and a viable market exists. If the City Manager determines that market conditions have not changed, he or she shall so notify the Building Official and the applicant. Upon such notification, the Building Official shall further process the application to extend the term of the permit in accordance with the requirements of the California Building Code then in effect. If the City Council conducts a hearing upon referral by the City Manager, the City Clerk shall provide written notification to the Building Official and the applicant of the City Council decision. If the City Council decides that a viable market exists, the Building Official shall not issue the permit, but the provisions of subsection Gab of this Section shall apply. If the City Council decides that a viable market does not exist, the Building Official immediately shall proceed to further process the application in accordance with the applicable provisions of the California Building Code then in effect. 5. "Diligently pursue acquisition" means taking all steps within the time required by law to acquire the building by eminent domain. 6. References to "applicant" herein shall include the building owner. H. The Planning Director shall provide a written notice of the City Council determination to the applicant. The written notification shall be mailed or hand delivered within five (5) days from the date of the City Council's decision. The notice shall include the finding(s) and decision made by the City Council and a copy of this Section. I. The applicant for a permit for a building determined to have historic, architectural or cultural significance shall salvage the building materials for reuse to the maximum extent feasible, and shall ensure that upon completion of the demolition, the site is left in a safe, presentable, and clutter free condition. Reconsideration of Decisions: 1. Grounds For Reconsideration: The City Council may reconsider a decision under this Section within sixty (60) calendar days from the date the decision was made, if information that may have materially affected the decision was: a) misrepresented by the applicant, or b) not disclosed by the applicant, if the applicant knew or should have known that the information may have affected the City Council decision. "Information" as used herein means matters of fact or law. A decision may not be reconsidered, if all three (3) of the following have occurred. The permit: a) has been issued, b) did not at the time it was issued violate any provision of the California Building Code, as adopted by the City, or any other City ordinance or State or Federal law, and c) the permittee has commenced demolition in good faith reliance on the permit. 2. Procedure on Reconsideration: Reconsideration of a decision under this Section may be placed on the agenda for a regular City Council meeting by any member of the City Council who voted in favor of the original decision. Notice of any meeting where reconsideration is on the agenda shall be provided in accordance with subsection D of this Section. If already issued, the permit shall be suspended from the date that an eligible City Council member requests that the matter be placed on the agenda and until the City Council makes a final decision upon reconsideration. The Building Official shall notify the applicant in writing of the permit suspension. At the meeting, the City Council shall determine, based on evidence provided to the City prior to or during the meeting, whether reconsideration is permitted under subsection J1 of this Section. Any motion to reconsider the decision shall contain findings supported by substantial evidence. If upon reconsideration the City Council makes a different decision, the City Clerk shall provide notice of that decision to the Building Official and the applicant/permittee within five (5) working days after the decision is made. If, upon reconsideration, the City Council determines that a building has historic, architectural, or cultural significance, and the Building Official has issued a permit based on the previous decision, the Building Official shall revoke the permit. If the previously issued permit has expired, the Building Official shall deny an application for a new permit, unless the permit is issued in accordance with subsection G4 of this Section. § 3030: CALIFORNIA BUILDING CODE APPENDIX CHAPTER 1 SECTION 105.5 IS AMENDED AS FOLLOWS: Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void unless a required inspection is received and signed off within 180 days after its issuance or within 180 days of the last received and signed off inspection. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing by the permittee prior to the permit expiration and justifiable cause demonstrated. If a permit expires, the permittee may apply to reinstate the permit, subject to a fee established from time to time by resolution of the City Council. § 3040: REPEALED § 3051: REPEALED 9 § 3071: PROVISIONS IN COMPLIANCE WITH GOVERNMENT CODE SECTIONS 8875-8875.5: The provisions of this Chapter are intended to establish minimum standards for structural seismic resistance as provided in the California Existing Building Code and the California Historical Building Code While compliance with these standards is intended to improve the performance of potentially hazardous buildings in an earthquake, such compliance will not necessarily prevent the loss of life or injury or prevent earthquake-related damage to rehabilitated buildings. This Chapter does not address buildings that contain only non-bearing masonry walls or buildings constructed of non-masonry materials. § 3074: DEFINITIONS: For the purpose of this Chapter the following definitions shall apply: A. "Potentially hazardous building" -shall mean any building constructed prior to the adoption by the city of Ukiah of the California Building Code provisions requiring earthquake-resistant design of buildings and constructed of unreinforced masonry bearing walls. B. "Unreinforced masonry bearing wall" -shall mean a masonry wall having all of the following characteristics: 1. Provides the vertical support for a floor or roof. 2. The total superimposed load is over 100 pounds per linear foot. 3. The area of reinforcing steel is less than fifty percent (50%) of that required by the California Building Code for reinforced masonry. C. "Owner" -shall mean the owner of real property as shown on the last equalized assessment roll maintained by the Mendocino County Assessor. § 3075: ADOPTION OF THE CALIFORNIA EXISTING BUILDING CODE AND THE CALIFORNIA HISTORICAL BUILDING CODE: The structural provisions of the California Existing Building Code and the California Historical Building Code, as they read on the effective date of this ordinance and as they are amended from time to time, together with any exclusions and modifications set forth in this Chapter, are hereby adopted by 10 reference and shall apply to all potentially hazardous buildings with unreinforced masonry bearing walls. All such buildings must comply with the structural provisions of said code and the recommendations contained in the Earthquake Safety Reports required by §3077 of this Code in accordance with a Compliance Schedule that shall be adopted by resolution of the City Council. Upon adoption of said resolution, the City shall notify by regular first class mail the owners of all potentially hazardous buildings. § 3076: ESTABLISHMENT OF POTENTIALLY HAZARDOUS BUILDINGS LIST: The City Building Official or his designate shall systematically compile and maintain a list of all potentially hazardous buildings constructed with unreinforced masonry bearing walls ("Potentially Hazardous Buildings List"). The owners of all buildings placed on the list shall be notified by regular first class mail that their buildings have been included on the list. Once a building is designated as potentially hazardous and is included on the Potentially Hazardous Buildings List, the building owner or agent thereof shall: A. File with the City Building Official a written engineering survey and evaluation ("Earthquake Safety Report") subject to the approval of the Building Official within a time period not to exceed two (2) years from the date of notification pursuant to this Section. The Earthquake Safety Report shall be obtained by the property owner and conducted by a civil or structural engineer or architect licensed by the State of California who is knowledgeable in earthquake resistant design. The Earthquake Safety Report shall determine the feasibility of rehabilitating the building to meet, at a minimum, the structural standards of the California Existing Building Code and the California Historical Building Code, including a description of the buildings ability to resist seismic activity and a reasonably detailed description of the changes recommended by the engineer or architect to improve the ability of the building to resist damage in an earthquake and, at a minimum, to meet the structural standards of the California Existing Building Code and the California Historical Building Code. The report must contain sufficient factual detail and engineering analysis to allow independent review and evaluation by a competent professional. B. Until made to comply with the provisions of the California Existing Building Code and the California Historical Building Code adopted in this Chapter, post an 8" x 10" minimum sign in a conspicuous location in or on the building which is in public view at all times. The sign shall have the first two words of the following statement printed in 50-point bold type and the remaining words in at least 30- point type. The text shall read as follows: 11 "EARTHQUAKE WARNING this is an unreinforced masonry building. You may not be safe inside or near unreinforced masonry buildings during an earthquake." If the Earthquake Safety Report concludes that a building is so hazardous that it cannot be feasibly rehabilitated to meet the standards of the California Existing Building Code and the California Historical Building Code, abatement proceedings shall be initiated to require demolition of the building as provided in §§3300-3310 of this Code, and thereafter the building shall be removed from the Potentially Hazardous Buildings List. § 3079: APPEAL: Any owner dissatisfied with a determination under this Chapter, including the Compliance Schedule affecting his or her property or the inclusion of the owner's building on the Potentially Hazardous Buildings List shall have the right to appeal that decision to the City Council or, in the City Council's discretion, to the Board of Appeals established under the California Building Code. A. The owner must file a written notice of appeal with the City Clerk within thirty (30) days of the date when the notice of decision appealed from is deposited in the U.S. Mail or personally delivered to the owner. B. The city council or board of appeals must render its decision within sixty (60) days of the date when the written notice of appeal is filed with the city clerk. C. The appellant shall have the right to appear personally and be represented at a hearing on the appeal of which the appellant must be given ten (10) days' prior written notice. After conducting the hearing, the city council or board shall render a decision in writing which shall be based on the evidence and argument received during the hearing. The decision shall be final for the city and there shall be no right to request reconsideration. 12 SECTION TWO. EFFECTIVE DATE AND PUBLICATION. This Ordinance shall be in full force and effect on January 1, 2008. Within fifteen days after its adoption, this Ordinance shall be published once in a newspaper of general circulation in the City of Ukiah. In lieu of publishing the full text of the Ordinance, the City may publish a summary of the Ordinance once 5 days prior to its adoption and again within 15 days after its adoption. Introduced by title only on , 2007, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Adopted on , 2007 by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Mari Rodin, Mayor ATTEST: Linda Brown, City Clerk 13 ATTACHI~~~.-.; ~c ORDINANCE NO. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING DIVISION 6, CHAPTER 3, ARTICLES 1 AND 2, OF THE UKIAH CITY CODE, ENTITLED, FIRE PREVENTION CODE. SECTION ONE Sections 5200, 5202, 5211, 5213-5218, 5221, and 5223 of the Ukiah City Code are hereby amended or repealed as follows: §5200: ADOPTION OF CALIFORNIA FIRE CODE: The 2007 edition of the California Fire Code, including all appendices, standards and references, as adopted by the California Building Standards Commission and codified in Title 24, Part 9 of the California Code of Regulations and all future amendments thereto are hereby adopted in the City of Ukiah, except as to omissions, amendments and additions contained in this Chapter. The California Fire Code, as amended from time to time, is hereby adopted and made a part hereof, as if fully set forth herein. 5202: ENFORCEMENT: A. The California Fire Code (CFC) herein adopted shall be enforced by the chief of the fire department of the City who is hereby appointed to supervise the Bureau of Fire Prevention and such regularly employed members of said Department in accordance with the applicable provisions of the California Fire Code. B. Appendix 1, Section 104.3 of the California Fire Code is amended by adding subsection 104.3.2 thereto as follows: Section 104.3.2 -Self-Inspection Program For the purpose of providing and maintaining functions necessary for the prevention of fire and for the protection of life and property from fire and panic, there is hereby established a "Self-Inspection Program" assuring that certain California Building Code (CBC) Group B, F, H, L, M, and S occupancies within the City are inspected on an annual basis for fire safety. The Ukiah Fire Department may deliver, by hand or by mail, "Self-Inspection Worksheet" and "Business and Emergency Record" forms as established from time to time by said department to certain CBC Group B, F, H, L, M, & S occupancies within the City on an annual basis, or as may be initiated through the Business License Application process. The owner or manager of said occupancy or person in highest authority in said occupancy shall be allowed thirty (30) days from issue date, as noted on the Self- Inspection Worksheet, in which to conduct an inspection for fire safety, correct any deficiencies, complete said forms, and return completed forms to the Ukiah Fire Department as directed by the Fire Chief or his designee. Any person who fails to comply with the requirements to return said forms duly completed and to correct the deficiencies noted in said occupancies within thirty (30) days of the issuance of said forms shall be guilty of an infraction. C. Except as expressly provided elsewhere in this Code, any person, firm or corporation, whether as principal, agent, employee, tenant, owner or otherwise, violating or causing the violation of any of the provisions of this Chapter, shall be guilty of a misdemeanor and upon conviction thereof shall be punishable by a fine of not more than one thousand dollars ($1,000.00). 5211: SECTION 105.2: Appendix Chapter 1, Section 105.2 of the California Fire Code is amended by adding to Section 105.2. Section 105.2 -Application for Permit (also Section 901.2). The City Council may establish, by resolution, fees for permit applications. 5213: APPENDIX D, SECTION D102.1 Section Appendix D, Section D102.1,of the California Fire Code is amended by adding subsection D102.2. Section D102.2- Obstruction and control of fire apparatus access. General. The required width of any fire apparatus access road shall not be obstructed it any manner, including parking of vehicles. Minimum required widths and clearances established under Appendix D shall be maintained at all times. No owner, lessee of the land or proprietor, partner, officer, director, manager, or agent of any business or other activity carried on upon the land shall, after receiving notice thereof, permit or otherwise allow, and no person shall cause any activity, practice or condition to occur or exist, or continue to exist, upon said land which shall lessen, obstruct or impair the access required under this code. Entrances to roads, trails or other accessways which have been closed with gates and barriers in accordance with Section D103.5 shall not be obstructed by parked vehicles. 5214: SECTION 901.4.2 . REPEALED. 5215: SECTION 902: Section 902 of the California Fire Code is amended to read as follows: Section 902 -Definitions. For the purpose of this article, the following definitions shall apply: AREA SEPARATION WALL is an un-pierced masonry or concrete wall, or 4 hour rated assembly, including a minimum 30 inch parapet, as approved by the Building and Fire Department. CENTRAL ALARM STATION Defined in Section 202. COST OF WORK See Building Code. EXISTING STRUCTURE Defined in Section 202. STRUCTURE is any continuous building regardless of property lines. 5216: SECTION 903.2: Section 903.2 of the California Fire Code is amended by adding subsections 903.2(a) and 903.2(b). Section 903.2(a) -Where Required. For all occupancies, an automatic fire sprinkler system shall be installed as follows: (1) New structures requiring a fire flow of 2,000 g.p.m. or greater (see table B105.1) (2) Additions to existing structures where the new total building area would require a fire flow of 2,000 g.p.m. or greater (see table 6105.1) (3) Existing structures which are remodeled, added to or altered, except for ordinary maintenance and repair not involving structural alterations, requiring a fire flow of 2,000 g.p.m. or greater (see table B105.1), and when the cost of such work within any 36 month period exceeds $60,000. Projects which are solely complying with statutory regulations (examples maybe health and safety codes, earthquake/seismic, ADA, or fayade improvements) will not trigger this requirement. (4) New structures over 30 feet in height, as determined in the Building Code. (5) Those structures which require a fire flow in excess of the capability of the available water supply. (See Appendix B and Table B105.1) Existing buildings in UBC Group R-1 which are modified to create five or more individual dwelling units, shall be provided with an approved automatic fire protection system designed and installed in accordance with NFPA 13R. 5217: SECTION 903.2{B) -SEPARATION WALLS. Structures which are larger than the maximum allowable area according to Table 8105.1 for the appropriate type of construction, but which are divided into spaces that are less than the maximum allowable area by approved area separation walls, need not be equipped with approved automatic fire sprinkler systems when otherwise required by Section 903.2(a) (1), (2), (3), (4) or (5). 5218: SECTION 506.2.1: Section 506.2.1 of the California Fire Code is added as follows: Section 506.2.1 -Emergency electrical disconnects. Where access to main electrical control panels requires entry to, and passage through, portions of a structure which may be involved with fire, smoke, gasses, hazardous materials, or which otherwise present unsafe conditions to emergency personnel, the Chief may require that a means of remotely disconnecting electrical service to the structure be provided. This means of remotely disconnecting electrical service shall be by a secured key switch mechanism approved by the Fire Department. 5221: (Covered in Chapter 22 -Motor Fuel and Fuel Fired Appliances, Section 603 and NFPA Section 31. REPEALED. 5223: SECTION 3404.4.9 Section 3404.4.9 is hereby added to the California Fire Code to read as follows: Section 3404.4.9 -Existing Storage Locations. All existing storage for Class I and II flammable or combustible liquids in aboveground tanks in the City shall meet a!I requirements of this ordinance and the code provisions adopted hereunder. Storage tanks that, in the opinion of the Fire Chief, pose an unreasonable risk or fire hazard and do not comply with said requirements shall be removed within one year of written notice from the Fire Department. SECTION TWO. EFFECTIVE DATE AND PUBLICATION. This Ordinance shall be in full force and effect on January 1, 2008. Within fifteen days after its adoption, this Ordinance shall be published once in a newspaper of general circulation in the in the City of Ukiah. In lieu of publishing the full text of the Ordinance, the City may publish a summary of the Ordinance once 5 days prior to its adoption and again within 15 days after its adoption. Introduced by title only on October 17, 2007, by the following roll call vote: AYES: Councilmember Thomas, Crane, McCowen, Baldwin and Mayor Rodin NOES: ABSENT: ABSTAIN: Adopted on AYES: NOES: ABSENT: ABSTAIN: Mari Rodin, Mayor ATTEST: 2007 by the following roll call vote: Linda Brown, City Clerk J ITEM NO: 7a MEETING DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: NOTIFICATION TO COUNCIL OF ESRI GEOGRAPHICAL INFORMATION SYSTEM SOFTWARE MAINTENANCE RENEWAL AGREEMENT IN THE AMOUNT OF $8,144.97 SUMMARY: Section 1522 of the Municipal Code requires a report be filed with the City Council regarding purchases between $5,000 and $10,000. In accordance with the above mentioned section, this report is submitted to the City Council regarding the renewal of the ESRI Geographical Information System (GIS) software annual maintenance agreement in the amount of $8,144.97. The GIS software utilized throughout the City of Ukiah requires annual maintenance to keep the software current as well as provide access to technical support services from ESRI (the software vendor). Funds are available and were included in the 2007/08 budget as identified below. RECOMMENDED ACTION: Receive report of the notification to Council of ESRI Geographical Information System software maintenance renewal agreement in the amount of $8,144.97. ALTERNATIVE COUNCIL POLICY OPTIONS: N/A FUNDING: Amount Budoeted $5,000.00 $1,200.00 $2,500.00 Account Number 100.1501.800.000 100.2201.690.000 100.3001.800.000 Additional Funds Requested N/A N/A N/A Requested by: Steven Butler, Information Services Supervisor, Robert Mandel, GIS Coordinator Prepared by: Steven Butler, Information Services Supervisor Coordinated with: Candace Horsley, City Manager Attachments: NIA Approved: ~. Candace Horsley, City M Hager ITEM NO: 7e DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: ADOPTION OF ORDINANCE REZONING ASSESSOR PARCEL NUMBERS 003- 130-52,54,56,57 AND ESTABLISHING AMIXED-USE /PROFESSIONAL OFFICE PLANNED DEVELOPMENT SUMMARY: On September 19, 2007, the City Council conducted a public hearing and unanimously introduced an ordinance rezoning Assessor Parcel No. 003-130-52,54,56, and 57 from C-N (Neighborhood Commercial) to C-N/PD (Neighborhood Commercial-Planned Development). The purpose of this agenda item is for the Council to formally adopt the ordinance. RECOMMENDED ACTION: 1) Adopt the Ordinance rezoning Assessor Parcel No. 003-130- 52,54,56, and 57 from C-N (Neighborhood Commercial) to C-N/PD (Neighborhood Commercial- Planned Development). Citizen Advised: Noticed according to the requirements of the Ukiah City Code Requested by: Preston Smith, Owner Prepared by: Charley Stump, Director of Planning and Community Development Coordinated with: Candace Horsley, City Manager Attachments: 1. Ordinance APPROVED: I Candace Horsley, City Man ger ATTACHMENTS ORDINANCE NO. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING THE OFFICIAL ZONING MAP FOR THE CITY OF UKIAH, CALIFORNIA The City Council of City of Ukiah does hereby ordain as follows: SECTION ONE Pursuant to the procedures set forth in Section 9009 of the Ukiah Municipal Code, the Official Zoning Map for the City of Ukiah is amended to change the zoning on a 2.3-acre property at 1165 South Dora Street (APN 003-130-52; 54; 56; & 57) from CN (Neighborhood Commercial) to CN PD (Neighborhood Commercial-Planned Development Combining). SECTION TWO This rezoning action and amendment to the Official Zoning Map of the City of Ukiah is necessary to establish a planned development area on the site with standards that will allow the division of the site into 7 lots, including two lots with flexible lot widths, and one lot with a 41% lot coverage, and the subsequent establishment of a professional office/mixed use planned development with existing structures, as shown on Exhibits 1 and 2 of this ordinance and subject to the Findings and Conditions of Approval shown on Exhibit 3 of this ordinance. SECTION THREE This rezoning action and amendment to the official Zoning Map of the City of Ukiah is effective upon the completion of the land division proposed in the major subdivision component of the project (SUB 06-40). SECTION FOUR This ordinance shall be published as required by law in a newspaper of general circulation published in the City of Ukiah. SECTION FOUR This Ordinance shall become effective thirty (30) days after adoption. Introduced by title only on September 19, 2007 by the following roll call vote: AYES: Councilmembers Thomas, McCowen, Crane, Baldwin, and Mayor Rodin NOES: None ABSENT: None ABSTAIN: None 2 Passed and adopted on , 2007, by the following vote: AYES: NOES: ABSENT; ABSTAIN: Mari Rodin, Mayor ATTEST: Linda Brown, City Clerk 3 ATTACHMENT1 EXHIBIT T Proposed Zone Map Changes for SMITH/DELUCCHI MIXED-USE PLANNED DEVELOPMENT ~t R1R1 ~---o _ R8 ,„d.~,.,..„ -CN ~-«~ _ PD ~~~ L ~--~-- --4"~ r toning Map Site Plan of Proposed Lots for i~il ~ ~ I ~ i ~I ~, SMITH/DELUCCHI MIXED-USE PLANNED DEVELOPMENT ~,' lull I iil~ ~ ~ x\r ,~ °j iE~~ ~ ~ I J~ ~ ~~~ I ~~i I ~ I~I~I I °~a ~I ~ ~~~~I~I~~~~~I~~~j iE~~l ~ I~ i~~~~ ~€'~~~ r 3~ eal,a~d€~~~=I'~Il ~s. ~~,i€~~ a ~~ 3 ;2 > ., ., a: ~~,, ~~ - =°; ,~ j ~ ~ F_' ~- _.- ~ I -r2 -oT' \~ 1 __ I -- I r` '..~ ,a ~ ~( i I' m r, '. - i ~~: a s J ~ /~ v ,P - ~ - ~ , ~ I ,} R I x ~ ~, f I, - _ ~~: ~~~~ i t.: ~ ~ ... ~ ~, '~ _ ( ~~ _ __ J ..., _ M _ F 1 e. it ' l ~ ~I~.. ' _ n Y im I v e~ ~nn~e'c:. s i u. - ~ - t J~ _ -_ V 6 c ~~ _ II '~ ~. '. ~ I ry e L ..- r _ ~- _'~ ~ ~ ~ ~ ~,~ i ii i i . i/ # i ~ -.,~, ~ - 3 ~ ~,~ '~ ~ ~ ~' - a~ 5y Z~ I? X N Zd 'll C35 ~d0yr1 r' ' ~~ i . / Y (~// 5 ~ _ .. ~ I / U ~ i8 __ ~. ~ ~- ,r ,.~' ~ - ~~~ II ~ I I -.- ..:. ~ a ~ ~ ~ _ _~ ~._-T ~.~? Y t . ~ - -i Y ~' air n" ~ ~ ~ iie .,i t ~~ ~ ~ - ~ ~ ~ ~ i' ~ ~9F ~ 9 .. ~... ~" ~ ~ ~ !~ ~~~_ ~ e ~ ~ i ~ S d ~ I ~J 6 ~ a~ ,F B05 Z ~ ` eX :fll 0 SOtlOY' ~~ '-~ ~f , - ~ i m 'I' I I ~~"' - s L i, i ~ ~,~~ ~..,. ~ - ~ ~' ~~ ~r `, I_.- 3 v `¢ c isI ATTACHMENT 1 EXHIBIT 2 ATTACHMENT 1 EXHIBIT 3 Page i of 3 Recommended Findings and Conditions of Approval for SMITH/DELUCCHI MIXED-USE PLANNED DEVELOPMENT FINDINGS: 1. The rezone of the subject property from CN to CN PD and the establishment of a mixed-use commercial planned development on the site are consistent with the goals and policies of the C (Commercial) General Plan land use classification, the purpose and intent of the CN Zoning District, and with the purpose and intent of the PD Combining Zone, which provides greater flexibility and design opportunities for such projects; 2. There is sufficient variety, creativity, and articulation in the architecture of the existing commercial buildings to avoid monotony or any box-like external appearance and the buildings and surrounding grounds will generally be consistent with the design and scale of similardevelopments in the surrounding neighborhood; 3. The location, size, and intensity of the existing structures and the adjoining parking lots and access driveways will not create hazardous or inconvenient impacts to existing vehicular traffic patterns since these facilities are already developed and in use and will not cause substantial traffic volume increases or alter existing traffic patterns in a substantial manner; 4. The subject property is already developed with adequate accessible off-street parking areas that are located on the proposed lots or will be served with reciprocal access easements, limiting the potential for hazardous or inconvenient conditions to adjacent surrounding uses; 5. The location, size, and intensity of the project will not create hazardous or inconvenient impacts to pedestrian traffic since it will utilize an existing pattern of sidewalks well-defined pedestrian access between the Dora Street corridor and the individual buildings that exist on the site; 6. Sufficient landscaped areas and open spaces have already been developed and will be retained for purposes of separating or screening the structures on each site from each other and from adjoining properties; 7. The existing structures that will be retained on the site will not cut out light or air on the property since the buildings on the site are single-story in height, were constructed along perimeter areas of the property where they are set back far enough from abutting buildings on the site or on abutting properties to limit adverse shading patterns on those lots; 8. The planned development will utilize existing buildings with no substantial additions and will not cause excessive damage to or destruction of natural features on the site since there are few substantial resources present and the landscape plan will include the retention of existing mature trees; 9. The development of this property with the planned development will not have a substantial detrimental impact on the character or value of an adjacent residential zoning district since the proposed planned project will utilize existing buildings that are compatible with surrounding development and accepted in the surrounding neighborhood; 6 ATTACHMENT 1 EXHIBIT 3 Page 2 of 3 10. The proposed planned development project will utilize existing structures and infrastructure that is already generally compatible with surrounding land uses and will not be detrimental to the public's health, safety, and general welfare since the project entails no increases in the development density of the site, is fairly self-contained and semi-secluded from the surrounding neighborhood, and developed in a manner that is consistent with the surrounding land uses. 11. The development of the planned development project is not exempt from the provisions of the California Environmental QualityAct, but an Initial Study done in accordance with CEQA identified no potentially significant adverse environmental impacts and a Negative Declaration has bee prepared for the project. DED CONDITIONS OF APPROVAL: No building permits shall be issued for any of the structures shown on the Precise Development Plan for the Planned Development until the Final Map has been approved by the Ukiah City Council and signed by the City Engineer. 2. All use, construction, or occupancy shall conform to the Precise Development Plan for the Planned Development approved by the City Council, and to any supporting documents submitted therewith, including maps, sketches, renderings, building elevations, landscape plans, and alike. 3. Any construction shall comply with the "Standard Specifications' for such type of construction now existing or which may hereafter be promulgated by the Engineering Department of the City of Ukiah; except where higher standards are imposed bylaw, rule, or regulation or by action of the City Council. 4. In addition to any particular condition, which might be imposed, any construction shall comply with all building, fire, electric, plumbing, occupancy, and structural laws, regulations and ordinances in effect at the time the Building Permit is approved and issued. 5. Applicant shall be required to obtain any permit or approval, which is required by law, regulation, or ordinance, be it required by Local, State, or Federal agency. 6. The approved Precise Development Plan for the Planned Development may be revoked through the City's revocation process if the approved project related to the development plan is not being conducted in compliance with the stipulations and conditions of approval; or if the project is not established within two years of the effective date of approval; or if the established land use for which the permit was granted has ceased or has been suspended for twenty four (24) consecutive months. Except as otherwise specifically noted, the Precise Development Plan for the Planned Development shall be granted only for the specific purposes stated in the action approving the development plan and shall not be construed as eliminating or modifying any building, use, or zone requirements except as to such specific purposes. Sewer, water, and electric service shall conform to the specifications of the City Department of Public Utility. 7 ATTACHMENT 1 EXHIBIT 3 Page 3 of 3 All curb, gutter, sidewalk, and street paving along Dora Street which is broken or damaged shall be removed and replaced as required by the City Engineer. 10. Street improvements along Dora Street, including curb, gutter, sidewalk, ADA-compliant ramps, and street trees required to comply with City standards shall be as per the City Engineer's recommendations. 11. All work within the City right-of-way shall be performed by a properly licensed Contractorwith a current City of Ukiah Business License. Contractor must submit copies of proper insurance coverage (Public Liability, $1,000,000; Property Damage, $1,000,000) and current Workman's Compensation Certificate. 12. An Encroachment Permit shall be obtained from the City by a licensed contractor prior to doing any construction within the public street easements. Encroachment permit fee shall be $45 dollars plus three percent (3%) of estimated construction costs. Contractor(s) shall have a current City of Ukiah Business License who shall submit copies of proper insurance coverage (Public Liability: $1,000,000; Property Damage: $1,000,000) and current Workman's Compensation Certificate. 13. All on-site paving shall be a minimum of 2" asphalt concrete with a 6" aggregate base, or an alternative option approved by the City Engineer. 14. The owner of the property shall execute any or all of the following agreements that are required pursuant to Section 9251 of the Ukiah Municipal Code, and as determined appropriate by the City Engineer: an easement agreement, a hold harmless agreement and a private property agreement. These shall include easements for joint use of access driveways, parking, and other commonly used areas within the planned development. 15. A recycling program that provides the opportunity for all occupants of the existing structures to recycle shall be implemented by the applicants prior to the occupancy of any of the buildings and shall remain in effect so long as they are occupied. This program shall be reviewed and approved by the Director ofPlanning orhis/her designee priorto its implementation to ensure it provides an efficient method for recycling and is consistent with the requirements of the Municipal Code. 16. Any outdoor refuse/recycle containers shall be aesthetically screened from view. Garbage shall not be visible outside the enclosure. 17. In the event that new development occurs within the planned development, all conditions of approval for the establishment of the planned development shall be listed on the title page of any plans submitted and it shall be the responsibility ofthe applicant/developer to ensure that all contractors responsible for any work on the project fully understand these conditions and comply fully with their implementation. Any deviation from the terms of these conditions orthe plans/exhibits approved as part of the project shall be submitted to the Director of the Planning and Community Development for review and shall be approved priorto any work affected by the modification. 18. All conditions that do not contain a specific date or time period for completion shall be completed priorto the issuance of a Certificate of Occupancy. ITEM NO: 7f MEETING DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: POLICE DEPARTMENT STRATEGIC PLANNING PROCESS Staff has begun the process of initiating along-term strategic plan for the Police Department to answer questions about how the department should evolve to meet the needs of the community, and to put into place specific goals and objectives. Staff desires to design and create a strategic planning process and long-term strategic plan, which incorporates views from officers, management, other City departments and City leaders, elected officials and community customers, resulting in a broad-based commitment to the future direction and priorities of our department. To start this planning process, staff recently applied for and received training funding from the California Commission on Peace Officer Standards and Training (POST), for a management team, development workshop. This funding will allow 9 members of the department including Sergeants, Captains and the Police Chief, to work over a three day period, as a first step in planning the process of developing along-term strategic plan for the department. Continued on page 2 RECOMMENDED ACTION: Informational only, no action by Council is required. ALTERNATIVE COUNCIL OPTIONS: N/A Requested by: Prepared by: Chris Dewey, Police Chief Coordinated with: Candace Horsley, City Manager Attachments: None Approved: Candace Horsley, Cit (Manager POLICE DEPARTMENT STRATEGIC PLANNING PROCESS With the funding approved, staff met with representatives from Organizational Effectiveness Consulting (OEC) to begin preparing for the management team development workshop during two days in January, and a third day in March of 2008. OEC is one of the Commission on Peace Officer Standards and Training's pre-approved consultant vendors. OEC has worked with over 300 law enforcement agencies throughout California and the nation in strategic planning and organizational audits, including many communities comparable to the Ukiah community. Staff will be providing regular updates to Council as the department moves forward in this process. Recommendations: Informational only, no action by the Council is required. ITEM NO: _ 7g MEETING DATE: November 7 2007 AGENDA SUMMARY REPORT SUBJECT: TO REPORT THE EXPENDITURE OF $5,800. TO WIPF CONSTRUCTION FOR TRENCHING AND REPLACEMENT OF APPROXIMATELY 70 FEET OF 6" CONDUIT ON THE SW CORNER OF LORRAINE STREET. ~~~r ~~all ~uiall lau alas ror me iaoor, materials and equipment needed to dig approximately 70' of trench and install 6" conduit for the Public Utilities Department. A total of 58 companies plus the North Coast Builders Exchange were sent a Request for Bid, as well as it being posted on the City's website. Three companies responded. A bid tabulation of the three responding bidders is attached to this summary report for Council's review. Wipf Construction was awarded the contract at a lump sum price of $5,800. Funds for this work were available in fund 800.3646.250.000. RECOMMENDED ACTION: NO ACTION NEEDED -REPORT TO COUNCIL ONLY vioe.cl IJ r~V V IDGU. IV/H Requested by: Mary Horger, Purchasing Supervisor and Colin Murphey, Electric Supervisor Prepared by: Mary Parker, Purchasing Assistant Coordinated with: Candace Horsley, City Manager Attachments: Bid Tabulation October 15 2007 Bid O enin Approved:/ Candace Hors ey, City Manager CIT~ D~ I~tIG1.4H- 300 Seminary Avenue Ukiah, California 95482 Attachment 1 BID TABULATION October 15, 2007 BID OPENING Dig approx 70' Trench and Place 6" Conduit from Pole to Stub Out COMPANY PRICE 1. Wipf Construction $5,800.00 1300 Hastings Road Ukiah, CA 95482 2. Ferranti Construction, Inc. $5,995.00 PO Box 259 Redwood Valley, CA 95470 3. Lee Howard Construction Co. $7,900.00 3900 Parducci Rd. Ukiah, CA 95482 ITEM NO. 7h DATE: July 18 2007 AGENDA SUMMARY REPORT SUBJECT: APPROVAL OF PURCHASE OF SMALL UTILITY CART FROM RAINBOW AGRICULTURAL SERVICE IN THE AMOUNT OF $6,142.40. During the budget sessions, Council approved funding for a small replacement vehicle for the Water Treatment Plant facility. Since there was question regarding the use of this vehicle, staff is returning with a request to purchase rather then notification of purchase. This cart type utility vehicle will replace a 1988 Mule vehicle. The vehicle currently needs a new engine, suspension and steering. The City Garage estimated the repair cost at $3,000 provided an engine can be found that meets the current air quality standards. There are four employees and two trucks used at the Water Treatment Plant. The trucks provide transportation for the daily offsite inspections of the lift stations, reservoirs, and pumps. This vehicle is used to maintain the grounds around the Water Treatment Plant and to monitor and maintain the various equipment and buildings at the Water Treatment site. It is also used to haul brush, tools, pumps, valves, and various other items that are too heavy to carry manually. (Continued on page 2) RECOMMENDED ACTION: Approve the purchase of small utility cart from Rainbow Agricultural Service in the amount of $6,142.40. ALTERNATIVE COUNCIL POLICY OPTION: N/A FUNDING: Amount Budgeted Account Number Additional Funds Requested $10,000 820.3908.800.000 N/A Citizen Advised: N/A Requested by: Ann Burck, Water Utilities Project Engineer Prepared by: Alan Jamison, Water Treatment Plant Supervisor Coordinated with: Candace Horsley, City Manager Attachments: N/A APPROVED:-~ ~ Candace Horsley, City anager Bids were sent to nine different companies. Five responses were received. Rainbow Agricultural Service was the low bid at $6,142.40, which includes tax and freight costs for a Kawasaki Mule 600. Below is a summary of the bid responses: Rainbow Agricultural Services: $6,142.40 G&B Kawasaki: $6,578.13 Beeler Tractor Co.: $6,632.45 Lost Coast Motorcycle: $7,881.00 Hillside Yamaha: $8,521.62 The funding for this vehicle was approved for the current budget in account number 820.3908.800.000. 2 ITEM NO: 9a MEETING DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: PUBLIC HEARING REGARDING NOTIFICATION OF AWARD OF SUPPLEMENTAL LAW ENFORCEMENT SERVICES FUND, CITIZENS OPTION FOR PUBLIC SAFETY (SLESF, COPS) GRANT IN THE AMOUNT OF $100,000 FY 07108; AUTHORIZATION OF 07/08 SPENDING PLAN FOR USE OF GRANT FUNDS. Assembly Bill 3229, signed into law in 1996, established the Supplemental Law Enforcement Service Fund, Citizen's Option for Public Safety (SLESF, COPS) Program. This bill yearly appropriates monies for use in augmenting law enforcement agencies. Originally this bill contained a sunset clause, which was removed in 2001, prior to the last state budget crisis. Because of the state budget crisis, and the impacts to local and county government, this funding has remained in question in the state budget since that time. This money was originally granted to law enforcement agencies from the State of California's surplus funds. Other grant funding developed while the state experienced a large surplus (CLEEP, CLETEP) similar to these SLESF funds has already been cut from the state budget. 2ECOMMENDED ACTION: 1. Hold Public Hearing for the COPS Grant FY 2007/08; 2. Authorize departmental spending plan for FY 2007/2008 SLESF Grant as presented in this report. ALTERNATIVE COUNCIL OPTIONS: Provide staff with alternate direction. FUNDING: Amount Budoeted $ 85,547.00 Account Number Additional Funds Reauested 205.2001.xxx.xxx N/A Citizens Advised: N/A Requested by: N/A Prepared by: Chris Dewey, Police Chief Coordinated with: Candace Horsley, City Manager Attachments: Approved: Candace Horsley, City Ma Eger PUBLIC HEARING REGARDING NOTIFICATION OF AWARD OF SUPPLEMENTAL LAW ENFORCEMENT SERVICES FUND, CITIZENS OPTION FOR PUBLIC SAFETY (COPS) GRANT IN THE AMOUNT OF $100,000 F"f 07/08. In the past, council has authorized these funds for the purchase of records management software, computers, digital cameras, used detective vehicles, portable alcohol testing units, hostage crisis equipment, summer intern assistance, equipment for our evidence facility, evidence facility improvements, use-of-force training equipment, front officer records clerk assistance, dispatch personnel, evidence property custodian personnel, and most recently, in-car mobile computer terminals. During FY 07/08, the department will receive $100,000 dollars in SLESF grant funds. This money, as outlined in Government Code Section 30061 - 30065, must be used exclusively in the support of front line police services. As noted in the government code; 1. These moneys shall supplement existing services, and shall not supplant any existing funding for law enforcement services provided by that entity. 2. A public hearing is required. 3. A yearly report will be filed with the Supplemental Law Enforcement Oversight Committee. 4. Funds received shall be expended or encumbered no later than June 30 of the following fiscal year, and agencies that do not meet this requirement shall remit unspent SLESF moneys to the state. Departmental Spending Plan 2007/2008 Funding: For this funding, staff recommends three purpose areas. 1. Part-Time Evidence & Property Custodian 2. Transcription Services 3. Fund 800 -Machinery and Equipment Part-Time Evidence and Property Custodian Historically, the department has employed apart-time evidence and property custodian to manage the department evidence related functions. When the department moved from our old evidence facility to the new evidence facility a Police Sergeant was reassigned to oversee and manage the move into the new evidence facility. This reassignment was required to oversee an evidence room audit, and the department's bar coding and evidence management software system upgrade. Prior to his retirement, the Police Sergeant completed the transition to the new facility and in FY 05/06 the department hired apart-time evidence and property custodian to manage the department's evidence related functions. This current part-time grant funded position will work approximately 20 hours per week this fiscal year, managing the department's evidence functions. This position was discussed during the FY07/08 budget hearings and is currently included within the current FY07/08 City of Ukiah, Supplemental Law Enforcement Service Funding budget. PUBLIC HEARING REGARDING NOTIFICATION OF AWARD OF SUPPLEMENTAL LAW ENFORCEMENT SERVICES FUND, CITIZENS OPTION FOR PUBLIC SAFETY (COPS) GRANT IN THE AMOUNT OF $100,000 FY 07/08. Transcription Services Funding for our transcription services had for a number of years been received from a Federal Block Grant program. Funding in this Federal program was discontinued in August of 2005. Since that time, funding for this service has been provided through this grant program. Our transcriptions services program is a highly successful and critical program for the department. This program has proven to be highly effective in reducing officer report preparation time, and increase officer availability. This position was discussed during the FY07/08 budget hearings and is currently included within the current FY07/08 City of Ukiah budget. Fund 800 -Machinery and Equipment During the FY07/08 budget hearings, $40,000 dollars in funding was set aside, for future consideration during the mandatory public hearing in November. Staff has been working with vendors for the replacement of portions of the department's In-Car Video Camera system, but problems associated with the storage and use of digital video evidence do not allow us to move forward with this project at this time. Staff will return to Council in the near future, once these problems are corrected, or to present an alternate spending plan for consideration. Public Hearing The purpose of this report is to conduct a Public Hearing about the intended uses of the Supplemental Law Enforcement Services Fund Grant, discuss future budget impacts and funding sources, and authorize a departmental spending plan for the FY 2007/2008 Grant period. PUBLIC HEARING REGARDING NOTIFICATION OF AWARD OF SUPPLEMENTAL LAW ENFORCEMENT SERVICES FUND, CITIZENS OPTION FOR PUBLIC SAFETY (COPS) GRANT IN THE AMOUNT OF $100,000 FY 07/08. Ukiah Police Deaartment Spending Plan FY 2007/2008 -Fund 205.2001 111 Salaries Non-regular .000 Evidence Clerk - 20 Hours $18,074 141-156 Employee Benefits 2,314 .000 Retirement, Workers Compensation, Group Insurance Unemployment Insurance, FICA 250 Contractual Services 25,000 .000 Transcriber 291 General Governmental Service Charges 159 690 - 800 Machinery and Equipment 40,000 DEPARTMENT TOTAL $85.547 4 ITEM NO. 9b DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: CONSIDERATION OF REQUEST BY UKIAH UNIFIED SCHOOL DISTRICT TO USE $300,000 OF THEIR PORTION OF REDEVELOPMENT FUNDS TO BE USED FOR THE RENOVATION OF THE TENNIS COURTS AT UKIAH HIGH SCHOOL PER THE AGREEMENT BETWEEN THE UKIAH REDEVELOPMENT AGENCY AND UKIAH UNIFIED SCHOOL DISTRICT DATED JANUARY 14, 2003. Under the original 1990 agreement with Ukiah Unified School District, the Ukiah Redevelopment Agency maintains a Capital Outlay Fund for the benefit of the District. Each year, the RDA credits the fund with an amount of money equal to the increases in the assessed value of the taxable property in the RDA's redevelopment project area above the sum of the Base Year Roll which would have been calculated and paid to UUSD annually if the redevelopment project area had not been established. The Ukiah Unified School District's portion of Redevelopment funds accumulated in the Capital Outlay Fund may be used by the District for capital improvement projects when such improvements are found to be of a benefit to the project area and no other reasonable means of financing such improvements exists. Continued on Paoe 2 RECOMMENDED ACTIONS: Motion the following required findings: (1) The renovation of the tennis courts at Ukiah High School are of benefit to the Project Area; (2) There are no other reasonable means of financing the improvements; and (3) Correction of the environmental deficiencies with tennis courts will assist with the elimination of blighting conditions in the Project Area and is consistent with the Agency's Implementation Plan. And, authorize disbursement of Ukiah Unified School District's portion of Redevelopment Funds in the amount of $300,000 from the Ukiah Unified School District Capital Outlay Fund. ALTERNATIVE COUNCIL POLICY OPTIONS: Request additional information from the District to support the required findings. Citizen Advised: N/A Requested by: Ukiah Unified School District Prepared by: Sage Sangiacomo, Community/General Services Director Coordinated with: Candace Horsley, City Manager and David Rapport, City Attorney Attachments: 1. 1990 UUSD RDA Agreement 2. 2003 UUSD RDA Agreement 3. Letter from Ukiah Unified School District APPROVED: Candace Horsley, City Manag r Under a 2003 amendment to the original 1990 agreement, the District may request in accordance with the 1990 agreement annual payments from the Capital Outlay Fund, but in amounts as specified in a schedule attached to the 2003 agreement. The RDA is required to disburse requested payment in accordance with Section 3 of the 1990 agreement. The 1990 and 2003 agreements are included as attachments for review. When the request for their portion of the funds from the Capital Outlay Fund is to pay for all or part of the cost of installation and construction of publicly owned buildings, facilities, or improvements, Section 3 requires the RDA to comply with Health and Safety Code Sections 33679 and 33445 before permitting the use of redevelopment funds for these purposes. Section 33445 requires the RDA to make the following findings: 1. That the publicly owned buildings, facilities, structures, or other improvements to be acquired, constructed or improved are of benefit to the project area. 2. That no other reasonable means of financing the buildings, facilities, structures, or other improvements are available to the community. 3. That the payment of funds for the cost of buildings, facilities, structures, or other improvements will assist in the elimination of one or more blighting conditions inside the project area. The District has requested the disbursement of their portion of Redevelopment Funds in the amount of $300,000 to be used for the renovation of the Ukiah High School Tennis Courts. The amount requested is within that authorized for disbursement under the 2003 agreement. The District submitted a letter with information in support of making the required findings. The letter is included as Attachment #3 for consideration. In summary, Ukiah High School is the primary educational facility for grades 9 through 12 servicing the Ukiah Redevelopment Project Area. As such, the School is an essential public facility for the general welfare of the people of the community and any deficiencies in the facility, including those identified with the tennis courts, present an economic and physical liability to the Project Area. These deficiencies contribute to blighted conditions in the Project Area and the elimination of blighting influences including the correction of environmental deficiencies with public facilities is consistent with the goals identified in the Agency's Redevelopment and Five-Year Implementation Plans. The District requests the RDA to make the required findings and authorize the disbursement of their portion of the Redevelopment Funds in the amount of $300,000 from the Capital Outlay Fund for the renovation of the Ukiah High Tennis Courts. 2 Attachment # ~_ AGR7~1T' BETWEEN THE UKIAH RIDEVETOPMENP AGENCY AND THE UKIAH ^L7IFIED SCHOOL DISTRICT PURSUANT' TCl HEALTH AND SAFETY CODE SECTION 33901 THIS AGRE'Q4E27T (the "Agrearent") is made and entered into this day of January, 1990, by and between the UKIAH REDEVEU~PMEN'T AGENCY (the "Agency") and the UKIAH UNIFIID SCHOOL DISTRICT' (the 'bistrict") . RECITALS A. The City Council of the City of Ukiah (the "City Council") adopted and approved a Pedeveloparent Plan (the "Redevelopment Plan") for the Ukiah Redevelopment Project (the "Project") by Ordinance No. 895 on November 15, 1984. B. Pursuant to the Community Redevelopment Iaw of the State of California (Health and Safety Code Section 33000 et seq.l, the Agency is charged with the responsibility of carrying out the Redeveloprent Plan for the Project. C. The District is a taxing agency with territory located within the boundaries of the Project (the "Project Area"). D. Pursuant Yo Article XVI, Section 16, o£ the California Constitution, Section 33670 et Seq. of the Health and Safety Code and the Redevelopment Plan, increases in the assessed values of the property within the Project Area above the sum of the assessed values as shown on the 1989-90 assessment roll (the "Base Yeas Pall") will result in that portion of property takes levied each year on such increases in assessed values being paid to the Agency as tax increments (and not including any amounts paid to affected taxing entities pursuant to Section 33676 of the Health and Safety Code) ("Tax Increments") to pay the principal of and interest on loans, monies advanced to or indebtedness incurred by the Agency to finance or refinance, in whole or in part, redevelopment in accordance with the Redevelopment Plan. E. Section 33401 of the Health and Safety Code allows a redevelopment agency to make any payments necessary to alleviate any financial burden or detriment caused to any affected taxing agency by a redeveloprent project. F. Section 33495 of the Community Redevelopment Law provides that a redevelopment agency may, with the consent of the legislative body, pay all or part of the cost of installation and construction of publicly-vaned buildings, facilities or improverents if the legislative iiody determines that such buildings, facilities or improvements are o£ benefit to the project area and that there are no other reasonable means of financing such buildings, facilities or improvements. G. Section 33679 of the Community Fedeveloprent Iaw provides that prior to cofmiitting tax increment monies for the purpose of paying all or part of the value of land or the installation and construction of publicly-vaned buildings, the legislative body must prepaze a sumnary of such proposed ex~nditures, hold a heazing and make certain specified findings. H. Section 33678 0£ the Conmunity Redevelopment Law provides that the allocation and payment of tax increment ironies to redevelopent agencies shall not he deemed proceeds o£ taxes within the meaning of Artrc].e XIII-H of the California Constitution only if those tax increment monies are used for redevelopment activities which: (1) are redevelopment as defined in Sections 33020 and 33021 0£ the Comcnm~ity Fedeveloprent Law; (2) primarily benefit the project area; and (3) aze not used for the payment o£ employee or contractural services, unless directly related to the purposes of Sections 33020 and 33021 of the Cartmmiity Redevelopment Law. I. The Agency has determined that because it will use funds to increase or improve the supply o£ low- and moderate-insane housing within the City which may generate additional students and increase the need for District services, facilities or improvertents, certain actions as set forth below aze necessary to alleviate the burden and detriment or potential burden and detriment to the District. J. The purpose of this Agreement is to provide for a procedure pursuant to which the Agency may provide for payments to be made by the Agency to the District to reimburse, and/or pay £or, part of the cost of land and/or certain capital inq~rovements, including buildings, facilities and improvertents incidental thereto, and inq~rovements to existing buildings and facilities which aze determined by the City Council of the City of Ukiah and the Agency to meet the rern,; resents of the Ganmuiity Redevelopment Law. K. The Agency and the District recognize that until specific low- and moderate-income housing programs are established, it is not possible to determine at this time which specific services and facilities will be rem,i red of the District as a result of fine Project. AGREEF'~NN'i5 THE AC~:NCY AND THE DISTRICT HEREBY AC,REE AS FYJLTIJr7S: SECTION 1. Definitions. As used herein: a. "Community Redevelopent Law" means the California Cwnm:nity Redevelopment Law as set Forth in California Health and Safety Code Section 33000 et seq. b. "Final EIR" means the Draft Environmental Lnpact Report on the Redevelopment Plan for the Ukiah Redeveloprent Project and the coicments and responses thereto. c. "Ordinance" means Drdinance No. 895 adopted by the City Council on November 15, 1989, approving and adopting the Redevelopment Plan. d. "Project" means the Ukiah Redevelopment Project. e. "Project Area" means the land azea within the boundaries of the Ukiah Redevelopment Project as shown and described in the Redevelopment Plan. _ 2 _ 4 f. "REdeveloparent Plan" means the Redevelopment Plan for the Ukiah Redevelopnent Project. SECTION 2. 51il~ject to the conditions and limitations set forth in Sections 3 and 4 of this Agreement, the Agency agrees to: a. Pass through to the District increases in the rate of tax imposed for the benefit o£ the District, which levy occurs after the tax yeaz in which the Ordinance becomes effective; and b. Set aside in a fund for District capital improvements (the "Capital Outlay Fund") an amount equal to increases in the assessed value of the taxable property in the Project Area above the swn of the Base Year Roll which aze, or otherwise would be, calculated and paid annually to the District pursuant to subdivision (f) of Section 110.1 0£ the Revenue and Ta.~cation Code, and to make pay~rents to the District fran the Capital Outlay Fund in accordance with and subject to the conditions set forth in Section 3 of this Agreement. The Agency shall invest menies held by it in the Capital Outlay Fund. Any interest earned on the Capital Outlay Fluid shall accrue to the Capital Outlay FUttd. c. Explore with the District methods by which the Capital Outlay Fund could be increased by amounts of Tax Inrxements which are not rern,ired by the Agency for the purpose of other Agency indebtedness or future Agency projects, or amounts rep; pied to be set aside for low- and moderate^incan2 housing. SECTION 3. The Agency's obligation to make payments to the District fray the Capital Outlay Fund pursuant to Section 2.b. above is subject to the following conditions: a. Hy January 1st of each year, the Agency shall provide to the District a statamnt of the funds available as o£ the end o£ the previous fiscal year in the Capital Outlay FVnd. b. Prior to March 1st of each year, the District shall present t~ the Agency a list of prioritized projects which the District has found aze required by the financial burden or detriment caused by .the Project or aze projects which benefit the Project Area. c. Prior to July 1st of each year, the Agency and the City Council shall hold a public hearing in accordance with Section 33679 0£ the Conmunity Redevelopmnt Law. The Agency's review of the proposed projects under this Agrearent shall be limited to whether the projects meet the Agency's rern~irements under the Cwmmnity Redevelopment Law. The Agency shall approve those projects which meet the Carmunity Redevelopment Law, including, but not limited to, Sections 33401, 33445, 33678 and 33679, which approval shall not be unreasonably withheld. d. In no event shall the Agency's annual payment fran the Capital Outlay FVnd to the District required pursuant to the provisions of this Agreement exceed the amount specified in Section 2.b. of this Agreement. - 3 - 5 SECTION 9. In no event shall paytrents he made to the District by the Agency: a. Which violate the expenditure limitation for the District under Article XIII-B of the California Constitution; or b. Which are contrary to the provisions of Sections 33401, 33495, 33678 or 33679 0£ the Commrnity Fedevelo¢ment law or violate any other provision -of the Comrnud.ty Redevelopment Law or the laws of the State o£ California. SECTION 5. Pursuant to Section 33339.2 of the Community Redeveloprent Iaw, the Agency must set aside twenty percent (208) of its Tax Increments for law- and malerate-income housing (the "Housing Funds"). The Agency agrees to consult with the District on expenditure o£ the Housing Funds and the impact it may have on the District and to include the District on the Agency's Low- and Macerate-Income Housing Committee to be established pursuant to Agency Resolution No. 90-10. SECTION 6. In order to assist the District with the developrent of additronal District facilities and in~mverrents, the Agency agrees to acquire certain real property located adjacent to the Oak Manor School from the City o£ Ukiah for disposition to the District (the "Sales Property"). The Sales Property is described in the "Description o£ the Sales Property," attached hereto as Exhibit A and incorporated herein by reference. The Agency's obligation to acrn~i re the Sales Property and convey it to the District sha.11 be in accordance with and subject to the following conditions: a. The Agency agrees to Sell the Sales Property to the District for a purchase price of One Dollar ($1.00). b. The Sales Property is currently used for pazk purposes, including tennis courts (the "Existing Park Uses and Facilities"1. The District covenants and agrees that (1) as long as the Existing Park Uses and Facilities remain on the Sales Property, +h Ci ~ shall ve 'oint use of the Sales Property and the Existing Park Uses and Facr ities and the District agrees to main tt~_EYae+in rPark Uses and Facilities at the level at which i ently maintained; and (2) riop r to the~~District changing the Existing Park Uses and Facilities on the Sa es Property, the District shall e r .for the Existing Park Uses and Facilities on other property with equivalent facilities, including tennis courts, within the general area of the Oak Manor azea, except that the number of parking spaces to be provided shall be determined by envy and the Distri t based on the appropriate parking requirefrents for the pazk and school uses. The A envy shall have the right to approve, which right shall not be unreasonably withheld, the location and the kind of facilities determine if they are equivalent to the Existing Park Uses and Facilities. The covenants in this subsection b. shall be included in the grant deed conveying the Sales Property to the District and shall, without regard to technical classification and designation, be binding for the irne£it and in favor o£ the Agency, its successors and assigns, the City and any successor in interest th the Sales Property or any part thereof. SECTION 7. In the event that in the future the District becomes a " aid" entity as defined under state law or the current method of State school - 9 - 6 district financing changes in a manner that adversely affects the District's financing due to the existence of the Redevelopment Plan, the Agency agrees to meet immediately in good faith with the District and attempt to find ways to alleviate such adverse fiscal detriment caused by the Project consistent with the intent of this Agreement and also consistent with the ability of the Agency to carry out the Redeveloprent Plan. If the District claims such adverse fiscal detriment, it shall be obligated to sutmi.t ~aitten docimentation to the Agency showing the nature and extent of such adverse fiscal detriment. SECTI(Rl 6. The District agrees t0 authorize the Agency to subordinate its interest herein and to allow the Agency to pledge all or any portion of the Tax Increments otherwise payable to the District under this Agreement in order to secure the repayment of Agency indebtedness incurred for the Project; provided the Agency demonstrates, to the reasonable satisfaction of the District, its ability to make payments due to the District under the teens of this Agreement. Nothing in this Agreement shall give the District the right to approve Agency indebtedness, except as the Agency niay request the District to subordinate its rights to payments under Y]il.s Agreement. SECTION 9. This Agreement shall constitute an indebtedness of the Agency incurred in carrying out the Project and a pledging of Tax Increments from the Project to repay such indebtedness under the provisions of Article XVi, Section 16, of the California Constitution and Sections 33670-33677 0£ the Health and Safety Code. SECTION 10. Section 2.b. of this Agreement is conditioned upon the District rescinding its resolution to elect to receive the increases pursuant to Health and Safety Code Section 33676 (a). This Agreement shall be effective as o£ the date that the Agency executes this Agzeenent or the District rescinds its resolution to receive the increases pursuant to Health and Safety Code Section 33676 (a), whichever occurs later. SECTION 11. The Agency and the District agree not to file and the District agrees not to engage in any litigation to directly or indirectly test or challenge the validity of the Project, the Redeveloprent Plan, the Final EZR, the Ordinance o t grc~`nt; however, this Section shall not preclude the Agency fran initiating a bond validation suit if it is deemed necessary by the Agency to assure adequate financing for the Project. SECTION 12. In the event litigation is initiated by any party attacking the validity of the Pedevelopm_nt Plan, the Project, the Final EIR or the Ordinance, the effect o£ this Agreement shall be suspended and the Agency shall not have any obligations under this Agreement until a judgment becomes final upholding the validity of the Redevelogrent Plan, the Project, the Final EIR or the Ordinance. SFX"1'ION 13. This agreement shall terminate upon the earlier of the expiration or termination of the RedevelopTent Plan or of the provisions of the Redevelop~rent Plan authorizing the allocation to the Agency of tax incrarents for the Project. Dpon termination of this Agreement, all obligations of the Agency to make payments to the District shall cease. - 5 - 7 IN WITt~SB Wt~RIX1F, the Agency and the District have executed this Agreement as of the date first above written. UKIAH REDEVEf.OPMF.DTT AGEC]CY BY CFWIPNiAN BY SECRETARY "AGFSICY" UKS HY R:URA - 6 - 9 Attachment # _= AGREEMENT AND RELEASE Ukiah Unified School District ("UUSD"), a unified school district of, the State of California, and the Redevelopment Agency of the City of Ukiah ("RDA"), a redevelopment agency of the State of California, enter this settlement Agreement and General Release ("Agreement") in Ukiah, Mendocino County, California. RECITALS 1. In January 1990, UUSD and the RDA ente retl an agreement zegardinq redevelopment pursuant to Health and Safety Code Section 33901 1"the Redevelopment Agreement"). 2. Pursuant to Section 2.b of the Redevelopment Agreement, the RDP. agreed to set aside in a "Capital Outlay Fund" for capital improvement projects within UUSD antl the redevelopment project area an amount equal to the increases in the assessetl value of the taxable property in the RDA's redevelopment project area above the sum of the Base Year Roll which would have been calculated and paid to UUSD annually, if the redevelopment project area had not been established. These amounts shall be referred io herein as "the set aside." 3. The RDA recently discovered that it had committed an error in calculating the amount of money that should have been set aside in UUSD's Capital Outlay Fund pursuant [o the Redevelopment Agreement. Less than the full amount required by the Redevelopment Agreement has been set aside since the Base Year in 1990. AGREEMENT 4. The parties agree that the RDA shall recalculate the amount of the set aside for all tax years since 1990, and shall set aside in the Capital Outlay Fund additional funds for those years equal to the difference between Agr.UUSD.1120O2 November 20, 2002 1 10 the amount already set aside and the amount that should have been set aside using the correct calculations. (The corrected calculations for each year antl the total additional amount owi nq for those years is set forth in the attached Exhibit A.) In addition, the RDA agrees to correctly calculate [he se[ aside amount for tax year 2000 and every future year to which the Redevelopment Agreement applies. 5. The RDA agrees to disburse to UUSD in fiscal year 2004 -05, $492,205 for capital improvement identified by UUSD for the Oak Manor modernization project, in accordance with Section 3 of the Redevelopment Agreement. Thereafter, UUSD may request annual payments from the RDA as indicated in estimated calculation in Exhibit A, headed: URA Payment to UUSD, including, beginning on July 1, 2006, payments on deferred amount as indicated in Exhibit A. The RDA shall disburse said payments in accordance with Section 3 of the Redevelopment Agreement. 6. The obligations set forth in this agreement shall fully resolve any claim by UUSD against the RDA concerning the RDA's failure to properly calculate the set aside. Each party absolutely discharges and releases the other party, and its officers, agents and employees, from any and all claims, demands, damages, debts, liabilities, obligations, costs, expenses, liens, actions, attorney's fees and causes of action in any way connected with any such claims, whether arising in law or in equity, known or unknown, suspected or unsuspected, whether or not asserted prior to the effective date of this Agreement. 7. Each party covenants that it will never commence or prosecute, or, except as may be required or compelled by legal process, assist in any way in the commencement or prosecution of any claim, demand, or cause of action of any nature whatsoever that is based upon any claim, demand, damage, debt, Agr.UUSD.112002 November 20, 2002 2 11 liability, obligation, cost, expense, lien, action, or cause of action hereby rel easetl. B. The parties hereto deem [his Agreement to be signed and of binding legal effect as of the date on which the last signatory hereto signs the Agreement. 9. This Agreement shall not prevent the parties from agreeing to permit the use of set aside funds for other purposes of the Redevelopment Agency as discussed with the Hoard of Education. REDEVELOPMENT AGENCY OF UKIAH ATTEST: edevel opment Agency retary Dated: ~/~~/4.3 Agr. WSD.112002 November 20, 2002 - V,.YY-~r-C/~ Phil Ashi Chairperson Dated: /o2~G.~ IAH IFIED SCHOOL TRICT ~ L P y $ esi dent Date 3 12 Recalcula6Dn of Ukiah USD Exhibit A Capital Outlay Funding Plan Payment on Beginning Interest Interest Annual Caplt: l Agreemenl+ URA Payment Deterred Year Ending Project Year Year Balance Rafe Earnings ^ Deposit • Interest to UUSD Amount Balance 2000 - 2001 1,265,789 4.50% 39,860 240,063 279,923 380,000 1,765,712 2001 - 2002 1,165,712 4.50% 52,457 2fi4,592 317,049 1,482,7fii 2002 - 2003 1,482,761 4.50°1 66,72-0 289,fi11 356,335 1,839,0% 2003 - 2004 1,839,096 4.50% 82,759 315,131 397,890 2,236,986 2004 - 2005 2,236,9Bfi 4.50% 85,312 341,162 426,474 b26,47d 2,23fi,986 2005 - 2006 2,23fi,986 4.50% 84,717 361,713 457,830 451,890 2,23fi,9B6 200fi - 2007 2,236,986 1.50% 96,470 394,795 497,265 491,265 83,208 2,143,778 2007 - 2008 2,143,778 4.50% 92,276 422,419 514,695 514,695 93,208 2,050,571 2008 - 2009 2,050,571 4.50% 88,081 450,595 538,fi76 538,676 93,208 1,957,3W 2009 - 2010 1,957,363 4.50% H3,HH7 -079,335 563,222 5fi3,222 93,208 1,864,155 2010 - 2071 7,864,155 4.50% 79,fi93 508,649 588,342 588,3-02 93,206 1,770,947 2011 - 2012 7,770,947 4.50% 75,498 536,559 61b,048 614,0-08 93,208 1,677,740 2012 - 2013 7,677,740 4.50% 71,304 569,049 fi40,353 fi40,353 93,208 7,584,532 2013 - 2014 7,584,532 4.50% 67,710 fi00,758 667,268 fi67,268 93,208 1,491,324 2014 - 2015 1,497,324 4.50% 62,915 637,889 694,804 fi94,804 93,208 1,398,11fi 2015 - 201fi 1,398,11fi 4.SD% 58,727 664,254 722,975 722,975 93,206 1,304,909 2016 - 2011 1,304,909 4.50% Si,527 fi97,267 757,794 751,794 93,208 1,271,701 2017 - 2078 7,211,701 4.50% 50,332 730,941 781,273 781,273 93,208 1,178,493 2016 - 2019 7,716,493 4.50 % 4fi,136 7fi5,2B7 811,425 811,425 93,208 1,025.285 2019 - 2020 7,025,285 4.50% 41,943 800,321 842,264 842,284 93,208 932,078 2020 - 2027 932,078 4.50% 37,749 836,055 873,804 873,804 93208 838,870 2027 - 2022 838.870 4.50% 33,555 872,504 906,059 906,059 93,206 745,662 2022 - 2023 745,6fi2 4.50% 29,360 909,682 939,042 939,042 93,208 652,454 2023 - 2024 652,454 4.50°/. 26,166 947,603 972,169 972,769 93,208 559,247 2024 - 2025 559,247 4.50% 20,972 986,203 1,007,255 1.007,255 93,206 4fi6,039 2025 - 2026 468,039 4.50% 1fi,777 1,025,737 1,042,514 1,042,514 93,208 372.831 2026 - 2027 372,837 4.50% 12,583 7,Ofi5,979 1,078,562 1,078,562 93,208 279,623 2027 2028 279,623 4.50% 8,389 1,107,027 7,115,-0 16 1,115,476 93,208 186,416 2028 - 2029 786,416 4.60°h 4,194 1,148,895 1,153,089 1.153,089 93,208 93,208 2029 - 2030 93.208 4.50% - 1,191,601 1,191,601 1.191,607 93,208 - Totals 38,189,655 1,568,Bfi9 20.163,147 21,732,016 20.760,819 2,23fi,9B6 'UUSD Annual Capital Deposit is projected et 38.499816 % of the 1 % pfaperly tax on Ibe asse55ed va(uallon growth. Ttt(s s0aia wiN change with lha aGUal share as detenninetl horn year to year. If the assessed value growth is less Than 2%Ihe Yearly share will be tletennined by the actual assessed value change. ^ {merest rate is projected a14.5%. The actual Interest paitl will be determined by the Redevelopment Agenty'z pooletl Interest earnings rate, as determined horn year to year. Internet eaminga are dlstdbuled at Bswl year and based on the Juna 30 aaount balanw (excluding accnlad revenue). This calculation assumes Ihat UUSD will request Dayment on an annual basis. The Interest ceclulations may vary slgnificanUy if annual tlisbursements are nal matle. GE:Rda Capital Analysis-May 2002 Printetl 10/1/02 UUSD ExhlbitA 13 Recalculation of Ukiah USD Fxhibit B Projection of 40 years Capital Funding uusD 2%A.V. grawl h UUSD%ol UUSO Yearly Cumulallve Interest Interest Year Entl Project Year per year 1%ol Grawlh Growth' Share Share Rafe •• Earnings Balanee 1989 - 199 0 256,206,99 7 Base Y ear Value 1990 - 1991 261,331,13 7 2.000% 51,24 1 34.119fi57% 17,483 17,483 17,483.00 1991 1992 2fi6,557,76 0 2000 % 703,50 8 34.108539% 95,305 52,788 4.76% 832 53,620.00 7992 - 1993 271,880,91 5 2.000% 156,819 34.118035% 53,504 10fi,292 4.76% 2,551 109,675.00 1993 - 7994 277.326,69 3 2.000% 211,187 3-0.445212% 72,717 1]8,039 4.7fi% 5,218 18],540.00 1894 - 7995 282,873.227 2.000% 266,6fi2 35.653781% 95,075 274,114 4.76% 8,9?8 291,643.00 1995 - 1996 288,530,692 2.000% 323,237 3fi.4B07fifi% 117,055 391,969 4.76% 73,875 423,373.00 1996 - 1997 194,301,305 2.000% 380,943 37.037276% 141,081 533,060 4.76% 20,192 584,fi06.00 1997 - 1908 300,187,332 2.000% 439,803 37.468185% 161,788 697,8/8 4,7fi% 27,813 777,207.00 1998 1999 306,191,078 2.000°/. 499,841 37.889030% 189,385 887,233 4.76% 36,977 1,003,569.00 1999 2000 312,374,900 2.000% 6fi 1,079 38.225093% 214,477 1,701,706 4.76Y. 47,797 7,2fi5,78B.00 2000 - 2001 318,561198 2.000°6 623,542 38.-099816% 240,063 1,341,769 4.50% 56,960 1 562,872.00 2001 2002 324,932,422 2.000% 687,254 38,499816% 264,592 1,606,361 4.50% 70,326 1 897,730.00 2002 - 2003 337,431,070 2000% 752,241 38.49987fi% 289,811 1,895,972 4.50% 85,398 2,272,739 2003 - 2004 338, OSB,fi91 2.000% 818,527 38.4998 1fi% 315,131 2,271,703 4.50% 102,273 2,fi90, 143 2004 - 2005 391,820,885 2000% 886,139 38.489816% 341,162 2,552,2fi5 4,50°A 121,057 3,152,362 2005 2006 351,717,303 2.000% 955,103 38.4898 16% 3fi7,773 2,919,978 4.50% 141,856 3,fi61,931 200fi - 2007 358,751,649 2.000% 1,025,447 36.499876% 394,795 3,314,773 4.50% 164,787 4,221,513 2007 - 2Wfl 365,926,682 2000% 7,037,197 38.-099816% -022,419 3,737,192 4.50% 789,968 4,833,900 2000 - 2W9 373,245,216 2.000% 1,170,382 38.499016% 450;595 4,187,787 4.50% 277,525 5,502,020 2009 - 2010 380,710,120 2000% 1,245,031 38.499816% 479,335 4,667,122 4.50% 247;591 6,228,946 2070 2011 388,324,322 2000% 7,321,173 38.499816% 500,699 5,775,771 4,50% 280,303 7,017,898 2011 - 2012 396,090,809 2000% 1,398,838 38.199816% 530,550 5,714,321 4.50% 315,805 7,872,253 2012 - 2013 -00-0,012,625 2.000% 1,478,056 38.499816% 569,049 6,203,370 4.50% 354,251 8,795,553 2013 - 2014 412,092,878 2.000% 1,SS8,859 38.198B1fi% 600,758 6,883,528 4.50% 395,800 9,791,511 2014 2015 420,334,735 2.000% 1,641,277 38.499816% 631,889 7,515,417 4.50% 440,678 10,864,018 2015 - 2016 428,741,430 2000% 7,725,344 38.499816% 664,254 8,179,671 4.50% 480,801 12,017,153 2076 - 2017 437,376,258 2.000Yo 1,817,093 38.499816% fi91,267 8,878,938 4.50% 540,7/2 13,255,192 2017 2078 446,Ofi2,584 2.000°6 1.888,556 38.49981fi% 730.941 9,607,879 4.50% 596,484 14,582,617 2078 - 2018 454,983,835 2000% 7,987,768 38.199816% 765,207 70,373,166 4.50% fi56,218 16,004,122 2019 - 2020 464,083,572 2.000% 2,078,765 38.499816% 800.327 71,173,487 4.50% 720,185 77,524,628 2020 - 2021 473,365,782 2.OW% 2,171,582 30.499816% 836,055 12,009,542 ~ 4.50% 788,608 19,149,291 2027 - 2022 482,832,486 2.000% 2,266,255 311.499816% 875,504 12,flB2,01fi q.50% 861,710 20,883,573 2022 - 2023 492,489,735 2.000% 2,362,021 38.499876% 909.fie2 13,791,728 4.50% 938,758 22,732,953 2023 - 2024 502,338,918 2.000% 2,461,379 38,499876% 997,603 14,739,331 4.50% 1,022,903 24,703,539 2024 - 2025 512,3B5,fiB7 2.000% 2,561,787 38.499876% 986,283 15,725,fi 14 4.50% 1,111,660 26,801;482 2025 - 2026 522,633,411 2.000% 2,664,264 38.489816% 1,025,737 ifi,751,351 4.50% 1,20fi,067 29,033,286 2026 - 2027 533,086,073 2.000% 2,7fiB,797 38.49981fi% 1.065.979 17,877,330 4.50% 7,308,498 31,405,7fi3 2027 2028 543,747,800 2000'6 2,875,/08 38.498876% 1,107,027 18,929.357 4,50% 1,d 73,259 33,826,049 2028 2029 554,fi22,75fi 2-000% 2,984,158 38.499816% 7,148,895 20,073,252 4.50% 7,52fi,672 3fi,601616 2029 2030 565,715,211 2.000% 3,095,082 38.499876% 1,197,fi01 27,264,853 4.50% 1,647,073 39,440,290 TOlals 55,366,381 21,264,853 18,775,437 •UUSD PrajeR share N projected at 38.499816%. Thls share will change with the actual share as determined from year to year. If the assessed value growth N Nos than 2% Ue Yeadyshart will be determined by Ne actual assessed vaWe change. ^ Interest role is pmjedetl at 4.5%. The actual interest paid will be determined by the Retlevelopmenl Agency's pooled interest earnings rate, as determined from year to year. Rda Capdal Analysis-May 2002 Pdntetl 10/1/02 UUSD PXh817t B 14 I - I r 'r ~- =. City of Ukiah Redevelopment Agency C/o Sage Sangiacomo City of Ukiah 300 Seminary Ave. Ukiah, CA 95482 Dear Mr. Sangiacomo: August Z, 2007 The Ukiah Unified School District (hereafter called District) is requesting $300,000 of the redevelopment funds due to the District from the Ukiah Redevelopment Agency for [he renovation of dte tennis courts a[ Ukiah High School. As you wits remember, these courts were originally constructed as a joint project by the City of Ukiah (hereafter called City) and the District, using recreation funding secured by the City from the state. These courts are outside the redevelopment agency bomtdary, but within the City limits. Thoy are widely used by the City residents, as well as participants in City and District recreation and sports programs. The courts are currently blighted with deep surface cracking caused by subsurface water intrusion. The courts are becoming unusable quickly without constant patching. The cracks return rapidly because they extend tluough the court surface into the base rock underneath and respond to the constantly changing water table in the soil. Even with patching, the cracks continue to spread. Without addressing the underlying problem of the water intrusion, the courts will soon fail. Rebuilding the courts would eliminate the cracking problem by installing subsurface drains and barriers to the water intrusion under the courts. The base rock would then be re-compacted and a new playing surface insulted which would retum the courts to regulation condition and extend their useful life, The exact specifications of the work to be performed would be developed by an engineering professional experienced with tennis courts. The work requires dry, warm weather, therefore, the work would be scheduled for next summer. This is a costly project beyond the means of the District's maintenance budget. There are no other District funds available [o complete this necessary work, The District believes that this project falls within the guidelines far the use of these funds, as the project is for the following: Focusetl on Success /or All EduwGOnal 6evices 707-0fi3-5213 Fiscal SeMCes ]07.463-5201 Personne1707Afi3-5208 Personnel Commission ]07-163.5205 Spedal Educallan Services 707-06&3315 Technology 707-4fi3-5294 TransponalionlMalntenance/Grountls 707-0fi3-5233 Ukiah Unified School District 925 N. State Street, Ukiah, CA 95482-3470 707-463-5200 Faz: 707-q63-2120 www.uustl.nal Attachment # ~~ Lois J. Nash, Ed.D. Superintendent 15 m No other source of funding~exis[s for this project, and ~ The project will eliminate the blighted condition that exists. The District hereby requests that the redevelopment agency adopt these findings and disburse $300,000 [o the District to allow [his project to proceed. We appreciate your cooperation and will be happy to provide any additional information required. Sincerely, ~, ~~ Lois J. ash, Ed.D. Superintendent 16 Pinky Kushner 504 N. Oak St. Ukiah, CA 95482 707 467-0107 To the City of Ukiah Comments on the draft Water Mana¢ement Plan Nov 7 2007 I. Overriding concerns regarding the current plan: 1. The'95 map being used now included Lover's Lane as mixed use and Masonite as commerciaUindustrial. Shouldn't the current plan specify more clearly what designations are being used for these two sites? Can Lover's Lane remain agricultural if annexed? Can Ukiah water be used for agricultural purposes? 2. The population predictions have been reduced, but there are still population jumps that are unexplained, as noted below under specific issues. 3. Does the current map include parts of Willow and Millview districts? If so, has the City gotten an agreement with these two districts to include parts of their place of use within the City's? If not, is it wise to proceed without these agreements? 4. The reality of the water source seems distant from this draft, as it did in the other drafts. Lake Mendocino is now very, very low, and no rain appears to be in sight. The weather prediction for today is 80 degrees. All rights, pre-`14 and pre-`49 rights and D-1610 are only paper water rights and may not apply any more. From where and how will the City pump more water? II. Specific concerns with citations from the 11/7/07 draft Plan 1. "Well 5 has a pumping capacity of 300 gpm. Well 5 is located near the Ranney collector. When the Ranney collector and Well 5 are used at the same time, the pumping capacity of Well 5 is reduced because it is within the cone of water draw down depression of the Ranney collector. Also, Well 5, like the Ranney collector, can be affected by high turbidity in the Russian River. Therefore, Well 5 is used during the winter when the Ranney collector is not used." If Well 5 is turbid when the Ranney is, how can it be used in the winter? 2. "The City is evaluating the addition of two groundwater wells to increase the water supply and provide reliability and redundancy to the water supply system." Does this mean percolated groundwater or groundwater? 3. "The City of Ukiah diverts from groundwater and underllow of the Russian River. The City's right to divert is based on a pre-1914 right, a contract with the District, its water rights permit and apre-1949 right confirmed in Water Board decision D-1610." a. Does this groundwater mean percolated groundwater or groundwater? b.Aren't pre-14 and pre-49 rights now under question since water from the Eel has been reduced? c. Hasn't D-1610 specifically been questioned as valid since the Eel diversion reduction? 4. "n Groundwater in storage in the upper 100 feet of the most productive area of the Ukiah Valley is estimated at 90,000 acre-feet. • Groundwater storage located within the margins of the Ukiah Valley is estimated at an additional 45,000 acre-feet. Groundwater levels in the Ukiah Valley Groundwater Basin for the past 30 years have remained relatively stable. " What is the evidence for these two groundwater storages? Isn't the evidence old and out of date and not based on actual measurements? 5. "~ During drought conditions there is increased drawdown of groundwater levels, but the levels recover in post-drought conditions." Doesn't this drawdown mean that the underground water storage is part of the Russian River underflow? 6. "Table 3-3. Amount of Groundwater Projected to be Pumped - AFY (DWR Table 7) Basin Name(s) 2010 2015 2020 2025 2030 Total Water Supplya 17,175 17,175 17,175 17,175 17,175 Groundwater (Well 4 and two new wells) 1,895 1,895 1,895 1,895 1,895 of Total Water Supply 11 11 11 11 11 Total Water Supply is equal to the City's theoretical maximum water rights and future groundwater pumping projections. The water availability analysis in Section 3.10 is based on 8400 afy rather than this theoretical maximum. Well No. 4 pumps percolating groundwater at the rates shown in Table 3-2. Future groundwater wells may pump percolating groundwater or underflow. The groundwater figures in this Table do not distinguish between percolating groundwater and groundwater which is underflow subject to State Water Board jurisdiction. It should also be noted that the City does not have the pumping capacity to provide this total. Aren't all of these existing and future water sources underflow? 7. "Table 5-4. Past, Current and Projected Water Deliveries (DWR Table 12) Year Water use sectors Single family Multi- family Commercial Industrial Institutional / Gov Landscape Agriculture Total meter # of accounts ---a --- --- --- --- --- --- 5,511 2000 Deliveries AFY --- --- --- --- --- --- --- 4,224 meter # of accounts --- --- --- --- --- --- --- 5,718 2005 Deliveries AFY --- --- --- --- --- --- --- 3,756 meter # of accounts --- --- --- --- --- --- --- 5,985 2010 Deliveries AFY --- --- --- --- --- --- --- 4,369 meter # of accounts --- --- --- --- --- --- --- 6,510 2015 Deliveries AFY --- --- --- --- --- --- --- 4,752 meter # of accounts --- --- --- --- --- --- --- 6,728 2020 Deliveries AFY --- --- --- --- --- --- --- 4,912 meter # of accounts --- --- --- --- --- --- --- 6,947 2025 Deliveries AFY --- --- --- --- --- --- --- 5,072 meter # of accounts --- --- --- --- --- --- --- 7,166 2030 Deliveries AFY --- --- --- --- --- --- --- 5,231" What is the jump in year 2010? Why are there 500 more accounts when other years increase only by 200-220? 8. "Table 5-3. Average Demand Per Connection (AFY/connection) Year Total production [AFY] Connections AFY/Connection 2000 4,223.87 5,511 0.77 2001 4,068.67 --- --- 2002 4,163.37 5,511 0.76 2003 3,872.56 5,558 0.70 2004 4,129.93 5,685 0.73 2005 3,756 5,718 0.66 2006 3,831 5,771 0.66 2010* 4,369 5,985 0.73 2015* 4,752 6,510 0.73 2020* 4,912 6,728 0.73 2025* 5,072 6,947 0.73 2030* 5,231 7,166 0.73 AVERAGE 4,781 6,549 0.73 * indicates projected values What is this jump all about? (See #7 above.) 9. "Table 5-8. Total Water Use -AFY (DWR Table 15) Water Use 2000 2005 2010 2015 2020 2025 2030 Total of DWR Tables 12, 13, 14 4,351a 3,869a 4,500 4,895 5,059 5,224 5,388 a Data from WTP records" What is this jump all about? (See #7 above.) FAX TRANSMITTAL To: ~ ~~~ yfi (Fax Telephone Number) FROM: Linda C. Brown, City Clerk ~ ~ c~0 NUMBER OF PAGES, INCLUDING COVER SHEET: !~ ~ecial Instructions/Notes: ~ ~ M ~ ~-~- 1 '~~''''' ~I~111VV~~~~ ~~~-'' DATE: !/- 7-© ~ IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL (707)463-6213 Thank You. ITEM NO: 9c MEETING DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: CONTINUE PUBLIC HEARING ON URBAN WATER MANAGEMENT PLAN UPDATE AND POSSIBLE ADOPTION OF PLAN SUMMARY: The public hearing on the draft Urban Water Management Plan was commenced on October 17, 2007, and continued to this meeting. The City Council continued the hearing to allow time to make additional revisions to the draft plan. Those changes were to include limiting the City's water service area outside the City limits to the area within the sphere of influence ("SOI") as described in the City's General Plan, last updated in 1995. This reduced area results in lower population estimates and a smaller demand for water over the 20 year planning period. The revisions also resulted in the preparation of a new Appendix H which includes a summary of written comments on the draft plan which have been submitted to the City, including comments submitted at the October 17 City Council meeting. Staff has made additional changes either in response to comments or to clarify statements in the plan. The revised draft shows the changes from the October 17 version of the draft plan. Those changes are shown as yellow highlighting and and redlining. Continued on page 2 RECOMMENDED ACTION: Continue the public hearing and adopt the resolution (Attachment 2) adopting the revised update to the City's Urban Water Management Plan. ALTERNATIVE COUNCIL POLICY OPTIONS: Continue the public hearing, receive additional public comment, and continue the hearing to provide additional information or revisions prior to acting on the plan. Citizens Advised: N/A Requested by: City Attorney Prepared by: David J. Rapport, City Attorney Coordinated with: Candace Horsley, City Manager, Tim Banyai, Brown and Caldwell, Robert C. Wagner, Wagner and Bonsignore, Gary Weatherford Ann Burck Charley Stump Attachments: Attachment 1-Revised draft UWMP Attachment 2- Resolution Adopting UWMP Approved Candace Horsley, City anager Agenda Summary Report November 7, 2007, City Council meeting Page 2 The revised draft plan was posted on the City's website, starting on October 31, 2007. A summary of the changes follows: 1. Under Executive Summary, Water Supply, on p. ES-3, the plan acknowledges that Eel River diversions could be curtailed in the future and the minimum flow requirements in State Water Board decision 1610 could be modified. These changes could have a significant effect on the City's water supply and would require additional analysis. A similar comment appears at Section 3.7.1, p. 3-g. 2. The changes regarding the sphere of influence are described under Historical and Projected Water Use at p. ES-5. The population figures used to project water demand only include growth above existing population in the SOI and assume land use designations as contained in the City's General Plan. 3. Corresponding, updated or clarifying changes throughout the UWMP. 4. Tables 3-2 and 3-3, p. 3-4, reporting current and projected groundwater use are clarified. 5. The acre feet of water reported in water shortage tables 6-4 to 6-9, in Section 6.2 at pp. 6-2 to 6-3, are reduced. 6. In response to comments from Paul Zelman the cost-benefit analysis ratio for a water survey program discussed in Section 7.3 at p. 7.4 was revised, as were the calculations in Appendix F used to arrive at that ratio. Other changes were also made in response to his comments. 7. Appendix H contains responses to the following written comments: a. Sonoma County Water Agency (pp. 1-2); b. LAFCO Executive Director, dated October 4, 2007 (pp. 3-6); c. Mendocino County Russian River Flood Control and Water Improvement District, Executive Director, dated October 15, 2007 (7-g); d. Pinky Kushner, dated October 16, 2007 (pp. 9-11); and e. Paul Zellman, dated October 16, 2007 (pp. 11-14). City staff and consultant Bob Wagner will be available at the hearing to answer any questions from the City Council or members of the public. Att~ci tment # _ I CITY OF UKIAH 2005 URBAN WATER MANAGEMENT PLAN Prepared for City of Ukiah, California November 7, 2007 Timothy R. Banyai, PE EIC: California PE C607'IS 201 N. Civic Drive Walnut Creek, California 94596 Table of Contents `^_ ^ _ 2005 Urban Waler Management Plan TABLE OF CONTENTS LIST OF FIGURES ..................................................................................... LIST OF TABLES ....................................................................................... LIST OF ACRONYMS ................................................................................ EXECUTIVE SUMMARY ........................................................................... Water System .............................................................................. Recycled Water ........................................................................... Historical and Projected Water Use ............................................. Water Supply Versus Demand Comparison ................................ Demand Management Practices .................................................. 1.INTRODUCTION .................................................................................... 1.1 Purpose ....................................................................................... 1.2 Urban Water Management Planning Act ..................................... 1.3 Previous Reports ......................................................................... 1.4 Public Participation ...................................................................... 1.5 Agency Coordination ................................................................... 2. DESCRIPTION OF EXISTING WATER SYSTEM ................................. 2.1 Description of Service Area ......................................................... 2.2 Environmental Setting .................................................................. 2.2.1 Geography ....................................................................... 2.2.2 Climate ............................................................................. 2.2.3 Hydrology ......................................................................... 2.3 Water Supply Facilities and Sources ............................................ 2.3.1 Surface Water (Ranney collector and Wells 3 and 5)....... 2.3.2 Groundwater ..................................................................... 2.3.3 Water Rights....._ .............................................................. 2.3.4 Transfers and Exchanges ................................................. 2.4 Distribution System ....................................................................... 3. WATER SUPPLY QUANTITY AND QUALITY ........................................ 3.1 Surface Water ............................................................................... 3.1.1 Description ........................................................................ 3.1.2 Physical Constraints ......................................................... 3.1.3 Regulatory and Legal Constraints ..................................... 32 Groundwater ........................... V ........................... V VII ES-1 ES-1 ES-4 ES-5 ES-6 ES-6 1-2 .................................................................2-1 .................................................................2-5 .................................................................2-5 ..........................2-6 ..........................2-7 2-9 3.2.1 Description ............................................................................. 3.2.2 Physical Constraints .............................................................. 3.2.3 Regulatory and Legal Constraints .......................................... ........3-5 u DFFR to ~aview puNOSas anN. S:IO.eors~]! WplerW WMPIpJI Ooc Table of Contents Water Management Plan 3.3 Desalination .................................................................................................................... ..............................3-5 3.4 Transfer and Exchange Opportunities ............................................................................ .............._..............3-fi 3.5 Water Rights ................................................................................................................... ..............................3-6 3.6 Current and Projected Water Supplies ........................................................................... ..............................3-6 3.7 Water Supply Reliability and VUlnerability ...................................................................... ..............................3-8 3.7.1 Reliability Comparison ........................................................................................ ......................_......3-8 3.7.2 Wholesaler (Agency) Water Supply Projections ................................................. ............................3-10 3.8 Water Qualiry .................................................................................................................. ............................3-10 3.8.1 Water Quality of Existing Water Supply Sources ................................................ ............................3-11 3.8.2 Water Quality Effects on Water Management Strategies .................................... ............................3-11 3.9 Water Shortage Contingency Plan .................................................................................. ............................3-12 3.9.1 Estimate of Minimum Water Supply for Next Three Years .................................. ............................3-12 3.9.2 Stages of Actions ................................................................................................ ............................3-13 3.9.3 Prohibitions, Penalties and Consumption Reduction Methods ........................... ............................3-14 3.9.4 Mechanisms for Determining Actual Reductions ................................................ ............................3-15 3.9.5 Revenue and Expenditure Impacts during Shortages ......................................... ............................3-16 3.9.6 Catastrophic Supply Interruption Plan ................................................................ ............................3-16 3.10 Attachment - Effect of Reduced Eel River Imports on Future Water Supply for City of Ukiah Urban Water Management Plan -Prepared by Wagner and 8onsignore ............................................ ............................3-17 4. RECYCLED WATER ...............................................................................................................................................4-1 4.1 Agency Coordination ....................................................................................................................................4-1 4.2 Wastewater Quantity, Quality, and Existing Uses .........................................................................................4-1 4.3 Current and Projected Recycled Water Use .................................................................................................4-5 4.4 Recycled Water for Agricultural lrrigation .....................................................................................................4-6 4.5 Optimization Plan with Incentives .................................................................................................................4-7 5. HISTORICAL AND PROJECTED WATER USE ....................................................................... 5.1 Employment, Land Use, and Population ......................................................................... 5.2 Historical Water Use ....................................................................................................... 5.2.1 Water Use By Connections .........................................................._..................... 5.2.2 Water Sales to Other Agencies ........................................................................... 5.2.3 Unaccounted-for Water and Additional Water Use ............................................. 5.2.4 Total Water Use .................................................................................................. 5.3 Water Demand Summary ............................................................................................... 6. WATER SUPPLY VERSUS DEMAND COMPARISON ........................................................ 6.1 Current and Projected Water Supplies vs. Demand ................................................... 6.2 Water Shortage Expectations ..................................................................................... 6.3 Wa[er Shortage Summary .......................................................................................... 7. DEMAND MANAGEMENT PRACTICES .............................................................................. 7.1 California Urban Water Conservation Council ............................................................ 7.2 Methodology and Assumptions ................................................................................... 7.2.1 Value of Conserved Water .............................................................................. .......................5-1 .......................5-1 .......................5-2 .............5-4 .............5-4 ........6-1 ...........................6-2 ...........................6-4 .............................7-1 .............................7-1 .............................7-2 .............................7-3 oFnFr ro, re~ P,. p.,n,~~os omr. s':voocsw~wa~e~uwNPiaw~ aoc Table of Contents 7.3 Current Water Conservation Program ................................................. 7.4 Economic Analysis Results .................................................................. 7.5 Non-quantifiable DMMs........_ ............................................................. 7.6 Additional lssues .................................................................................. APPENDIX A .................................................................................................... California Department of Water Resources Review Sheets ......................... APPENDIX B ............................................................ Public Hearing Notices ........................................ 2005 Urban Waler Management Plan .............................................7-4 .............................................7-8 .............................................7-8 .............................................7-9 ERROR! BOOKMARK NOT DEFINED. ............Error! Bookmark not defined. .ERROR! BOOKMARK NOT DEFINED. ..............Error! Bookmark not defined. APPENDIX C ..................................................................................... ............... ERROR! BOOKMARK NOT DEFINED. Emergency Interconnection Agreement (July 1, 2002) ................ ............................ Error! Bookmark not defined. Not Included ................................................................................. .............................................................................. APPENDIX D ..................................................................................... ............... ERROR! BOOKMARK NOT DEFINED. California Department of Water Resources Bulletin 116 .............. ............................ Error! Bookmark not defined. APPENDIX E .................................................................................................... ERROR! BOOKMARK NOT DEFINED. Water Shortage Emergency Plan ............................................................................. Error! Bookmark not defined. APPENDIX F ..................................................................................................... ERROR! BOOKMARK NOT DEFINED. Demand Management Measure Economic Analysis ................................................ Error! Bookmark not defined. APPENDIX G ....................................................................................................ERROR! BOOKMARK NOT DEFINED. Resolution to Adopt the Urban Water Management Plan ......................................... Error! Bookmark not defined, Formatted: rlypedmk, Font APPENDIX H (Defauk) Arial Narrow, 11 pt Response to Comments .................... H REFERENCES ..................................................................................................................................................... REF-1 iv OFPT ro~ -e+rew pury05B'a o~ry S:AU~DOCS~]!WeIBtlUWMmpJI tloc Table of Contents LIST OF FIGURES 2005 Urban Water Manaoement Plan Figure 2-1. City of Ukiah Map ................................................................................................................. ..............2-3 Figure 2-2. City of Ukiah Sphere of Influence Map (Map provided by Wagner and Bosignore) ............. ..............2-4 Figure 2-3. Ranney Collector Site .......................................................................................................... ..............2-7 Figure 4-i. Ukiah Wastewater Treatment Plant Service Area ................................................................ ..............4-2 Figure 4-2. City of Ukiah Wastewater Treatment Plant .......................................................................... ..............4-4 LIST OF TABLES ES-1. Summary of Economic Analysis Results (DWR Table 16) ..................................................... .......................6 Table 1-1. Coordination with Appropriate Agencies (DWR Table 1) ................................................ ....................1-3 Table 2-1 a . Climate (DWR Table 3)' ................................................................................................ ....................2-5 Table 2-1 b . Climate Continued (DWR Table 3)' .............................................................................. ....................2-5 Table 3-1. Groundwater Pumping Rights-AFY (DWR Table 5) ..................................................... ....................3-4 Table 3-2. Amount of Groundwater Pumped -AFY (DWR Table 6) ................................................ ....................3-4 Table 3-3. Amount of Groundwater Projected to be Pumped -AFY (DWR Table 7) ........................ ....................3-4 Table 3-4. Opportunities for Desalinated Water (DWR Table 18) .................................................... ....................3-5 Table 3-5. Transfer and Exchange Opportunities -AFY (DWR Table 11) ................._..................... ....................3-6 Table 3-6. Future Water Supply Projects (DWR Table 17) ............................................................... ....................3-7 Table 3-7. Current and Planned Water Supplies -AFY (DWR Table 4) ........................................... ....................3-7 Table 3-6. Projected Normal Water Supply-AFY (DWR Table 40) ................................................ ....................3-7 Table 3-9. Basis of Water Vear Data (DWR Table 9) ....................................................................... ....................3-8 Table 3-10 . Supply Reliability -AFY (DWR Table 8) ........................................................................ ....................3-9 Table 3-11 . Description of the Factors in Inconsistency of Supply (DWR Table 10) ........................ ....................3-9 Table 3-12 . Wholesaler Identified & Quantified the Existing and Planned Sources of Water-AFY ( DWR Table 20)3-10 Table 3-13 . Wholesale Supply Reliability - Percent of Normal AFY (DWR Table 21) ...................... ..................3-10 Table 3-14 . Factors Resulting in Inconsistency of Wholesaler's Supply (DWR Table 22) ................ ..................3-10 Table 3-15. Current & Projected Water Supply Changes due to Water Quality -Percentage (DWR Table 39) 3-11 Table 3-16. Three-Year Estimated Minimum Water Supply - AF Year (DWR Table 24) ................... .................3-12 Table 3-17. Water Supply Shortage Stages and Conditions (DWR Table 23) .................................. .................3-13 Table 3-18. Consumption Reduction Methods (DWR Table 27) ....................................................... .................3-13 Table 3-19. Mandatory Prohibitions (DWR Table 26) ........................................................................ .................3-14 Table 3-20. Penalties and Charges (DWR Table 28) ........................................................................ .................3-15 Table 3-21. Water Use Monitoring Mechanisms (DWR Table 31) ..................................................... .................3-15 Table 3-22. Proposed Measures to Overcome Revenue Impacts (DWR Table 29) .......................... .................3-16 Table 3-23. Proposed Measures to Overcome Expenditure Impacts (DWR Table 30) ..................... .................3-16 Table 3-24. Preparation Actions for a Catastrophe (DWR Table 25) ............................................... .................3-16 Table 4-1. Participating Agencies (DWR Table 32) ........................................................................... ...................4-1 Table 4-2. Wastewater Collection and Treatment -AFY (DWR Table 33) ....................................... ...................4-4 Table 4-3. Disposal of Wastewater (non-recycled) -AFY (DWR Table 34) ...................................._ _.................4-4 oenrr m~ re~~a~+o~moses orry. s w.o~rsarwaNnuwmPio-~i anc Table of Contents 2005 Urban Water Management Plan Table 4-4. Recycled Water Uses -Actual and Potential (AFY) (DWR Table 35) ........................................ ........ .4-5 Table 4-5. Projected Future Use of Recycled Water in Service Area - AF Year (DWR Table 36) .............. ........ .4-6 Table 4-6. Recycled Water Use - 2000 Projection Compared with 2005 Actual -AFY (DWR Table 37).. ........ .4-6 Table 4-7. Methods to Encourage Recycled Water Use (DWR Table 38) ................................................... ........ .4-7 Table 5-1. Population -Current and Projected (DWR Table 2) .................................................................. ........ .5-2 Table 5-2. Average People Per Connection ................................................................................................ ........ .5-2 Table 5-3. Average Demand Per Connection (AFY/connection) ................................................................. ........ .5-3 Table 5-4. Past, Current and Projected Water Deliveries (DWR Table 12) ................................................. ........ .5-3 Table 5-5. Sales to Other Agencies - AF Year (DWR Table 13) ................................................................. ........ .5-4 Table 5-6. Agency demand provided to wholesaler suppliers (DWR Table 19) .......................................... ........ .5-4 Table 5-7. Additional Water Uses and Losses -AFY (DWR Table 14) ....................................................... ........ .5-4 Table 5-8. Total Water Use -AFY (DWR Table 15) .................................................................................... ........ .5-5 Table 6-1. Projected Normal Water Supply - AF Year (DWR Table 40) ..................................................... ........ .6-1 Table 6-2. Projected Normal Water Demand-AF Year (DWR Table 41) ..........................._..................... ....... ..6-1 Table 6-3. Projected Supply and Demand Comparison - AF Year (DWR Table 42) .................................. _..... ..6-1 Table 6-4. Projected Single Dry Year Water Demand - AF Year (DWR Table 45) ..................................... ....... ..6-2 Table 6-5. Projected Supply and Demand Comparison During Multiple Dry Year Period Ending in 2010 - AF Year (DWR Table 48) ............................................................................................................ ....... ..6-2 Table 6-6. Projected Supply and Demand Comparison During Multiple Dry Year Period Ending in 2015 - AF Year (DWR Table 51) ............................................................................................................ ....... ..6-3 Table fi-7. Projected Supply and Demand Comparison During Multiple Dry Year Period Ending in 2020 - AF Year (DWR Table 54) ............................................................................................................ ....... ..6-3 Table 6-8. Projected Supply and Demand Comparison During Multiple Dry Year Period Ending in 2025 - AF Year (DWR Table 57) ........................................................................................................... ........ ..6-3 Table 6-9. Projected Supply antl Demand Comparison During Multiple Dry Year Period Ending in 2030 - AF Year (DWR Table 60) ........................................................................................................... ........ ..6-3 Table 7-1. Water Conservation Demand Management Measures ............................................................. ........ ..7-1 Table 7-2. Definition of Terms Used in the Economic Analysis .................................................................. ....._. ..7-2 Table 7-3. Ciry of Ukiah Water Utility -Proposed Water Rates 2004/05 - 2008/09 ................................... ........ ..7-4 Table 7-4. Summary of Economic Analysis Results (DWR Table 16) ........................................................ ........ ..7-8 ~r oaecr ion ~swswpurposos orry. $:LL~~noaOTWalerAUWMP1031 ou: Table of Contents LIST OF ACRONYMS 2005 Urban Water Management Plan Act Urban Water Management Planning Act ADWF average dry weather flow AF acre-feet AFY acre-feet per year AVJT advanced wastewater treatment AWWA American Water Works Association Basin Plan Water Duality Control Plan for North Coast Region cls cubic feet per secontl CII commercial, industrial, and instiNlional CIMIS Califomia IrrigaGOn Management Information System City City of Ukiah, California County Mendocino County CUWCC California Urban Water Conservation Council CWD County Water District DHS California Department of Health Services EBRR East Branch Russian River FERC Federal Energy Regularory Commission Flootl Control District or District Mendocino County Russian River Flood Gonirol and Water Conservation Improvement District FWR Filteretl Water Reservar DMM Demand Management Measure Dr Drive DWR California Department of Water Resources e.g. far example EIR Environmental Impact Report Etc. ecetera E7o evapotranspiration Forks West antl Easl Forks of the Russian River gpm gallons per minute HSP High Service Pumps k thousand Lake Lake Mendocino Ib/day pounds per tlay MCL maximum contaminant levels mg million gallons mgd million gallons per tlay MOU Memorantlum of Understanding MSL mean sea level N/A Nol Applicable Notification Plan Water Duality Emergency Notification Plan NPDES National Pollutant Discharge Elimination System Na. Number PG&E Pacific Gas and Electric ponds evaporation/percolation ponds Prof Project Regional water Board Nonh Coast Regional Water Duality Control Board vll ogncT iw r ow p~yosrs anry S'UDO.a1P':Wa~er1UWMPtq~1 tloc Table of Contents _____________ _ 20051Jrban Water Management Plan river Russian River Sta. Station SCADA Supervisory Con[rol antl Da[a Aquisition State State of California State Water Boartl or SWRCB State Water Resources Control Boartl ULFT Ultra Low Flush Toilets UVSD Ukiah Valley Sanitation District UWMP Urban Water Management Plan WTP water treatment plant WWTP wastewater treatment plant vlll onnFT mr rc,~_w o~mos9. ~>niv. a_:w~.DaaoTwe~sruwvFicai oa; CITY OF UK!AH URBAN WATER MANAGEMENT PLAN EXECUTIVE SUMMARY 'Phis 2005 Urban Avlatcr Management Plan (UWMP) Eor [hc City of Ukiah (Ciryj, California is an update tr> the CW'v1P aduptad by [he City Council in 2002. The UWMP is prepared in compliance with the Urban Wa[cr Management Planning Act (CaG&rrnia lC~ater Code Division 6, Par[ 2.6, Sections 10610 through 10657), 'Phis uet requires that all urban water s'upplicrs providing water fur municipal purposes to mom than 3000 customch ur supplying more dean 3000 acre-feet annually prepare an UW~4P update every five wars. "Phc goal of the UWMP is to assure drat every effort is made [o provide the nppropria[e Ievcl of rcliabiliq~ in water seeviec to meet nc~ needs of [hc varium~ customers during normal, dry, and multiple dry' 1'can. 'Chc LAG'RIP documents the City's planning achvihes for [he next 25-years to ensure that this goal is met. "I'hc U W A-0P is submitted [o [he California Dcpartnaov of Water Resources (DIX'K) for general compliance with nc~ Urban Water Management Planning i\a. 'fhc following sections peovidc a summnw of this UW'ti1P. Water System Chapters 2 and 3 of the UAC'MP present a dcsecipbnn oFthc City's cxisdng water supply and treatment fndGrics, water rights, and distribution svs tem. Watnr supply is defined as the amount of writer available from a source or combination of sources (c.g., srreams, rivers, ponds, lakes, groundwater, etc) for use by a water purvccor. Water supplies from the Russian Rivue and its undcrflow arc subject to the S[a[c Wntcr Resources (;ontrol Ruard 1SWRCR ur Srutc Water Ruard mquircments uudincd in the City°'s wafer right pcrmi[ A water right permit u[ license peovidcs [hc Icgal cntidcmcnt to divert water from a defined channel by a user from a specified source ;water supply) fur a beneficial, non-was[efitl, use. 'fhe pcrmi[ or license spells out die point of diversion, place of use, purpose of use, the amount or rate of water that om be diverted, and the rime allowed tar putting water diverted under nc~ pcrmi[ ro beneficial use. Sources, such as percolating groundwater, that arc no[ from [he Russian River or its undcrfow, Ju not rcyuirc a permit or liccmc issued 6y the State Water Ruard. In this plan refemnces m "groundwatet" will include both percolating groundwater which does not rcyuirc an appropriarivc water rights permit from [hc Water Roard and groundwater Flowing in a definite channel, which dues require a pemmit. References m "percolating groundwato" will unlc refer to groundwater nut requiring a permit References at °undcrflow° will refer to grcoundwa[er flowing in a definite channel that does nyuim a permit J ust as a water right pcrmi[ or liccmc mstricts nc~ amount of water available fur use, pumping and trca [merit capaeih- can also limit the amount of water that can be diverted from a water supple- Pumping rapacitc i the amount of wamr [he Ci[v can physically dives using its diversion works (welh, pumps, str>rage ranks, etc) under its water right pcrmi[ or from nompermitted sources such as perurladng groundwater ur water subject to pre-197 J water rights. The pumping capacity Lc dependent on the pump flow rating and ayuitcr yield. 'I'hc water treatment and its capacty arc regulated by [he strict reyuvcmcn[s of [he California Departmcn[ of I Icalth Services (UI IS). Water Supply. 'fhe Cin- obtains its water supple from the undcrflow oEthe Russian River (surface water) and uric percolating groundwater well. "I'hc pumping sources for the distribution sestcm consist uEa Rannny collector and two wills (IX'clls 3 and 5), which arc considered undcrflow uE the Kussian River rind subject to the rcyuiamcnn of the watcc right pcrmi[, and one percolating groundwater well (Well 4). ES-1 DIWFI IO~mnew puryamsanN S!UDOaO"~Wa~ef~UWMPlp31 tloc Executive Summary ___ _ __ 2005 Urban Water Management Plan Wills 1, ~, and 6 arc nu longer used be [he City. Well 1 has been our ut service sinew the 1970'x. Wells 2 and 6 (Wamr from Wdl G was pumped into Wdl 2) were removed from the City's lams[ domestic water mpply parmi[ and may nu longer be used as a source of xupply. Wells 2 and 6 had a, 6c taken out of scrvicu during construction of the new IS million gallon dcarwdl For [he Water Trcamrem Plant. if a wares suppl} well is removed from service fix more than a year, i[ must comply with Curren[ UI IS standard... The cost m rehabilitate dm wills ro meet DI IS s[andards, which would rnyuire installation ofan annular seal and electrical upgrades make it economically in Feasible to return these wills to service "Chc pumping capacity of Wells 2/6 is only i0 gallons pee minute (gym), f•:ven though it is not cost effective to rehabilitate Wells?./6 for [hc City's water supply, Wdl 6 could be used in its present condition m irci},rn[e [hc adjacent sokbatl complex fields, whidt would reduce the pu[ablc water axed for irrigation. 'Ihe Itanncy collccrur, which provides [he source of water for the water meatmrnt plant (W'CP), has an existing pumping aq>oatp of 3,400 gym ur 4.8 million },*ahuns per day (mgd). "fhv available capacity of the Rarmcy collector is significantly Iesx [han the designed eapaeiry of 13 mgd, whidt is equal to [he Cin''s water right 'Phc maximum capaaty ob[aincd from the Hanney collector was 9 mgd, well below its design capacity. 'fbe Ranncv collector has stcadJv declined from 9 mgd [o its current capacity of 4.8 mgd. 'fhe signifemt loss in capacity of the Itanmy collector may be a result of changes in the Russian lZiver channel moving away funn Ranncv collector and die compaction of days and silts in [hc riverbed over the Banncy u9leetrsr. .Another concern c the 1lannec can only 6c usud approximatcly xis months a year during the drier weathee months- During [hc rainy months, [he turbidity in rite Russian River increases, which incYCases dm turbidity of [he water in the Ranncv collecnn. 'Chc Microfloc contact darifiattiun-filtration uni[s luca[ed at the W'fP canmrt be operated cfficicndy under high turbidity nmditions. It is nor possible to rely on [hc Banncy co0ectoe as a water supply source during the winror whrn the turbidin~ of the Russian River is high. Will 3 has a pumping capacin' of 650 €Tm- 1[ is available Fur use throughout the year. Well ~ has a pumping capacity of 800 gym. I t is available fur use throughou[ ds year. Well 5 has a pumping eapaeiry of300 gym. Well 5 ~ Inramd near nc~ Banncy collcctuc Whcn the Ranncv collector and Wcll i arc used n[ the same time, [he pumping capacity oEWdl 5 is reducud because it ix within die cone of wa[cr draw down depression of the Banncy collector. ~Aku, Will 5, hkc ds ltanncy collector, can be affected bV high turbidity in the Russian Kivcr. 'I~hcrcforc, Wdl 5 is used during [hc winter when the ILanney collector is not used. "1'hc total pumping capacity of [hc City's watc`< sysem during the dry months is approximatcly 4,850 gym or 698 mgd. bfost of this water (3,400 gym) is provided by [he Ranncv collccrur. 'Chc tppirnl peak day water domand during the dry months i~ approximatcly G mgd and the peak water dsmand has bern as high as 7.G77 mgd (SummcY 2000). If the Kannev collector was lost, WeIL i would be operated, but it only has a pumping capacin of 300 t,~m. "1'he City dues nor have tha redundant pumping capaaty to mee[ peak demands without ds Knnnec collccrur in service Uuring nc~ ruim~ months, when the Ranncv collector can nut be used because of rite high nnbidity~, ds pumping expadty is approsintatdy L,750 },>Pm or 252 mgd The typical peak dap water demand during [he rainy-months is 2 mgd. "l'hc loss of any pumping capueitc during the winter months pu[s the City in a difficult position to meet peak water demands- Drought conditions also affect the pumping capacity of the water supply system, especially the surface water supplies. "Chc City is evaluating [hc addition of two groundwater wells to increase die water supply nail provide rdiabiliry and redundancy to ds water suppl}' system. "fhe Potter Valley project diveesion Ernm [he P.cl River watershed to du Russian River watershed by Pacific Gas and I(lectncal (I'G&1:) has reeendv been reduced by an estima[ed 2G percent ro 33 percent "lhis diversion has 6ecn ongoing for almost 100 years with agciculmral, municipal, and commeruel economies' rching un this divcrson. A preliminary analysis was conducted to Jc[crminc the effect reductions in dew ES-2 oanFr mr rev ex w~wsss o~ao- s-.t^o~wo~~.waicsuwuPio-si noc Executive Summary 2005 Urban Water Management Plan would have on Lako hlendudno, the 12ussian lZ1veY~ and the City's water supply. 'hhc results of [tic preliminary analysis .how that sufficient water supply is available n. mmt dm City's current and projected water demand over the next twcnn~ years and that increased diversions by nc~ City will only have minor effects on I,akc ~Mcndoeinu. 'fhc City is exploring opportumncs with other ain:nde_s to develop ~a more accurate nxnpu[er model to predict the impact of reduced ISeI Rivet diversions un water users. As new information becomes available, nc~ UW'.UiP should 6c revised as necessary. 'Phe entire analysis ha the I?cl River diversions is located at ds end of Chap[ur 3. , DelMed 'Ln4 analysiv i. based on a continuation of diversion. from nc~ I Scl River at [he rduccd nm and amtinr ing rclcas ~ &o lake Aic doci o [ha[ at Icas[ eo ~ I ~ i[h [tic inimum dow re uiremcmts in Water Board Deci ion 1610. If the Gel River diversion is further curtailed in the future ur it Decision 1610 and the operation of ],tike Mendocino is sipnifielndy chanYCd in [he Eu[ure ldditional an~ilysis of chose changes' would be reuuixed. "fhc Ci[ds water sunoly could be sienificnndv affected by such chanvcs. Water Treatment Facilities. In 1993, the Ciq~ amstmctcd a water treatment facilirv for water from the Rannev collector. "fhc water treannen[ plan[ is regulated by the DI IS. DV IS promulgates re}¢ilations for public water supply s}'stems, including primap~ drinking water standards. "fhc wamr [reatmcut Eaeilirq has a capaciR' [n [rear up to 6 mgd. I Iowever, because the Ramtcy collector system capacity is only 4.8 min], the water treatment plant capacity- is limited a, 4.8 mgd. sAs mentioned earlier, the water treatment plant is umlc operated during [tic dn' months when the mrbidiry is low. It is no[ feasible to operate the water treatment plant during period; of raim~ weather when the turbidity of water in the Russian River is high- Modifications to nc~ water treatment Eucilitl' were completed in 2006. 'fhc improvements included a 3 mgd Mierofloe contact clarification-filtration unit. The purpose of the improvements was to increase reliabiliq~ and provide redundancy at the water treatment plane 'fhc water tma[mcnt plant is desi};ncd to czpand to treat another 3 mgd with the addition of a fourth Micmfluc unit. Water Rights. Under in pemtit (Water Right Permit 12952;, nc~ City has' [tic right [o diver[ 20 cubic Ecer per second (ds ,which produces a theoretical maximum of approximately 14,480 AI' oFwater annually, but sec §3.10, Page 3-18, where it is es[imand [ha[ at [tic City's permitted diversion rate of 20 cfs and a peak water use in the month uE ~ uly, dm City would actually ase approximate]}' 8,400 .ARannually-, when i[ hrs[ puts its fill pemtitted en[idemen[ m beneficial use iAppmximatch- 2,027 ;AI~ of wah-e divcned by [tic City is rcatgnucd by the State Water Board as' a Pre-1949 iipprrpriativc Right'Phe water tights in the Russian River below Lakc Mcndodno arc divided between pre- and post-1949 because that is the pry that [tic California State Department of I~inancc filed an application to appropriate water from nc~ h.aet I4xk of the Kussian River for [tic Coyu[c Dam, i,akc Mendocino Prujcet' Whcn the S[atc Water Guard approved [tic permits for lake Mendocino Project Water, it dedazcd that those rg;hts would be junior rn water being used by other apprupriatun om and prior to 1949. 'fhc date when an application to appmpnate water is filed with the State tX'a[er Board is important, because in a scar when there is not enough water to satisfy the Full amount of water authorircd for appropriatioq an earlier fling date has priority over n later filing date '1'hcrc is also a preference for municipal uses over other uses. 'fhc Cites Water ]tight Permit has been assilmcd number 12952 and has a prioritt~ date of 1954. teach water righn permit issued by nc~ State Wamr Board gives' the permitter a set amount of time to actually use the water audtonrcd fur diversion under ehc permix. "I'hc City was onphnally issued the permit in 1961 and the City had 10 wars [o put [tic full amount of water [o bcncEeial use. "that time has been extended several times. 'Chc latest cxtrns'ion gave the City until December 31, 2000. Prior to that date, Ste City filed another ' "fhc City or its prod«essur in intacst has been mpplyimg water to iL residomt. since the laeor I800's. "nc~ City has pre- 1914 aster nyh cs, the full extent of which has not horn arodasn'dy dc[crmincd. ES-9 orwsr io-~amow p~.vosao~~h S!N-oGO~AWTIeI~UWMPop31 tloc Executive Summary 2005 Urban Water Management Plan Petition 6a I?xtension of 'Cline m put the water to beneficial use. 1'hc most recent request ask. n, extend the rime to 2015. "Chat petition is pending 6cforc the Sate Water Board. "Phe Cin' has also petitioned nc~ Stoic Water &tazd to include Wdl 5 in the permit The Ciq~ is legally entitled to continue putting water available under the pevnit to beneficial use, pending State Water Board's action nn the City's petition Fur a time extension. The City also has a anrtraaual agreement with the llendocimr County Russian River Flood Control and Water Conservation Improvement llisttic[ Q9ood Control District) to purchase up to 800 iU~ of water annually. "1'he Plood Conteol llisttic[ can only terminate the contract with flue wars prior notice to the Cirr. Water Distribution System. 'Chc water dLaeibution system arnsisn of surface water well pumping, percolating groundwater well pumping, water trcatmcn[ plan[ high service pumping stutiuq siont},c rtscrv-oin, and piping n. and widrin [he water distnbutiun system. iA&cr chlorination, surface water Wells 3 and 5 arc pumped direcrk into the distrihuton system. lX'dl 1, following chlorinatioq also pumps directly into the water distribution ststem. 'fhc high sc7vicc pumps arc located a[ the watt-t treatment plant and take stored treated water and pump i[ inn [he want distribution sysem. 'Chc City has eight reservoirs 'Chc combined storage capacity of the resrnoirs is 6.1 million gallons !I S] 11'). The storage provides shot[ term treated water storage to be used on a daily basis and for emergency situations such as fire fighting. It i+ not recognized es a waicr supply source Water Use. Based on the average water use from 2000 through 2006, the Cin~ uses appn~ximatdy 1,000 .U~ of wn[cr annually. Reliability. 'Co evaluate the reliability of the svstem, a fouo-ycar drought that would vidd 8,400 N'Y of water supply on an annual bans was analyzed as [he wont case secnado. "Phis value is based on [hc analysis in Settion 3.10 Depending on Russian River conditions, reduction from [he Rrt[et Valley Project diversions, and water releases from lake Mendocino, and future groundwater pumping capacity added to the system, short term water pumping capacity is a concern. BoreAov the immlyri.r, the Cd)~ Gaa ru~rsent mater ngGtr miA»mirr ,rupp)• / rd. a/ liner, rri~~ tm! Gate ruffiaesl~umpnrg enpaaly to xr~eet beak rla}' ~zmanAr. Recycled Water Chapter 4 discusses reeyded water opportunities for [he Ciry's Wastewater "I'rcatment Plan[ (yC/~'"PI'). 'Phe ~C'W'I'P serves the Ciq~ of Ukiah and nc~ Ukiah V'allcy Sanitation District. "l'hc City has set a goal to tlcvdop a Water Aecvding Masmr Plan to investigate dte economic teasibility of ren~ded water in [he Cite and Ukiah V'allec. The potential yuantitt of req~ded water from the yXn~'IP could be 5,707 i1P annually in 2030. Using all the rco~dcd water from [he WW"l'P would rcyuire both publicly and privately-owned facilirics. I Iowever, barrica could limit the fcasibilih~ of a tccydcd water program fur pnvatdy-owned Eacfiitics. Based un discussion wide local fatmen and [he agneultutat industry, the perception is that the billowing barriers exist in the Ukiah area: L Seasonal needs for water Jocs not ncccs'sarily mrccspond widr times when rcn~dcd water is nos[ available, thus reyuiring additional storage faeditic~. 2 14rz organic fanners, the thought is that use of tccydcd water would remove the organic ccrtificttion from their products. 3. Private water user who may believe [hey potenualk could lose their existing water rights if they use tccydcd water. 1. I?xisring water supplies appear m be sufficient [o meet [hair Heals. 5. 1[ is no[ cos[ cffeetivo to use tccydcd water without subsidizing the [ecyde water program. "fe. fully implement a water reevde program, these barrters will need ru be addressed through public education programs. E54 DRgFT to;'m ew puNOSes Dory. SAU~~csp]IWalerIUWMP10.J1 Do[ Executive Summary 2005 Urban Water Management Plan Historical and Projected Water Use Chapter 5 discusses the historical and projected water use Eor the City. Water ScYnand projections psrvidc the basis for Eumm water faciliiics. [ lisrorically, the City has cxpcdenccd .'.low population growth and this trend is expected to continue An annual population growth ram of I percent was assumed Eot the City. 13ased on u t percent population growth rate, the City will reach abuild-out population of 17,992 in 2015. "hhis corresponds to a water use of 4,592 A P annually. Rased on estimates provided by the Ciq~, a cough estimate of unuemm~eed f a water (e.g., water in die sysem that is un-metered wnmr use such as Etre protection and twining, system and steeet flushing, sewer cleaning, eonstruaioq system Icdcs, unauthorized anmecuons, and meter ittaecuraeics is 138 ;AP (three percent unaccounted fur water loss. 'I-here Fora the total projeered water demand within the presant Cih' limits is 4,730 AP. The Cites cu[[endy approved sphere of influence includes the entire Ukiah VaRcy from Butler I [ill Road [o I Iighway 20 to the noah and ..oath and ridge top to ridge top on the cast and west In 1995, the Cih Gcncral Plan included a section which designated a much smaller sphere of influence as depicted in purple tin higuro ~.2. "the Citv~no[~licd v. [he Local :Agcncc Formation Commission (Lr1PC0) nr approve jhLs smaller sphurc of inFlucne ~ but it is the ro oscd sphere officially adopted in [hc 1995 Gcncral Ylan- "fhc cnvitonm •ntal im acis of indudin this arc within h ~ Cit ''. s hcu of influcncc~ crc amsidcrcd in [hc cmironmcntal reviewed completed and certifted. when the 1995 General Plan was adopted. "hhc Ci[)- has~lam to annex land within its sphere of influence within eho nczt 20 ware. Rot these rrarons' rh~nlanning arct for this plan includes Jhe sphere of influence described in die ;i[v's Genend Plnn. ado~d in 19r 5- Por n,><rnose. of this Plan yr iula[ion cstimams du not ind uric current water users and evaluate fumrc dcm~md based on nfccred xr rulatiun increases within this sphere of inEluunec ma.. ~Phc u elation wthin the sphere of influence is expected to inercese by 2 503 based on the ~TSSUmption thTt the land uses in the~995 Gcncral PL1n will oohed to [hc areas served b~~ the Citys water system- "this assomgtlon ar}s~ from the f-nctthatthe (_ir~~ w{lI notaarve th<sc areas unless the}! anocxfnhr the Cin- At that jime the Cite rather than the County land use designations will ~i h-. Ondcr the 7995 Gcncral Plan. Eor cxnm lc the Innd u:c de: i ~n-yio for th ~ AGtm ire x r xxt ~ i~ i d sttial 1'h ~ I over' 1 tie ro cr[v i dcei m: tad fi c mixed t m bt t for 1»>oses~f this platti the 1sst~[iun was made [61t rite mixed t su would amply, yr agrieul[ural uses onlr~.. :At 2.86 people per connection, which is the average number of people per connection Ear rite Cin~, [he total nrtmber of umnccflous for a populnrion uf2503 is 875. "I'he Cites average water use per connection is 0.73 VIfY. Using this same overage water use fur the eunneetions within nc~ sphere of inElucnec, the water use is 639:AII}'. including the 3 percent unaccounted for water loss, this value increases n. 658 .VyY. 'the total water me fur the City, including rite Citv,'s sphere of influence, is 5,388 acre-feet per year (A I'~. "I'hc Cites demand falls below 8,400 ;V ~}' through 2030- I Iowever, a[ times, [he City has a difEcolt time meeting demands, especially peak demands during extended periods of hot weather or drought amditiom~. 'I'hc reason the City's water system cannot moot [he peak water demands during these periods is because the pumping capauty of the existing Itanney collector, surface water wclLs, and groundwater well is limimd. The Cir}• has increased storage capacity in the water distribution system that helps with short term emergency capacity. I lowever, lll IS does not classify the (;ity's waicr storage capacity as a water supply. 'I'o increase the pumping capauty to provide. a more rclia6le and redundant water supply, the City i conducting a groundwater well siring studs to increase groundwater well production b}' 1,500 t,~m 'these vnprovements will help rite City meet it peak demands. ES-S Deleted: dal Deleted: apple Deleted: door Formatted: Not Highlight Deleted:. Slnvc maandv.a subu of Deletetl: czar Coundl ~na.dm a .nbasmmirzcc of rhv ~Icvd.,nno Cnunrt i Board nESupcrcrsar, m dwcu, a prsablc ..hxnng ngrcv rvr ba urthc Cir and the C~,umv. -Hiem drscusnwm ' pn„toeed an airemnflre Deleted: which Deleted: sn~ne area. rn d,e north nv Deletetl: 1995 ray c;enral Plan 'ore cry w~~edtan. arwnx I_trco appr,r.al [or a reduced ephac of u~flnence, whmh ¢ynia an amcndmav co rLa C~r`'e t~rnaal Plan- { Deleted: desi~ uv, ~ha area whsL r6c err -esPee~ea r.~ ann,_~. r-..r ro;;,~ UCSIP. Deleted: C¢s hvs included only the 1995 sphs.c of inauevice as shown in I~igure 32, whin, Deleted: Crty nut-tick xppr.,.nl e,rmml . rhnr it Deleted: land u,ndn Deleted: a.ea.~iddn d,e ne.r'n rent,. Rfl - I pl "'h tit nFlu~mc- f ha av~rrlsphorc of inFluenud ~ ^n,ay Be dear me e~~~..,n reeei.~e nppmvul fora mnalla ephcm of inFlucncc n<I dear it Deleted: not anncr all ni rh<. xna Thic etratr ahn tied dot rh<wwr<r nneennn~ w~~ni,r ar<:i,hrr ~r rnm~en< mvd by Formatted: Not Highlight Deleted: and enreendr.<r.ed by arlld..,, a~,d trdl~w cn~~nry tc.r« otiM Formatted: Not Highlight Deleted: continue m be saed by ehese dieMcm The popnlnunn whhin dm sphcm of ivfluenee n espaaud n a be ~ ios oanrt mr rewew puvases anry samone~wrwm=nuwnnsroal me Executive Summary 2005 Urban Water Management Plan The Ciy's wamr right includes Pre-1949 and Post-1939 water rights. 'Phe Pre-19#9 Appropriative mater right of 2 027 iAP annually is senior to Project VC-'stet (water stored in Lake Mendoeirnr, sec X2.3.3.3). phis water right is rcatgrwed by the State Water Board'- 'Chc Post-1949 :APpropriative Water Right has a 1954 Priorin~ date and is senior [o -mbscyucn[ appropriators Water Supply Versus Demand Comparison Chapter 6 provides a mmparisun of pn~jcetcd water supplies versus demand. I[also discusses wetce shortage expectations 'Phe water use, including the City's sphere of influence, will be approximardp 5,369 [U~Y' compared [0 8,400 AhY of wares supply expected during amulti-year drought- 'Phe 8,400 ,AI~'1" of water supply is based on the Cites water right- "Phis analysis shows that during severe drought conditions, the Cin~ has sufficient water supply based on its water right. ;1lrhough not likely, if the Sta[c Water Board denies [he City's petition to extend the time [o put wat<7 authodzcd by its permit to beneficial use, the Ciq~ would have to find other methods to meet water demands. 'I'hcsc methods could include use of recycled water, gmater water conscrvatioq and use of groundwater wells. Demand Management Practices Chuptcr 7 discusses water armcrvation and demand management pmaiecs. 'Phis chapter presents a description of [hc Citys water amscn°a[iun program. Included in the discussion is an economic analysis of water conservation Demand Vlanagcmcnt IV[casures (DM~is) For Di~lh1 1, 3, 6, and 14. It is likely that previous and ongoing conservation measures have rasulted in water saving in [he range of approximately 2 to 5 percent of focal water production. 'Phe water savings already achieved by existing conservation measures will have some impact on the City's ability to further reduce demand. Nevertheless, the City anticipates achieving additional water savings b}' further implcmcn[atiun of D~1Ms in the future Of the four DA-iMs analyzed, only three appear to be cost effective Fur the City. DA1Ms 1, 2, and 1-0 should be evaluated in the fumrc to assess if the City has the capital to vnplcmcn[ [hem. "fable P.S-1 summarires the results from the economic analysis. Simpb Dlaeountad Net Preaem ToW ToW BawM/ Payback CatlWeter Valw/Water BMP INNarrMtl Water Bevel Cat Analysts Saves Savetl No. BMP Name Cat(S) (Bas-f88Q RBNo (ywa) (yeCrbtaat) (j/ecfe•hN) Water Survey Programs Icr 1 Single-family Residential and 27 924 104 1.3 10 268 88 Multi-family Residential Customers 2 Residential Plumbing Retrofit 47,887 229 3.4 4 209 455 6 High-efficiency Washing 32 557 24 0.4 47 1 356 -778 Machine Rehate Programs , , 14 Residential ULFT 409 099 1 932 2.9 7 212 407 Replacement Programs , , '- rls proriously noted the City aLeo has pre-1)14 water rights that pre-dated the bC^xcer Cummlcsion Act. the Eull extent uF dmm righ rs has not boor auslusn'dy dotcrmined. ES-6 DRAFT to^enew puryasas Dory. $:':U~~ousp~IWa~eaUWMP~0.31 tloc Executive Summary 2005 Urban Water Management Plan ES7 oanFr m. ~~~~ow u~m~os omy. sau.oo~so~~wei=auwmaioai ow CITY OF UKIAH URBAN WATER MANAGEMENT PLAN 1. INTRODUCTION This ehap[er provides an overview of the Urban Waict Mnnagemrnt Plao (UWMP), discussion of previous reports, the City's policy on public partieipatioq and eoordina[ion efforts' with other agencies'. "I'ahle I-1 summarizes' the coordination with other agencies. 1.1 Purpose "Che purpose of thu~ UWb[P is ro ensure efhcicnt use and promote anv ervahon of urban water supplies within the Cip~ of Ukiah (City), California. 'Phe UWMP describes the avuilabiliq~ of water and discusses water use, reclamation, and water conservaCion activitic. 1.2 Urban Water Management Planning Act Hnnvn and Caldwell prepared this plan fia submission [o [tic California Department of Water Resources {UWK) on behalf of the Ciq~ as myuixed by the Urban Water blartagement Planrting Act (Act, (California Water Code Division 6, Part 2.6, Sections 10610 through IOGi7). Wa[er Codc Section 10630 requires any water supplier [hat provides water to 3,000 or mom uutomers, or that provides over 3,000 acre-Feet of water annually, to prepare an Urban Water ~tanagcmart Plan that eompfics wi[h Wamr Codc Sections 10630 and f showing- Ucban water suppliers aec rcyuiced [o develop wa[cr management pbans to actively pursue the cffieicn[ use of available water supplies m mcc[ the need.. of its various eategoncs of customers during normal, der, and multiple dn- years. -Ihe Act Jeseribes rho eon[en[s of the UWAdP as well as how urban wamc suppliers should adopt and implemen[ [he U W ~I P. It is the intention of the Legnslamre, in enacting the part, cu permit levels of watoc management planning commensurate with the numbers of customers scn-cd 'and the eolumc oFwatcr supplied. I~or case of review, the DAGR Review Sheets aec located in .\ppcndix :\. 1.3 Previous Reports 'Pwo reports and the City and Adcndodno County (County) general plans were used m preparing [his L'\GMP. ;Vsu, Garde Wells and Wagner and Rosignore were anttae[ed. Bartle IX~ells is a consulting 6nn tha[ specialises in financing and Wakmer and Bosignore specialize in water right issues. bsluded in this GIX',A1P is a prdiminarv analysis completed 6v Wagner and Bosignuxc on [tic reduction of Flow in the I?cl River. 'Phu anal}'sis is located at the end of Chapter 3. The reports and information obtained from the consulting [lrms address the waxer supply and demand for fhc City. ~n understanding of the results of ihcsc previous documents provides a broader context For preparing an updated water management plan the following paragraphs provide a summate of the documenn. Water Rate Study and Preliminary Financing Plan, 2005. This financing plan reviews [tic existing rn[c stmctuce and evaluates hnaneing alternatives available to [he City for water system capital improvements. 'Phis financing plan a~commcntds updates to the water utility rate stmcture and connection Fec. Urban Water Management Plan 2002. '1'hc 2002 UWMP was pmpared by 1<cnnedy Icnks, an engineering consulting hem hired by the City [n fulfill 2000 UWMP requirements "Phc main purpos'c of this plan is to analyze the Ci[y's water supply and demand for [he following 25 years during novnal and drought wars "1'hc Plan also summarizes the City s water shortage contingency plan and water mnsen~ation program. 7-7 oancr ion ~e~ew ~woses o~ y. s:~unoco~':wamwwMVio~ai ax 1: Introduction 2005 Urban Water Management Plan City of Ukiah General Plan, 1995. 'phc Cin's General Plan provides the long-term and u~mprehcnsivc policy program Fur all aspects of development, gnnvth, and land use in the Cih- and Ukiah Valley. ~Phe General Tlan addressus seven brand topics called elements that arc tcyuircd by law. 'Phc Cit}•'s General Plan provides guidance to the Planning Commission and City StaEEand is d,c foundation For development and building regulations. Completion of specific project [hat have emanated From the gook, policies, and implemen[a[ion measures contained in [ho Ciry s Gcncral Plan, include the following items: Ukiah .Airport Master Plan and Comprehensive land Usu Plan • Landscaping and Strcetcape Design Guidelines' • Rieyde and Pedestrian Alas [cr Plan _Cummcreial Development Dcsikm Guidelines • Kiversidc Park Master Plan and Phase 1 Development • Stream and Creek Ifnhancement Plans for Gibsoq Oa, and Doulin Creeks County of Mendocino General Plan, 1981. 'I'hc County's Gcncral Ylan identifies ntaent and future needs for Mendocino County in arms wdt as land use, housing, [ransportatiun, public services, enviruumentl quality, nod economic viability. ~1'he Count's Gcncral Plan also is a policy doeumen[ [ha[ embodies [he a>mmunitv's goals and guides decisions about phytienl duvelupmrnt Duce the lung tam, with a sttong 6reus on sus[ainability. The County is currently updating its Gcncral Plan. "1'he upda[ed County of'.Vlemloeino Gcncral Plan is anticipated trr be adopted in 2008. 1.4 Public Participation The City encourages public par[ieiparion in the develupmen[ of i[s UWMP. Copies of the drak UW~IP were made available for public review at [he Cit}° ofhccs, un the City's ofEeial web si[e, and [he Public library. Copi~+ of the draft C W MP were sent to the Local Agency formation Commission, Redwood A'allcp Count U'ater District, Calpclla Cnun[y Water District, Millview County Water District, btendocino County Russian IZiva Igood Control and Water Conservation Improvcmrnt District, Willow Cuuntv Watts District, Ro}rina Warcr Company, Ukiah Chamber of Commcsc, Stcndocuru Gnvimnmen[al Ccnrer, [hc Sonoma Counh- Watcr Agcnet', [he Mendocino County Planning Department, and ~Icndocinu Counev Water ;Agcney. Thu Cit- held a public meetings on 1urrust 15 and September 19,and. a wurkshon on Oetnber 3,~007a: receive comment o the dnk U W ~IPr In rec~onse to mmmen[s from the publie~reneies and the Cin~ Council a f t~i st ff t> ~nre 2n additional revised drtft CyP'MP Ind eon[int ed the Public Ilearinp to V ovember -'06-E ti l ~ ~d~d Fe Eth~OW'~1P ~'{Ect E th~O trb~1~a00~P Eli ll~ ny was given an tcyuircd bylaw, including publication in [he Ukiah Daily Journal. 1.5 Agency Coordination l'ablc 1-1 summarizes [hc efforts the Cite has taken io indudc additional agcndes and citizens in it planning and preparation process of thu UW'hiP. Copies of the draft UWMP were available for public review and comment at the Gty's ofhccs, web site, and [he Public Library. Copies oFthe drak U WMP were also sen[ ro the Local Agenq~ formation Cummis'siun, surrounding water districts, Gkiah Chamber of Commerce, hLcndocino ICnvironmcnml Ccntcr, Mendocno County Water Agency, and Sonoma Counh~ Wa[cr ,lgeney. legal public notices fa City Council adoption hcadngs were published in the Ukiah Uaily ~ournal newspaper and posted at related agencies and City faciG[ies. Copies of the public hearing nnace is included in Appendix R. 7-2 Formattetl: Bullet List 2 Char DelMed: , DelMed: ar,d oeo-,m~~ R]uo7 i„r vl Deleted: or Deleted: poor u, completion nF,b.~ t;ic:~m .,,a .dopt.n b, m,~ Go c~„nod. Nouhcnnon Fuv dm Oaobcr 17, 3ou1 Deleted: et 6ne DFAFT to"pm?w puryos~. only SN DOrsW'~WaNnUWMPt Par tloc 1 Introduction 2005 Urban Water Management Plan r PordNpeted Wn aenl Was seM a In Atbnded Was a copy of notla of Ctredc et Neat one bos devNoping ComrtlmNd public cordactW for the draft inNMion to Not Involved / on eeeh row the pan on the draft meetlnga asalatsrKe plan adopt No IMOmletion OWR x x Ukiah Wastewater Treatment Plant (WWTP) x x General Publie Civic Center Lobby Utilities Building Lobby x x City's Website Public Library Mendocino County Planning Depanment x x Ukiah Utilities % x % x Bartle Wells X x Wagner and Bonsignore x x Local Agency Formation Commission x Redwootl Valley County Water District x Willow County Water DisMd x Millview County Water District x Calpella County Water District % Rogina Water Company x Ukiah Chamber of Commerce x Mendocino Environmental Center x Mendocino County Russian River Flood Control and Water x Conservation Improvement DisMCt Mentlocino County Water Agency x Sonoma County Water Agency x California Water Impact Network x Sman Growth Coalition x Mendocino Employers' Council x oanFTm~~zaPw o~rmaresa~ry. S'woorswrwarenuw~nNioai aoc 1: Inirodudion 2005 Urban Water Management Plan 1.6 ornFt ia~ m~~M, pumo-s~ orvy. sw'.o~~st~nwewnuwvcia-si ax CITY OF UKiAH URBP,N WATER MANAGEMENT PLAN 2. DESCRIPTION OF EXISTING WATER SYSTEM 'this chapter desccibo' the Citys wa[cr v°stem. It contains n deseciption of the seeviee area, its climate, and [hc water supply facilities including surPacc water supply system, gn>undwatec wells, reservoirs, and piping svstcm. 2.1 Description of Service Area 7'hc Cih~ is a gcncrat law cite ina>moratcd in t 576. 'fhc Cih- has been providing reliable, sate drinking water h, Ckiah residen[s since I8N0. "Phe Cit}° was granted a water supph' permit by the 1Jivision of Wamr Resources (a division oFthe Department ufPublic Works) in 1939 [o supply domes[ic water to the Cih' and vicinity. "fhc. permit was mvisal and missucd in 1953, and again in April 1962. Ln 19R7, a remporarv pcnnit was issued to the City that expired un December 1, 1982 A myuircmcnt of the temporary pctmit was to submi[ n report demonstrating tha[ the Citys ILxnncy collector provided effective and reliable trcatmen[ &~r the removal and inactivation of enrerie virtues vnd Gidrd<a htmGlid organisms. The Ciq~ decided not to complete thu report, and instead, derided to eons[mct a venter treatment plant foe use wi[h the Rannev collector. Construttion of the water treatment plant was completed in April 1992. 1'he City cu[[ently open[cs the wa[cr [r<ztmen[ plan[ under DI IS IX'ater Supply Permit No. 09 93-007. "Cbc scn•icc area for the water sestcm is no[ conterminous with the City's boundaries. "Chc City serves a small number of customers outside its limits and it. place of ask i~ petition fo include [here areas. among othen_ in the Cin-'s place of uu.i~,onuiing before [he S[a[c U'a[er &mni. A location map of the Ciq~ is shown in Figure 2-1. 'Chrec other venter systems bound [hc City. Milh~icw County Wa[er llistdc[ (CWU) iv located to the north, ~C'illuw C~C'D is located to the south, and Rolnna Water Company Lv located to the cast Of these foot water systems, the City serves the largos'[ population, with a population Duet 15,600. 'I'hc total number of conncttions is appmximatdy 5,700. :As previously discussed, for pumoso' of water planning, the City assumes [hat within the next''0 years, the City will annex and parvide water services to land within its sphere of influence as described in the 1995 General Plan. 'Chc sphere of intlurncc used for these planning purposes is shown in figure 2-^. 2.2 Environmental Setting The majority of the information in thLs chapter is from the h1endoeino County General PLnq which is acaibnblc online at hrrp:/ ~www.co.mcnducino. at.us/planning./GcnPlan/GP(~ mtcnn htm and the City of Ukiah§ wcbsiec at htm~J /u>tuw.eityofukiab.ann/. 2.2.1 Geography "Cho City is located on U.S. I lighway 101 ~approximatcly 100 miles north of San 14aneisco in the northern umstaL ration of California. "Phe area is centrally located between San Francisco, 1{ureka, ,rod Sxeramento. 'Ihe City~ is surrounded by coastal ranges in southern A9endocino County and situated in the fcaile Yoknyo Galley wi[h rich vinecards and pear orchards The valley is bordered on the wea by the IV[endoeino Ravgc and on the cast by the Aday acamas mountains. ISlcvations in [hc mountains are over 1,800 feet mean sea Icvcl 2-7 Deleted: (fLc Ciq lucs~ Deleted: mdudc. Abu nm L,cvmJ rnnulc Deleted: ~.. Deleted: 4 uas abo v m.d cLae ping mnnanon evn~aJ by plJl.irw and IX'illow C\44J wll connnur ro ba scrvrd by d,r, ~aa.dswr~- Formatted: Font: 12 pt owaT In ~m,~9w nunosee omy SNDOaapT:WOtecUWMPi&Jl tlor 2. Description of Existing Water System 2005 Urban Water Management Plan !MSL), while elevations in the valley range bum abou[ G70 fist MSI. in nc~ north near Calpclla to abou[ 560 feet ~[SI, in the soudr near lil Robles Ranch. 'Che Rm~sian River Flows from north a> south dvough the Okiah area. ' Formattetl: Body TeM, LeR 2.2 oancr emev~ew owyoses only. s:,uoo~onwaienuwMaioa~.nx 2: Description of Existing Water System 2005 Urban Water Management Plan I . ~~, ..~ CIKIAH Figure 2-1. City of Ukiah Map ..~ (il_ti ~ ]Z.1~ ~?i. ~\~:1t1 2-3 onnFnm renew owases o~ y. S]U~DOSU']1WalePUWMP10J1 ooc 2: Description of Existing Water System 2005 Urban Water Management Plan Dele[etl: 11 2006 SPHERE OF INFLUENCE DISCUSSION :i # ~„ ~ ~: ~ ~ ~{ . , S ~ - ~3 ~ i i~.{ a~4~ 1 ~ ~ I 8 ~~ s~rrea ~o { -_ ~om'^ ~rN- I 1 inw ~. i_ ~ 4 1 _~' ~ 4v ~... . ~~ -_ ~. ~v ~~ $ ~ d L £. }L l ~ d r-. i -~_~ -- e E ij` F ...~. i. _ I ~ y - - .. ~mre~ gS a.'.-.-~tl 5 .: ' Figure 2-2. Cify of Ukiah Sphere ollnl/uence Map(Map provided by Wagner and 9osignore) 24 OMFT 10^mew puryo5cs only S~UDOCSW\WaNeVWMViP31 tloc 2: Description of Existing Water System 2005 Urban Water Management Plan 2.2.2 Climate Unlike many odsr cities close to the coast, Ukiah is relatively fog-hce'1'his face, nmplud widr warn days and cool evenings, gives Ukiah a moderate range oE[emperatures. :Annual rainfall in the Cite is about 35 inches. Most of nc~ precipitation falls from December through April, and only at higher elevation is there substantial smiwfall. Rainfall is often from intense rains caused by large storms that move in from the northwest. Virtually no rainfall occurs during [he summer months. "Che avcrago growing sea>un is about 260 days on nc~ coos[, 210 days in the interior valleys including the Ckiah area, and 180 days in Round Valley (A4endoeino Count}' Grncral Plan). 'Fable 2-t a and 2-Ib summarizes monthly averages taken from 1989 to 2005. Darn were obtained from nc~ California lmgation Management Information System (C[~[IS) wcbsi[c Eor the I Iupland Station in 14endotino County (Station Numbers 85 and 106). Information from CIMfS can be located ar the following website (http~.//wwwcimicwater-ca i>ov/cimis/frontVLo irhlvRej>ort d ~). 'hhe cable provides infr>emation on n•apotranspiration (lCfo), rainfall, and average [emperanire. R'I'u u' nc~ loss of wnmr a, the atmosphere by the combined processes of evaporation (horn soil and plan[ surfaces) and transpiration (horn plant tissues). I t is an indicator uE how much water is used by crops, lawns, gardens, and [rem need Eur healthy growth and pa>ductivity. January February March April May June Standard Average ETO (in.(a 1,1 1.7 3.3 4.fi 6.2 Z2 Average Rainfall (in.) 6.7 6.8 4.7 2.3 1.7 0.8 Average Temperature (F) 45.6 47.2 50.8 52.9 59.4 65.2 ' Sauce' CIMIS 1989 ro 2005 . The CIMIS ETo values are calculated using the modified Penman (also known as the CIMIS Penman) antl the Penman-MOnfedh equations. Mosl CIMIS weamerstations are located on actively growing grass. Hence, reference evapotranspiation is commonly relened fo as ETO on the CIMIS web site. I July Auguri Septambx October November December Standartl Average ETO (in.)a 8.0 7.1 5.3 3.5 1.5 7.0 Average Rainfall (in.) 0.1 0.2 0.3 1.1 3.8 7.3 Average Temperature (F) 70.6 fi9.8 68.0 69.3 50.0 45.7 'Source: CIMIS = The GIMIS ETO values are calculated using me modilietl Penman (also known as 0e CIMIS Penman) and the PenmamMOnteith equations. Most CIMIS weather stations are IocaRd on actively growing grass. Hence, mlerenre evapotranspiration is commonly relened to as ETO on the CIMIS web site. 2.2.3 Hydrology Surface runoff in nc~ Cut's basin is derived almost rntirdy from rainfall, although snow does fall in [hc mountains of the eastern parr of the FSeI watcabcd, which i~ a wntershcd located north of the Ruseinn ltivc'r. Stream flow responds direedy m ds rainfall pattern; high Flows will drop quickly without sustaining rainfall. During [he dry summer months, stream Flow asnsis[s of groundwamr secpaga, channel storagq ur reservoir storage [n the Russian River Basin, 93 percent of the averngc sruonal mnoff occurs in a Eve-month period bc},tinning in 1Jcccmbcr and ending in April (ie1endocino County Grncral Plnn). 2.5 ouacT m~ ~~.~ow n~maras a~~ry so¢oo~sra'watenuwtilaio-ai not 2: Description of Existing Water System _ _ 2005 Urban Water Management Plan 2.3 Water Supply Facilities and Sources W'atcr supply is defined as rfte amount of water available From a source oc combination of sources (c.g., xrrcams, rivers, ponds, lakes, groundwater, e[e.) for use by a water purveyor. "fhc City currently obmins all of its water supply from [hc undcrElow of [hc Russian River and nnc pn'eolating groundwater well. "1'hc City is not a wholesaler. Pursuant to a Water Supply t:ontcac[, [he Cih- can purchase up to 800 acre feet annually of project wxtcr from the llcndoeino County Russian River 1~7oud Control and Watcc Conservation Improvement District Additional details regarding sources of water arc included in Chapter 3. 2.3.1 Surface Water (Ranney collector and Wells 3 and 5) "I'hc Cit)•'s surface wa[cr supply is obtained from a I2anncy eutlce[or and Wells 3 and 5, which draw water from an alluvial zone (undcrflow from [hc Russian River) along the Rusian River. P.vcn though nc~ City is nor [along water directly from [he Russian River, these writer supplies arc considered undcrFluw of the Russian River, and therefore, arc considered surface wa[cr sources. "I'he following paragraphs describe each of the surfnec wa[cr sources. Ranney collector. The City collects underfluw from the Russian 18vcr through in Ranney collector located along [hc rivds banks. 'fhc I2anncy a>lleenrc was uimtmcted in 1966 with a design capacity of 13 million gallons per day (mgd), which ie cyual [n the Cih-'s water right 'fhc maximum capacity obtained tram the Ranney collector was 9 mgd, well below its desism capacity. 'fhc Ranney collector has steadily declined from 9 mgd n, in Curren[ capaciq~ of 4.8 mgd. "fhc significant loss in capacity- of the Ranncv a>Ilectxx may be a result of changes in the Russian River channel moving away from Ranncv collector and the compaction of slats and silts in the riverbed over the Ranney collector ;Another mtteem is the Ranney can only be used approximately six months a year during the drier wcadtcr months. During [hc rainy months, the turbidity in the Russian 12ivice increases, which increases the turbidity of the water in the Ranney collector "fhc lVticrofluc contact clarification-filtration unity loca[etl at the W'fP cannot be operated effieiendp under high mrbidiq- umdifiuns'fhemfr re It is riot possible to rely on the Ranney aillec[or as a water supple source during thu winnx when the turbidity of nc~ Russian River is high. Well 3: 'this well has an estimated pumping capacity of 650 },'rim. Ii is used throughout the year. Well 5: The capacity of Wcll 5 is 300 gym. 'I'bis well can only be used when the Ranne_c collector is not in survicc. 'T'his well is equipped with a standby otgine-driven pump. Well 1, 2 and 6: Wells 1, 2, and 6 arc no longer used by the City-. Well 1 has been out of srn-ice since [he 1970'x. V~'ulls 2 and 6 (IX~atcr from Wcll 6 was pumped into WcII 2) were removed from [he City's latest dumustic water suPPIY perrnlt and may no longer be used as a source of suppll'~ WcILs 2 and 6 hod to be taken out of service during construction of the new 15 million gallon eluanvcll for the Watee "1'rcatment plant If a water supply wall is removed from service For more than a year, it must comply with currant Dl lS standards. 'fhc cost to rehabilitate nc~ wells to mac[ DI IS standards, which would require installation of an annular seal and cleetrieal upgrades, rg akin}; it economically infeasible to return [heec wells to service "Che Deletetl: ~,akr pumping capacity of iC/ells 2/6 is only 50 gallons per minute (gym). liven though it is nut cost effective u. rehabilitate Wells 2/G fim the City's water supply, Wcll 6 could be used in its present condition hr irrigate the adjacent softball complex fields, which would reduce [hc parable water used for irrigation. Since 3003, the Cih- has' undertaken an aggressive rehabilitation program of the czisting surface water wcllx. 'T'he capacity uE [hc wells has increased as a result of [hc work but inacascd demands arc pushing the water production capabilities beyond their pumping capacity. 2-6 DW1FT for rooiixr puryosos on y. ¢9p~DOrgU]1WaledeWM%0$1 Qpc 2. Description of Existing Water System 2005 Urban Water Management Plan 2.3.2 Percolated Groundwater "I'hc Cih''s wa[or scstcm has one well that is pumping percolated },r<oundwatcr. Well 4 is a drilled well and ha. an cstima[cd capacity 800 gpm (Ciq- of Ukiah Summary of Wa[cr Rights, Wagner and Honsignorc). "I~hc facility is equipped with a standby cnginrdriven pump. 1'hcrc is no maximum amount or limitation on [hc season of diversion associated with thin source. 2.3.3 Water Rights Prior m 1914, a fight to use surface water could be established widxiut filing for a permit from the ,l'[a[e \C'aree Hoard under the Watet Commission :Act. After 1914, a right to diver[ water feom a surface watcx souse or underground water flowing in a definite ehanncf, requires a permit from the State Water Board. Water can be pumped from percolating grruundwarer without a state issued permit. A water right is the Iegal cntithmcnt that authori>cs water to he divcr[cd by a user from a spcuficd source (wa[cr supply) fur a beneficial, non-wasteful, use 'Phe water tight under a state issued permit spells out the point of divcYSioq amount or ra[c of water that can be diverted, place of use, and [he purpose of use. W'agncr and Bunsignurc, an cnginccrin}; Firm spceiali>.ing in wafer rights, was consulted to determine the detail of the Ciq''s water ngh[s. "I'he killuwing additional sources were consulted: • State Water Resources Con[col Hoard files for City- of Ckiah's Water high[ Application 157[)4 [Formatted: Bullet Ust 2 Char (Appmpriative Permit) 2.7 oFlAFT w. %maw PUrvos9s omy. E:w.o~~soT~waiar.uwNaioai nw. Figure l3. Ranney Collector Site 2: Description of Existing Water System 2005 Urban Water Management Plan _City of Ukiah's water supply agreement with Yicndocinn County Russian 12ivcr blood Contrail and Water Conservation Improvement Uisrciet (Contract or Project W'ater~ • ~lnn Hurck, Public Ctilitics J'roicct P:nginyy~c, City of Gkiah (Groundwater). 2.3.3.'1 Appropriative Water Rights Pre-7949 Appropriative Right l'he Ciq~ has Pre-1949 Appropriative Right Eor 2.8 cubic feet per second (c fs) for diversion from [he Russian River fir a maximum uf3,027 acrrFect (tU~) annually. 1~hk water right is recognucd in State Water flights Ruard (predecessor to State Water Resources Control Hoard) Decision 1030. Water Right Permit 12952 -Post-1949 Appropriative Right. Warcr Right Permit 12952 (tApplication L5704) provides For the rlivcaion of 12ussian River underdow toe municipal pumoses. Under [his Ycemit, water can be diverted at a tale not to exceed 2Q0 cfs (9,000 gpm) From January 1 through Uecember 31 (with no nnnual limit). 'phe face value uE the City's Pre-1949 and Post-1949 appropriative rights is approximately 14,480 AI' anmally (but sec diYUSSion in Section 3.10 which assumes that the City will use approxena[elp 8400 acrrfeet annually, when it first pumps 20 cfs at in peak usage time). The Permit is considered aPost- 1949 water right, which is' a right that was initiamd subxxquent to the authori>arion to mnstn¢[ Coyote A'allec Dam in 1949. "phe Permit expired on December 31, 2000 and the City filed a Petition for 1?xtrnsion of Timc with [he SWRCH. 'phe Permit is valid while the Petition fur I~:xtens'ion oPl'ime is processed Cusently, the Permit arvers Wells 2 (no longer in use) and 3 and the Ranney collector. "1'he Cif}' has filed a Petition with nc~ S\X'RCH [o add We115 and expand its place of use under Permit 12952. Section 321 provides a description of the Ckiah V'utlcy groundwater basin. 2.3.3.2 Groundwater "I'he Cih~ eurrentle divar[s percolated groundwater at Wdl 4 and may add other groundwater sources in the fiiture. Groundwater WdI 4 has a pumping capeutp of 800 i,~m ur 1,290 ,11~Y. Section 3 2 provides a description of the Ukiah V'allcy groundwater basin, amount of percolating },rcoundwaeer pumped by ds City from 2000 through 2004, and the projected amount of groundwater to be pumped in the Euture from [bc basin. 2.3.3.3 Project Water Slenducino County Russian Rivur Flood Control and Water Conservation Imps women[ District (District) holds Water fright Permit 13947H for storaKe :cod use of up to 8,000 AF annually of water stored in lake ltendoeino and/or directly diverted from dre R,ast hock of the Russian River. '['he City has a water supply agreement with the Uistriet that allows the City to purchase up to 800 ill' of water annually under the District's permit. 2.3.4 Transfers and Exchanges "Phrce water districts bound the Cih~- "phe City uses the greatest amoum of water and serves dre largest population in the Ukiah V'allev. While the City's water system is physically in[eceonneeted wide Willow County Wa[cr District [n d,e south and ?vlillview County Water District to the north, and Millvimv is ph}'sieallc interamnected to Calpola County IX'ater District, the intercnnneetions between the City and the adjacent dietricts arc used exdusivew fur emergencies. Sec [Apprndix C firr I{mergeney Interconnection .Agreement dated duly 7, 3002. Atureover, the Jtillvicw and Willow Counh~ Water Districts do nut have excess water to deliver m nc~ City-'s distribution sys[an, except in emergmsics- 2-8 Delete0: x~„dr L~cm an~k Deletetl: Dlm~mr ?an4-'_nu31 DI!AFi br reviaw puM~ea Dray. 5 VUOacOnWaietlUWMPr U3i 4a 2: Description of Existing Water System 2005 Urban Water Management Plan 2.4 Distribution System I~;igh[ distribunnn mscrvoics, with a combined capacity of 6.1 million gallons (m~, provide short term trca[ed water storage to be used on a daily' basis and fur emergency simanons such as fire fighting. "Chew include a 2.5 mg ansrem tank, a 100,000 gallon steel tank, a 13,000 gallon redwood tank, a 30,000 gallon s[cd tank constructed in 1996, a 135,000 gallon concrete dearwcll with transfer pump statioq ihrec new storage tanks completed in 2005 (N~o at 1.5 mg and onc at 315,000 gallons), and high service pump station. 'I'hc disnibution sps[em is dividod um~ timr pressure zones. 'I'hc main zone,'/,one 1, (approximately' 9~ percent of the system) is served bt• gravity from the 2.5 mg and L5 mg storage tanks. "These tanks are supplied by all system resources via the main distribution system. Thcrc is also a 15 mg dearwcll and high savicc pump station in %onc 1. 'Chc rannining three smnllcr zones arc supplied he hoos[cr pump stations via the main distribution zone '/.onc 2 is served by gravi[~' from the 100,000 gallon and a 315,000 gallon storage [auks- "Chic zone is suppliod by the Gulf Course Booster Pump $mtton a[ a ra[c of 350 gym. %onc 3, which has four service connections, is served by a 30,000 gallon bolmd s[ed storage tank 'this zone is supplied by a 100 gym booster pump. '/.onc 4 with three service connections' is served br• the 13,000 gallon redwood storage tank. This rune is supplied by the 30 gym Lookout Drive Booster Pump Station. 2.9 ow.Fa io~ whew p~~poses o~y SVU.DOS~]'Wa~enUWMVip$I tloc 2: Description of Existing Water System 2005 Urban Water Management Plan Deleted: 1I Figure P3. System Hytlreulic Pio/ile 2.10 DRAFT bi mvmw puryasos oNy. S:ANpurSll]AWaIBr`UWMP10-Jl ow ns "' goo _ ~ am;:. ~ I I iao cvm m i, m~. z '. eooa~~o~mv B]S ~, ]SO GPM CITY OF UKIAH URBAN WATER MANAGEMENT P_AN 3. WATER SUPPLY QUANTITY AND QUALITY As noted in Chap[cr 2, the Cite use both surface water and percolated gn>undwatcr as i[s supply source. "Phis chapter describes the surface water and percolated groundwater sources, quantities, supply cons[raints, and the watc~< yuaGty of the water supply sources. In addition, [his chapter describes' eurren[ and projected water supplies, wa[cr supply reliability and vulnerability, water shortage cxpee[atiuns, and water shortage revenue and expenditure impacts. 3.1 Surface Water Section 3.1 provides 'a deception oEthe City's wrEaec water supply as well as the physical and legal anrstraints of this supple. Currently, the Ciro uses surface warer sources diverted from the undcrFlow of [hc Russixn River. "fhc surface water sources consist uF [he Ranncy collector and Wills 3 and i. 'Chose surface water sources arc lucatad along the liusstan River on nc~ cast side of [hc service area. 3.1.1 Description Wa[cr Righ[ Permit 12952 (Application I5?04) provides fur [hc diversion of Russian River undetflow for municipal purposes. Under this Permi[, water can be diverted at a rate not m exceed 20.0 cfs kom lanuan~ 1 through December 31. The City collee[s underElow from dre Russian River dvough its Ranncy collector and lC'clls 3 and 5, which arc loea[ed along the river's banks, pursuant to its Permit 12952. 'fhc Ranncy collector has an existing capacity of 3,400 gallons per minu[c (p,~pm) or approximately 4.8 million gallons per day (mgtl). The available capacih° of the Ranncy collector is signifieantll~ Icss than [he designed capacity of 13 mgd, whidt is cyunl to the Citys water right. The maximum rnpaeity obtained from the Ranncy collector was 9 mgd, well below its design capacity. "I'he Ranncy mllec[or has steadily declined from 9 mgd [o its current capacity of 4.8 mgd. 'fhc significant loss in capacity of the Ranncy collector may be a result of changes in the Iiussiau River channel moving away from t c Ranncy colleemr and the compaction of clays and sdL in the riverbed over nc~ Koonce collector. (Sec - pgendix f L .pp. 9-10.J Another aincern is [he Ranncp can only be used approximately six months a scar during nc~ drier weather months. During die rainy months, nc~ turbidity in the Russian River increases, which increases the nrrbidity of the water in dm Ranncy eolleenrt. 'fhc bticroEloe contact dariflca[irnrtlltcation units located at die W'1'P cannot be operated eEFlciendy under high turbidity a>nditions. fhcrchac it is nu[ possible [o rely on die Ranncy collector as' a wa[cr supply source during [he Deleted: i~ winter when the turbidity of [he Russian River is high. "fhc water treatment plant (W"I'P) wus placed into service in April 1992. "l~hc source of water for the W"fP is the Ranncy collector. Water is pumped kom the Ranncp collector to the y%°f P. 'fhc leI'I'P has a name plate capacih of 6.0 mgd and was designed to be expanded to 9 mgd Ln 2006, a thial hltradon unit was added m provide reliability and redundant}' as rcyuired by Dl lS. "Phe third unit does no[ incraase treatment capacity. 3.1.2 Physical Constraints "fhc Ranmv cnike[or was eonsnucted in 1966 with nine laterals [ha[ extended beneath and along side [he Russian River. One of the laterals, believed to be increasing water turbidih~, was plugged and abandoned in eApril 1981. "Cho Ranncy collector currently produces about 4.8 mgd (approximately 3,400 gym). 'Chc laterals 3-7 orurt io~.~ew pamoses omy S:'~U~DOrsO]':WOIpUWMPIR31 tlor. 3: Water Supply Quantity and duality 2005 Urban Water Management Plan were dcaned in 2002 and tour new laterals were cumtructed in 3003. Ranncy capacity impuwed, but mrT nearly as much as expeetai. "Phc reduction in Ranncy cnllueh,r capacity is believed to 6c due trs twn faenm: I. "Chc river channel moving awry from [he Ranncy collector impacting the Flow of water ar [hc la[crals- 2. Compaction of clays and sills in tha riverbed Deer the laterals reducing the pcrmcabilin- of [hc wd around the laterals and permanently lowering the pumping capacity in [his area of the riverbed. 3.1.3 Regulatory and Legal Constraints 'Chc Cih''s Warcr Right Pcrmir 12952 expired un December 31, 3000 and [he City Eled a Petition fur L;xtcrv tun of "Cimc with the State ~C~aecr Ruard. "Chc Pcrmir is still valid while [he Petition for V.xtcnsiun of 'Cimc is processed 'Phe City has begun the process oEprepacing an envia>nmen[al impact report (I ~;Llt) in support of i[a applieariun for an ex[cmion of lime and the City°'s pending Petitions to change its points of diversion and place of use It has completed an initial study, conducted a sa>ping session and is currently evaluating its response [o comments on the proposed scope of the L:IR. 'fhc City has stcaddp inacascd it_. use and has bcrn diligent about maintaining its water right. "1'hc Stare U"atcr Huard is empowered to grant an cx[cnsiun of time d> put water trr bent Ficial use upon a showing to [hc Hoard's satin faction that due diligence has been exerdsed, that failure ro comply with previous time rcyuirements has been occasioned by obstades' which could no[ reasonabl}' be avoided, and that satistac[ory progress will be made if an extension of time is granted (Sec 23 CCR §84d.) According m Cih''s Water Right 1?nginccr, Robert C. Wagner, the City should be able to make the required showing of due diligence, sink through no fault of [hc City, [hc demand &rr water has not developed as quickly os was anticipated when [hc (;iR''s permit was issued. 1'he State Warcr Hoard wrote in WRO 2000-13, In the Matter of the Petition For I?xrensinn uf'Pimc of [hc Cite of San Luis Obcpo, Permit 5882 (i11021~_. "a municipality such as San Luis Ubispu is to be afforded wme latitude in putting water to beneficial us'e, because the municipality must be able [o plan Eor, and meet, the needs of its exis Ling and future citizens (Warcr Code section 106.5, 1203.)" Li ~Ir. Wagncr's opinion, iris rcas'onablc to expect that similar lanntde would be granted to the City of Ckiah ro develop full beneficial use of in water righn. Water Hoard approvals oh successive ez[ension_a ut time for municipalities to allow fur gradual development has been [he norm As a martcr uEsta[vton~ policy (Water Code, see 106.x, municipal water rights arc m be "protected to d,c fullest extent necessary for existing and future uses..." "Phe greater deference shown a municipabty is counter balanced by the allowance of temporary permit< foe the use of excess municipal watee by other parties pending the expansion nFdte municipality's use (Warcr Code, sec 1203). 'there dues nor appear [o be am- nbstades to approval of the changes in points of divcainn and place of use, subject to California 1(nvinmmental Quality Act review. 'Phu City's rcyucst for an extension of time m make full beneficial use of waxer under its permit does not rcyuirc a showing of water availabibte since such a finding was made by the pmdeecssor to the Sxatc Water Hoard in Decision 1030. I lowcvcr, the Cih~ conducted and has iodudcd herein an analysis showing there is water available to meet its projected ultimate demands. 'Chu Warcr Hoard's dedamtiun drat this scgnncnt of the Russian River is fully apparpriatrrl takes account of the [:ire's 20 cfs permit amount as well an other pre-existing rights (IX~arer Right Order 98-08). In order m grant the City's Petition [o change pointy of diversion and place of use the Water Huard will need to make a finding that "the change will not operate to the inryry uF any Icgd user of water involved" (Water Cade, sec 1702). In relation [o junior appnrprianxs, rho Cin~ has a priurite right a> the beneficial use of water up to the full volume or rare authorised in its apparpriative permit. Beneficial use within that volume and rate does no[ in itself a{ua[e n. injury mryniors under the "nun-injury" rule "Chc Warcr Huard has discretion under appropriate ciremns[aners To condition change orders for the protection of other execs. The City knows of no reasonable basis for negative action by [he Water Hoard concerning the change Petition. 3-2 DRAFT to^evrew pw-asw only S'~VDCCSW~WaNgUWMaip 3l doe 3: Water Supply Quantity and duality 2005 Urban Water Management Plan 3.2 Groundwater Deletetl: (Vereolating) 'this section provide. a dcserip[ion of the City'sgrcrundwarcr supply, indudirtp peeailatin€~ isuundwarer as Deleted: pc.colzad will as the physical and Icgal amstraints of this supply. ~ Deleted: -IU. ,n'+pc.adar;ng pn~md.~a¢r ~uppiy con .nut \RII S.vid~ " 3.2.1 Description ~~r°°°°r'-eu,trr 'Chc Ukiah Yallcy grcmndwatcr basin (Number I-52 as described in Cahfomia Deparemcn[ of Water Itcsourccs Bullc[in 118) is loeamd in wuthcastern Mendocino County and is dre largcs[ basin along [hc Russian Kivcr. It is approximandp 22 mpcs long and S m8cs wide "llrc basin }snamrptsscs part of die Ckiah Deleted: a and Redwood A'adcys to the north and their [ributan~ valleys. "Chic basin is nut adjudicated. cA groundwater management plan has not been prepared for the Ukiah Valley or b9endoeino County. Based on informanun currently available ru the City, the groundwater supplies arc adcyua[c ro meet existing and future demands. "Them is published darn available providing informanun on the storage capacity and }>rnundwater levels within the Ukiah l'ahcy Groundwater Basins United Sra[es Geological Survca (USGS) published Water Resources Invcsngariun Report 85-4318, "Gnrundwarcr Rc ourccs in N(cndudnu Count}', California" ~[~ arcs the following: Deleted: condnd~. • Groundwater wills in the Ckah V'allcy Groundwater Basin monitored over a 30 vcar period show no purmincnt long-term dcdince. • I [ydrugraph analysis indicates the Basin is rcdiarged fully each pear excep[ when preripirnriun Falls below 60 percent of normal. • Uuring the drought of 197(/77 when rainfall was Ices than 60 percent of normal, the groundwater wells recovered to oormnl levels be [he end of the 1978 rainfall season. hurthcr, California Ucpartmen[ of IX~ater 12esourecs Bullcnn I18 "California's Groundwater" concludes the following: • Gmm~dwamr in storage in [hc upper 1 W feet uF the most pmducnvc area of the Ukiah V`allc_c is es[imated at 90 000 acre-feet. • Urr unwater sturagcJueated within the margins of the Ukiah Vallcs~ is es timarcd at n additi: tat Deletetl::1n addiwnxl d5 foie aac [n~ „r ~,,,,,,uc,arcc 45 000 accofcct . Deleted: „ • Groundwater IcvcLs in the Ukiah Vallcv Groundwater Basin for the past 30 yrnrs have rcmainud rdarivch- stable. • Uuring drought amdinons there is increased drawdown of groundwatec levels, bu[ the Iwds recover in poshdarught conditions. In general, the Ukiah Valley groundwamr basin will experienm srnsonal and year [o year v~ariatiun in water Levels' due to dimatc and pumping stresses [Lrwcvcr, these variations tend to be small. Water levels decline in die dry monthe and some wells may experience declines during successive dry years. But water Ievds in general have always recovered 'I'hcre does not appear [o be a long [eon dcdinc that would suggest shortage or overdrah in the Ckiah tlalle}'. Phc basin is nut amsidc[cd ovcrdraftcd and is not eurrcndy projected N be overdraf[ed. The prepara[ion of a gmm~dwamr managemen[ plan is nu[ menred at [his time because of the modest increases m demand. "1'he Circ's percnlatury gr :undwarer supply zs sirs f yX' ~II 4 -'[h - - p- ~it ° f 1 290 yf1~ 'Fable 3-1 lists peradating groundwater pumping fur the Cih~. Since [he Ukiah Valley has no[ been adjudicated, the table is }; ow.rT io- mmew P~~mosos onry. s:'~u~oorso~'~wei9nuwmalo-st aoc 3. Water Supply quantity and Quality 2005 Urban Water Management Plan nut applicable as a indicated in the table'fable 3-2 starts the amuw[ of percolated }rtuundwatcr pumped by the Cin~ from 2000 through 2006. "fable 3-3 states the amount of total amount oE~rcoundwatcr r be pumped in the fuhre I~~~ BeNn Nmna Pumping Nigh • AFY Ukiah Valley not adjudicated Total N/A I ~ablc 3-2 Iicts the percolated gamndwatcr quantity° pumped by [he Cin- from 2000 to 2004. Bealn Namala) 2000 2001 2004 2003 2004 2006 2006 Total Water USe 4,108 4,070 4,165 3,874 4,131 3,755 3,831 Percolating Groundwa[eriWell4) 340 810 906 1,030 W6 1,048 1,076 %of TOtal Water USe° B.3 19.9 21.8 26.6 23.fi 27.9 28.1 •This representsthe pe¢enfage of fhe Cifys rofal wafer use fhafhas been derived tromits percolated groundwatersou¢e. Data provided by Cify's water Ireafinentplanf. The City began a well siting study in 1~fay 2006 m add two groundwa[cY wells with a total pmicctnd capacty of 1,500 gpm. It is o[ k w t chi f e if the ~ 'll ~ ~ il] be um in e¢ola[ed >roundwnmr or underflow. 'fable 3-3 Gsts the of l amount of groundwater projected to he pumped Erom 2010 to 2030 and its relative percentage of rural water supply bae~ed on the assumption of an additional 750 gpm pumped from grounrhva[ec wells of ell tvnc~ 180 days of [he tear !605 Alit aboec nc~ maximum amuun[ of}*roundwatcr that can be pumped (1,290 Alit. If the City nnncxas land within its sphere of influence, additional 1mrundwan•c wells will tuns[ lilac]}' he needed to meet the inemnsed demands. 2010 I 2015 I 2020 I 2046 I 2030 Total water sapply° ~ v,ns ~ n, ns I n,n5 I n,ns I n,ns firoundwater (Well4 and two new wells) 1,895 1,895 1,895 1,895 1,895 3.2.2 Physical Constraints The phvsieal constraint on the ~°roundwamr supply available undcY the Citv, ~ ,ocmzit is the pumping capaeit}~. 'fhe h sieal eonaraint c n the c.r olat d roundwat x .u I i that onl Ar ell V o. ~ has been i luttih d a. a source of perarlatin~„vrouoded.'Che combined pumping capacity of the City's surface water and percolated groundwater well is not sufficient to supply the City's current peak demand. 3.4 Deleted: Percolating Deleted: vuRan pocokead onnr-r rnneview pum~rs Dory. S:ru.o°cso7rwAiei~uwvarosr aoc ioi7otalwatersuppN I 11 I 11 I 11 I 11 I n 3, Water Supply Quantity and Quality 2005 Urban Water Management Plan 3.2.3 Regulatory and Legal Constraints ~fased on the available evidence. it is believed that Wdl 4 pumps percolating grwndwater, which is nut subicd to [c pccmtmntr authority of [hc S\x'RCB and, Fhcrcfoca is not mduded in the Citj''s Waccr Rights Permit Future diversions 6y the Cit}' arc ltkch- ro be from groundwater sources, either `percolating groundwater' or groundwater confined to a subterranean stream within a known and definite channd.~l6sait sufficient evidence to dte contrary, groundwater is presumed m be percolating groundwater. "Cbc 1999 Stara Waccr RLSnnYCeS Control Board Decision ?lu. 1639 Li the A-fatter ofGamnfrnla lfl'ater Gompouy in SLmterec Counts se[ forth criteria regarding the legal dassifieaton of groundwater. iAccurding to the Garrapata decision, fur groundwater to be dasificd as surface wamr s'ubjcct n. appropriation, the fi>Iluu-ing umdi[ions mus[ exist L ;A subsurface channel must be pr~att 2. 'fhc channel must have rdativclq impenncable bed and banks'; 3. ~fhe course of the channel mus[ be known or capable of being determined by reasonable inference; and 1. Groundwater must be flowing in the channel. The Gaaapata decision, interpreting section 1200 of the ~C'amr Coda was followed and applied in the 2006 opinion of the Fiat Dis¢iet Court of Appeals in the case, Na7G Guala/a Water Comyony r. State U='nter Reroiac€r BoprA(139 Cal. app. 4'~' 1577).'1'hat decision was Ick stranding by the Cali&rmin Supreme Court. In [he Okiah Valley, increased interest in [he issue of legal dassificatiun has ariun since the Division of Water Rights took the position that the groundwater pumped at the wells of the l Iopland Public Utilities Distract (I'UD) and the Willow County Water District is subject to SWRCB pcrmittng auchonty. I lowcvcr, no formal derision has been rendared b}' the Board itself As to [hc City of Gkiah, there has been no Icgal classification by the Scare of California un the }(round water that might be pumped by the Citv in the future. 'Phc burden is un the party asserting [ha[ groundwater Ls flowing in a definim channel. 'fhc Icgal presumption is [ha[wcll water is percolating groundwater. Using [hc applicable Icgal standards and nc~ available data, the City will make a determination regarding whetbcr future wells require an appmpriativc rights permits from the SWAB. "there has been general acceptance 6y the Uivision of Water Bights staff that existing Well 3 pumps percolating groundwater. 3.3 Desalination 't'here arc no reasonable opportunities for the development of desalinated water within [he City's scn~icc area as a future water supply source because of [he Citys locaton relative to a source 6s desalinafiun. "fable 3-4 lists opportunities hot dcsalmatcd water and reflects the fact that there arc no oppurmniries for desalinated wa[cr. Sources b WNar ylNd AFY Stan Date Type d Use Odra Water purchased from: Ocean Water 0 0 0 0 3.5 Dektetl: i~ Deleted:., .~d~ Deleted: Pceco~znng ~~a~~~w.,:««„or ,,,n~«~ ~~~ u,~~ n~~~~~r~~~x.,~rt„~~r ~~ra~~ $IXltf B. unLke subiamnu.~ :main grnundaa ounFC ia::es~ewv~mos~ o,y. s'w.oo~sonwaieruwroeioai ax 3: Water Supply Quantity and Quality 2005 Urban Water Management Plan ~ Samxa o1 Weler ... ~- Yleltl AFY ~ Start Date Type M Use Other Brackish Ocean Water 0 0 0 0 Brackish Groundwater 0 0 0 0 Other (such as impairetl groundwater) 0 0 0 0 Total 0 0 0 0 3.4 Transfer and Exchange Opportunities Currently, chc City does nu[ transfer or cxehnnge water with any of ds surrounding water suppliers Whdc there arc connections between the Cin~ and blillvicw CAC'D and the Cit}' and Willow CWD, these amnee[ions arc used only For emcrgcntics and arc nut inducted in the Cit)•'s srpply totals. Trcaafer Agenty Tnnafar a Ezeharpe ~. Shat Wrm r Propazal OwrAPoea Long farm prgpwwE Owmttles Millview County Water District 0 0 0 0 0 Willow County Water District 0 0 0 0 0 Rogina Water Company 0 0 0 0 0 Total 0 0 0 0 0 'Chc Ciq~ map purchase water, when adequate water supply is available, from [he Mendocino Counq~ Russian River Flood Control 'and Water Conservation Improvement District (1Ju~trict). "Chc City hus a water suppl}- agreemenr with the Disrciet that allows [hc City to purdtasc up to 800 iAP of water annually under the Dlstriet's permit 'Chic water purchase is considered project water. 3.5 Water Rights :A detailed discussion un the water rights tut the City is presrnted in Section 233. 3.6 Current and Projected Water Supplies P;vcn [hough chc City has water rights and ample water supply hr meet the water needs for its customers, the City dues not have suFFieicnt pumping eapadt}~ from its Ranney collector, surface water wells, and pereolaring },mnmdwa[cr well during peak flow demands and drought periods. 'Chc City has completed or will complete in the near future several projects to help offset [hc lack of pumping capacity. "Chc Ciq~ began a well siting stud}' in May ?006 to add two groundwater wells with a [oral capacity of 1,500 gpm. ']'hose new groundwater walla will increase pumping capacity m reliably meet pecsent peak demands and water demands during drought conditions. I luwcver, adcGtional water supply will be needed tr> mac[ water demands within the City'e sphere of in Flnence. ~Che City recently comtrueted three nov storage tanks to mac[ UI IS regulations. Impa>vemen[s to the Cur's W'I'P wem completed in Septembce 2006. 'Chc lye"1'P improvements comply with new CaGEomia DI IS regulations to ensure adcyuate mliability and redundancy. 'Cable 361isrs water pmjcas as they rdaro m the uvcralt supply of [he Citc. 36 oensT ro~ revsw oemosos o~ay. S IUDOCSWIWa~BaUWNP10.91 tloc 3'. Water Supply Duantity and Quality 2005 Urban Water Management Plan r Projected Slrlgle• MuPoptr Nultlpltr Projected Compbdon Normal-Yar AF Dry-Veer Dry-Year1 MuldplrDry- Dry•Yeer3 Projxt Name SteR Data Date to CAy ylNd AF AF Yser 2 AF AF Two New Wells 5/06 2008 605' fi05° 605° 605° 605' WTP Improvements 9106 Treatment improvements N/A° N/A° N/A° N/A° High Service Pump 3/06 Increased N/Ae N/A° N/A° N/A° Station reliability TOTAL fi05 605 605 665 605 =Assumes 1,500 gpm pumped lrom two percolaredgmundwater wells at SOpercentcapacity Ior50 percent of the time. ^ These projects do not olleraddrtional supply "fable 3-7 lists [he curcent end planned water supplies fix dte City For [he years 2001 through 2030. Note rhac [his [able lists [he water avaiteble to the City from its water right and percolated gn>undwatnr. The City's pumping capacity from it. Ranncy collector, surface water wells, and pecmlated groundwater well is limited. Wabr Supply Soureas 2005 2010 r 2015 20211 2015 4090 Supplier surface diversions jWa[er Right 12952) 14,480 14,480 14,480 14,480 14,480 14,480 Protect Water (Mendocino County Russian River Flootl Control and Water Conservation Improvement DisMCt) 800 800 800 800 B00 800 Supplier produced groundwater lcurrent&future wells 1,290 1,895 1,895 1,895 1,895 1,895 Transfers in or out 0 0 0 0 6 0 Exchanges in or out 0 0 0 0 0 0 Recycled water (projected use)a 0 0 tbtl° [bd° tbd° tbd° Desalination 0 0 0 0 0 0 TOTAL 16,570 17,175 17.175 17,175 17,175 17,175 ^ Projected recycled walerusage is calculated in Secfion 4.0 ° Ibd- to be tletermined after City completes its flecyckd Wafer Master Plan. '1'ahle 3-S lisp [he projected normal water supply in acre-tmt per s~cae. Table 3-8. Projected Normal Water Supply - AFY (DWR Table 40) 3-7 onnFT to. re^iaw puyoses Dory. S!U~0acs07!WOler',OWMP10-S1 rtoc 3: Water Supply Quantity and duality 2005 Urban Water Management Plan 2010 2015 2020 2025 2025 2030 SuPPIy 17,175 17,175 17,176 17,175 17,175 17,175 of year 20058 104 104 104 104 104 104 from Tabk 3-9 base year for normal wa(eryear 3.7 Water Supply Reliability and Vulnerability 'Phe Ciq~ has completed various projec[s ro increase rcliabilit}' and reduce vulnerability to meet anticipated water dcrnands. 'Phes'e projeeLS have inducted [he following: 1) drnned existing Rannep collector lamrals, 2) added Eour laterals in the Ranm•.y collector to replace lost capacity, 3) improved water distribution system for reliability and redundancy, 4) added a 1 Iigh Sen~ice Pump titatioo to increase reliability, and 5) increased water storage &rc emergencies and fire fighting capability. 'Phc Cite continuo [o explore various alternatives to improve rdiabiGty and rctluec vulnerability. 'I'hc City is currently investigating additional groundwater well si[es. 'Phat investigation will inducts a dcmrmination as' [o whether the groundwater is pcea>lating gn>undwa[cr or groundwamr flowing in a definite underground channel. 'Co [he extent the Ciry is able to develop additional percolating groundwater wells, this would enable the City to rel y more on pcra>latcd gamndwaur Bran it does at present. 3.7.1 Reliability Comparison Cali Fornia has expericnccd two drough[s over the past 30 years, one severe drough[ in 197G/1977 and a prolonged drough[ from 1987 to 1993. During bo[h drought periods, the City did no[ experience any shortages in its water supply. Cus[omers voluntarily cut back their water usage during thLe time [.. help the City meet demands and demonstrate their concern Ex the statewide drought conditions. Ht 1992, City water demands were Icss than the previous year even though the number of connections and population increased. "fable 3-9 lists the basis of water vcar daha for nc~ following section. ~.. ~ Weler Year Type Bose Year(a) Average Water Year 1962 Single Dry Wa[er Year 1976/1977 Multiple Dry Water Vears 1990 through 1992 ris noted above, the Ciep did not experience any shortages in wnmr supply during [hc nun most rcecn[ drought periods. 'phc Cin~ has developed a hypothetical four-scar worst-case scenario to prepare fix any conditions that map cause water supply shortages. Prom this smnatiu, a fouo-vcar dn>ugbt has been analvzcd. It was assumed that the scvcrin~ of this hypothetical pctiod would yield 5,400 ~AI~Y of wa[cr supply on an annual basic 'Phis value is based on the analysis in Scetiun 3.10. 'phc cstima[cd water supply and rrsulting water supply deficiencies caused be this extreme case arc shown in'I'able 3-10. It can be seen from this example [hat deficiencies in overall wa[cr supplies would no[ croa[c a shortage for City customers based on approximately 4,000 AP normal demand as migh[ be expected to occur in 2001- 2006. I lowever, the City's pumping capueiry from i[s lianncy collector, surface water wells, rind pesolated groundwater well mac be affected. lluring peak Flow or drought periods, when the water table is lower, the pumping capacy may be limited even more than normal water years- "1'hc City has water rights to meet its demand, however, ooh- the Prr1949 2,027:APY arc considered senior rights. "I'he City aho has, uu a J•B DP~PFT 4a renew puryoses ony. S41 eoesll]!WalerUWMP1091 ox 3: Water Supply Quantity and ~ualily 2005 Urban Water Management Plan contractual basis, 800 /CRY from the blood Control District "Chc remaining water right is Post 1949 and is no[ senior to project water Eor the I~.as[ Pork of the Russian River and Russian River underflow. Demands arc du~eussed in greater detail in Chapter 5. tleltlpb Dry Water Yeen Single Average/Normal Dry Water Year Year1 Vear2 Year3 Year4 Water Year 2006 2007 2006 2009 2010 16,490 8,400 8,400 8,400 8.400 6,400 of Normal 51 51 51 51 51 Conditions resulting in inconsistency of water supply are summarized in "Cable 3-1 I. Water quality issues arc not anticipated to have significant impact on water supply relixbdity. I f applicable in [he Cuture, chemical contamination and the loweung of maximum contaminant levels (NdCis) for naturally occurring umstitucn[s can be mitig;tted by constructing new treatment facilities for treatment prior [u water delivery into the water distribution system. r~ r r Namedsupply Neguktoryltegel EmlronmmrW Water Ouellry Cgmegc Surface Water Change in rights to Russian None None Draught that reduces the flow in River water diversion the Russian and Eel River significantly Groundwater Change in pumping rights None None Multiple dry years that lower groundwater table Recycled water None None None None 'Chc Potter Valley Project diverion Ecom the 4:c17Liver watershed to the Russian River waershed by Pacific (3as and 1~7carical (PG&1 ) has rcccndy been reduced by estimates ran},.ing fmm 26 pecccnt to 33 percent. ('Phc City's preliminary analysis estimates 26 percent Scc Si3.10 6x the preliminary analysis.) 'Phis diversion has been un}n, ring fur almost 100 years with agricultural, municipal, and atmmcrci~al economics relying on [his diversion. A preliminary analysis was completed to determine the effect reductions' in flow would have on lake lytendodno and the Russian River. '1'hc results of the preliminary analysis show that sufficient wamr supply is avatiable for the Ciq~ and that increased diversions by the City will only have minor cFFcen on 1 akc iVlendoeino. l~he analysis i. based m a amtin r o of d~ - t d ~ Ir ~I Ri - r th d 'd t ~ d conrinuin I C l k \I d [h t t t t ~y - tl rl ~ i N ~y - ~ r~ i bC'atcr Board llcdsion 1610 If the Pct Kiccr diccrsio -s f th ~ - t it ~ 1 th - f t ~f D ~ i'i LC I O 3.9 DPPFT k~iEVl¢W nll'p65B50ny. S.IU~nac50]IWeIeWWMP10Jl ox 3: Water Supply Quantity and Quality 2005 Urban Water Management Plan and [hc operation of Laku blend tc a 's sitmiticandp -h' ty •d i th ~ t C dd[ ~ I ly'i' t th chances would be rcyurcd "fhc City's w2tcr s PI ly Id h - ~~y ifi- tli-~ff-~r ~d by ~ -1 -h 'fhc entice analysis fur the h:el River diversions is located a[ the end of this chnpter. 3.7.2 Wholesaler (Agency) Water Supply Projections 'fhc Cip~ does not mccivc any of in supply Erom a whoLesaLcr. Pot [his reasoq'1'ables 3-12 through 3-11 have been filled in wi[h zeros and "A'~:Y' for not applicable. Table 3-70. WholesaleSupplyReliability- Percent of Normal AFY (DWR Table 21) ..r Wholesale Single Dry Year1 Year2 Vear3 Year4 Surface Water 0 0 0 0 0 Grountlwater wells 0 0 0 0 0 Recycletl water 0 0 0 0 0 of Normal 0 0 0 0 0 r Name dsupply Lagal EmlronmeM' Wafer Oualby Cgmatle N/A 0 0 0 0 N/A 0 0 0 0 'Phe Cih~ map purchase, on a a>ntracmal basis, water from [he Slendocino County Russian River Mood Control and Water Conservation Impnrvemen[ District (Distric[). The Ciry has a w-ater supply agreement with the District drat allows the City to purchase up m S00 iAP of wa[cr annually under the District's permit. "Phis water purchase is considered projec[ water. 3.8 Water Quality 'fhc W"rP was placed into sen ice in Apnl 1992. -fhc W'fP was euns[mcted to treat water collce[ed in the Ranncy- collector. Water is pumped from [he Ranncy collector eo the Wl1', which is located approximately 300 Eeet west of [he Rannq~ collector. 'fhc IXrl-P uses the blierofloc amtad dadfication-filtration technology. 'Phis teehnolog}' is classified ae an ulicrna[ive fdtration teehnoLogv under the State Surface ~Xtater '1Fca[mmt[ Regulations. "treatment processes include peechlorination, adsorptioq darifieatiuq mixad-media }gravity filtra[ioq and disinfection. hiller backwash water generated from [hc water treatment plant processes is di chnrged to two 216,000-gallon clarification reservoirs for recycling. 'trotted water is pumped to a new I5 mg dcazwcll /rc cn~oir &u post ehlorinatiuu. 14om the dcarwell, the water is pumped into the. 3-t0 eaarr m~ re~~e~+ourposu ory S'V OOaO]!WaNnIIWMP10.3i tla 3'. Water Supply ~uanlity and Quality 2005 Urban Water Management Plan distribution svs[cm be ecrtical turbine high service pumps Operation of the treatment plant is arntrolled through nc~ use of a pressure transducer in the City's new IS mg reservoir. Surface water Wells 3 and 5, ahmg with pcrcola[cd groundwater Wull 4, arc equipped with gas chlorination facllitics. In additioq Wcll 3 is cyuippcd with a amtinuous reading turbidimotcr. Bftcr chlorination, water tcom the surface water and perc>lated groundwater well is pumped directly into the disttibmion system. Improvcmcn[s [o [hc W"1'P were a>mplc[cd in September 2006. "phc improvements include an addi[ional \Lcmdoc contact clnri Ficn[ion-Filtration unit Eur rcliabilih~ and ecdundaney, new eblorine scrubber, new sodium hcdroxide tank and dispensing ses[em, new water distribution SC;1DiA system, and high sen-ice pumps. 3.8.1 Water Quality of Existing Water Supply Sources 'fhe yunlity of the Cup's water s'ys[em is mgulated by ll[ lS, which myuires regular collection and [csting uF water snmples to ensure the[ the water yunlity meets mgulatury standards and does not exceed tiLCl s. "Chc City performs water yunlity [csting, which has amsistcndy met or exceeded regulatory standards. "phe qualin~ of existing surface water and percolated },*roundwatcr supply sources over chc nes[ 2i years is expected to be adcyuatc. Surface wa[cr will mntinuc to be treated to dunking water standards, and no surface water ur groundwater yunlity deficiencies arc foreseen to occur in the ncx[ 2i years. Phis plan wJl be subject to five year upda[es that can indudc new infi mnatiun nmccrning surface ur groundwater umtaminatioq iFit becomes nvaJable. If new infomration becomes available in Icss than five years, [hc plan can be updated a[ the[ time to include the[ information and env revised water plans ro address that information. "1'ahlc 3-15 summanzcs the current and projected water supply changes due a, wa[cr yualih'. Wetx Source 2005 ~ 2010 2015 ~ 2020 2545 2030 Russian Rrver 0 0 0 0 0 0 Project Water 0 0 0 0 0 0 Groundwater 0 0 0 0 0 0 Recycled water 0 0 0 0 0 0 3.8.2 Water Quality Effects on Water Management Strategies "I'bc Cih- has a Water Quality ISmergcnq~ Notification Plan (Notfication Plan) for use when it is determined [hat an imminent danger m the health of the water users costs. Within [he Notification Plan, City staff is directed ro contact local authorities, radio statons, television stations, and newspapers. If nemeean-, City personnel arc available [o make door-m-door notifications during the hour that other media sources arc not available to broadcast ~n warning. "Ilre Ciq~ also has developed a water treatment plan[ disinfection failure emergency plan, which describes the automatic shutdown of the chloriuaton system in the case of equipment mal Func[ion. IE the chlorination system cannot be rapidly rcpaticd, the City has nc~ following options: L Start a manual auxiliare chlorinator. 3. Preehlorinan• at the Kenney collector and manuallc chlorinate a[ the dcawcll if myu~ed' 3.11 nnACt m.•awo~. pun,~sos omy swoomm~waienuwMPio-ai aoc 3'. Water Supply Quantity and Duality 2005 Urban Water Management Plan 3. Sari percolating grwndwater Will 4 wi[h an alternative dedica[ed chlorination sestem, and~or 4. Purchase venter From nc~ btillvimv CSX/D or the Willow CWD ehruugh the emergency interne agreement>. Vthough the City does not have a formal emeegeno' plan in place in the event that water cannot be pumped from the Ranncy a9lector, surface water wells, or i[s percolated groundwater well, [he City would initia[c ei[her Option 3 ur Option d as described above, to provide water to its customers. 3.9 Water Shortage Contingency Plan In 1977, the Cih~ of Ukiah adopted a Wa[cr Shortage ISmergeney Plan (sec Apprndix I':), which recognized the possibiliq~ of long or short-temr water shortages. The ordinance is intended to prohibit all mmessen[ial water uses, 'and n. allocate the available water supply during any water shortage cmcrgencv. 'fhc Cin~ has nut needed m dcdarc any water shu[tage emergencies due to lack of water supply. ISmergency situations tha[ have been dedarcd have been the result of problems with water treatment or disrriburiun facilities. 'fhc City has been able to manage these emergency situations 65'restricting the watering ut Ciq' parks and landscaped areas. Notification of any wa[ar shortage emergency condition in the Cit}' will follow the guidelines set Fuah in the Citys lC/ater Quality f?mergence Plan. 'I'hc City- will Frs[ mrtiip local ~authoritics, radio, newspaper, and television media to inf xm them of [he current status oFthc emergenq~. If needed, the City will om[aet neighboring water distritts 5s mutual aid. IE no other means is available, the Cih- will notifc customers on a house-m-house basis of the emergency and what voluntary or mandatory measures need to be implemented. 3.9.1 Estimate of Minimum Water Supply for Next Three Years "I~his section outines the es[ima[ed three-year minimum water supply, nc~ actions and stages described in the Ordinauec that will be implemented in [hc event of a water supply shortage, and the emergency paparedness aced pLms for catastrophic events. iAs was demonstrated by the hypothetical Four-year minimum water supply scenario in Section 3.7.1, a reduction in the Cit's overall water supple dues nut rcyuire the City to dcdarc voluntary ur mandatory' rationing of water because of a shortage of water supply. It should be noted that conditions [hat mac produce reduction in water supply may Iuwer the pumping capauty of the Ranncy collector, surface ware[ wills, and percolamd groundwater wills. Ucmands for the multiple dtv water year scenarios were held ams[ant because of the hisnrty of customers voluntarily reducing water use. "fable 3-IC outlines [he City's minimum supply Eor the next three years. Source Hormel 2005 Yw 1 YNr 2 2006 200'7 Yeu 3 2006 Surface Water 14,460 7,355 7,355 7,355 Project Water 800 400 400 400 Groundwater 1,290 645 645 645 Recycletl 0 0 0 0 Total 16,570 8,400 6.400 8,400 3.72 oanrr m~smow p~t,usa.. umy. S:~U~cs0]!Wa~er~,UWMPi961 roc 3'. Water Supply Cluantity and Quality 2005 Urban Water Management Plan 3.9.2 Stages of Actions Pee Cali6rcnia Water Code Section 10632 (a), the Water Shoetaire 1?mergeney Plan adopted by the City is divided in[o three s[agcs. 'fhe three stages include bo[h voluntary and mandaasy rationing depending nn the severity of the wa[cr supply shortage emergency- ~habk 3-17 shows die three stages and d~cir reprascntativc shortages. Stile No. Wets Supply Cmtlitfone Y. Shortage I Initiated when 15 percent water conservation needs to be met 15 II For funher conservaton andlor stage I is not being met 25-65 III Implemented if stage II is not achieving sufficient reduction 25-fi5 Tbc Ciq~ u~ resporo~iblc fur supplying water fur the health and safety needs of [hc eommuniry. If it appears nc~ City map be unable m supply the normal demands and requirements of the water customcn, d,c Cih~ C,uuncil may, by ecsuluriun, declare a venter emergenq'. Haled on the s'everin- of ds predicted shurhnl.,c, nc~ City will take [he following aaium: Stage I: Voluntary Restrictions. IX'hcn the City Council dedar~ that a Stage 1 water shortage ex~ t, the City will issue a proclamation urging citizens ro institute water conservation mcasums on a voluntary basis. Stage II: Nonessential Water Use. When nc~ City Council declares that a Stage Il water shortage cxis'[s, [hc City will institute mandatory water anv ervahun measures. "I'he City's municipal Code includes prohibition nn use such as Fire hvdmnt use restrictions; exterior irrigation ecstrictiuns; requirement for correction of Teaks, breaks' or malfunctions within a user's plumbing system; mstricdons on waslm~cur, boat, building, and mobile wmcs; resnictiuns tin washing of sidewalks, driveways, and other hard surfaced areas; res[rictiunkn Deleted: i,~~ne wn~~dng rt±~~a~~o, til_e~; swimming pools, and restriction of potable wamr use for dust control purposes. Deleted: of Stage III: Further Nonessential Water Use. III of the mandntory Sragc I I wear use restrictions will continue to be enforced when the Citc C:ouneil declares a Stage I ^ water shortage exists. In addition to the Stage Il restrictions, the Cin' will implement [hc following mcasums: daffy usage allotment of 50 gallons per permanent resident For single Eamilc or duplex and 15 gallons per permanent resident Enr multi-residential unity, all other uses will be limimd to Fifty percent of prior water use foe a svnilae period, restriction on irrigation water, and restrictions roc hand-watering. California Water Cude Section 10632 (c) rcyuires the water supplier to provide consumption reduction methods in the most restrictive stages ofa wa[cr shortage. "Cable 3-18 summarizes the arnsump[ion reduction methods and their projected reductions. Stage Wtam Proixtetl McMOd Takes lteduegon Canaumption Reduegon hkthoda Egect (Y.p Voluntary Reductions I 10 Prohibition of non-essential uses II 15 }~3 DRAFT lar reviewpuryoms Orly. s:~u.oor~onwaienuwuPioai nx 3: Water Supply Quantity and Duality 2005 Urban Water Management Plan Stays When Proixted Uellrotl Takes Retluetlon ConwmpBOn ReAuCtlon Nbthotls EMect r/.p Mandatory Allotments III 25 As the Ciry has never been in a critical situation, these values have been assumed based on reductions observed in oHier cdies. 3.9.3 Prohibitions, Penalties and Consumption Reduction Methods California ~'amc Cndc Sec[iun 10632 (d) requires mandaeor~~ prohibitions against specihc water use practices that may be considered excessive during water shortages. ~Phe City's Municipal Cndc includes parhibition on various was[e ful water uses during a declared water shor[age emer},rency. '1'hesc mandatun~ prohibitions are implemat[ed during a Srage I I or Sage I II water shortage emergency and arc lis[ed in ~Pable 3-19. Stagg When Exemaea of PraMbPoone ProMdtlon BeCbmee Mandatory Use of water from public hydrants for any other purpose than fire II III protection/prevention , Use of water through any meter when the consumer has been given 2 days notice II III to repair any leaks and has failed to complete repairs , Use of water by golf course to irrigate any grounds except those designated as II III tees and greens , 3.14 DHNFi bi review puryosrs Dory. $:~U~nocs0]AWeIe~UWMP10-et9w 3: Water Supply Quantity and Quality 2005 Urban Water Management Plan Slsge When Exempks M Prohlbltlona Prohibhbn BBCerrNe MendMOry Use of water to irrigate grass, lawns, ground cover, shrubbery, vegetable II III gardens, trees, or other outdoor vegetation , Use of water for the construction of any structure including such use in dust II III Control , Use of water to wash sitlewalk, driveway, Street, parking lot, tennis court, or other hartl surfaced area by hosing or by otherwise direct use of water from faucets or II, III other outlets Use of water to fill or refill any swimming pool II, III Use of water to atltl to any swimming pool not equippetl with and using a pool II III cover , Use of water in excess of the daily usage allotment set forth as: Single family or tluplex -50 gallons per permanent resident III Multi-residential units -45 gallons per permanent resident All oUer uses not expressed above shall be limited to 50 percent of prior use far a II I similar period as determined by the Ciry from its records Water to irrigate III Use of walerfor hantl-watering II I :Any customer violating the regulations and res'teierions on water use rcecivos a weittcn warning from the City foe the tact violation. If the violatinn continues and the IJieectoe deteemines three has been a "willful failure to comply" with rho regulations, [he City ma)~ shut off a cusvxmer's water service- 'T'able 3-20 linty the specifies of ehese ehaeges and in what stages they may occur. Penehles a ('hergN Shge When fMrlahy Takes Ellett Penalty for use beyontl reslriQions as describetl in Stages II and III° II, III Penalty for use of water for prohibited uses tlescribed in Table 3-18a II, III • Both firsfand second violatons o/this ordinance wiMin anyone yearpenod shall be inhactions. Any violations fhatconh'nue aRer nolke shall be a sepa2fe offense and shall be punishable as such hereunder further, each day such violation continues shall be considereda sepa2k ollense (Ord. 697, §f, adopletl 19]]J. 3.9.4 Mechanisms for Determining Actual Reductions California Warne Code Section 10632 (i) eeyuires the water supplier to develop a mechanism for determining actual reductions in water use in nc~ a>urse of caaying out nc~ water supply shortage contingency analysis. Water meter monitoring will be used to determine [he amrnmt of watee reductions achieved during droughty. Meehenhme far determlMng aefual rsduedons Trye dne expected Water meter readings Frequent meter readings ~-75 onncno<<e~~ew puaescs o~iy. C.~L~UOe50TWalerdlWMP10 JI Jx 3: Water Supply puantity and Quality ,__ _ 2005 Urban Water Management Plan 3.9.5 Revenue and Expenditure Impacts during Shortages Section 10632 (y~ of the California IX/ater Cudc rcyuires an analyau of [he impacts of each of the achuns taken foe conservation anJ water resrrie[ion on the revenues and exprnditures of the water supplier. "po dace, [he City has no[ experienced shortages where ey has implemented rescrictiocu or prohibrtiuns. In [he _ Dele[etl: d~.~~ rAssoeiation of Hay iArca C3 overnmcnes 2005 Water and Wastewater Revenue Ronds, Scrics A (2005, a ncc srabiliracion fund was establish eu allow [he Cib~ cu use money within this Eund during a period of doereased revenue or increased expenditures until the Cit)r can irtcpl Teter arace increase "Che Ciq_~ would incrcasu in races as a mcawrc tx, overcome revenue impacts. t ~ ~ Nana Of measures CMek N Dlacueeetl Rate adjustment / Development of reserves / ~ ~ Nance of mwuw CMek N Dlecuesetl Reserve Funtl / 3.9.6 Catastrophic Supply Interruption Plan CaliEomia Water Code Section 10632 (c) rcyuires actions to be undertnken be the water supplier to prepare For and implemene adopted procedures during a catastrophic in[crruptiun of water supplies'. The City- has described its emergenn response plan in Division 6, Chapccr 2 - I?mergency Services of ehe City of Ukrab Ci(y 3laaiopa/Code. .; PoeeifYe Calestrophe Cfedcif Ulacueeetl Air pollution / Flre / Flootl bt6 nanFt for remew pu~ases oily s':u~nocswrwa~anuwMaioai aoc 3_Water Supply Quantity and Uuallty _ _ 2005 Urban Water Management Plan .; Popible Cetestrophs CMdcN DlscuseM Storm / Epidemic / Earthquake / Power Outages War / Hazardous metarlels / Environmental tlisaster / 3.17 DFAFT br reviev puryaaes only. S:~.unowonwaieauwvnio-m da Effect of Reduced Eel River Imports on Future Water Supply for City of Ukiah Urban Water Master Plan This report documents analyses conducted to evaluate water supply reliability for the City of Ukiah Urban Water Management Plan. The City holds, among other water rights, a 1954 appropriative water right permit for 20 cfs from Russian River Underflow. This amount corresponds to approximately double the current water use. Physical water availability is expected to be affected by significant reductions in Eel River imports to the Russian River basin. Analyses were conducted to assess impacts to Lake Mendocino operations in response to reduced Eel River imports and to determine the effect on future water supply downstream of Lake Mendocino. The results show sufficient water supply available for the City and that increased diversions by the City will have only minor effects on Lake Mendocino operations. The City does not control Lake Mendocino and can not cause changes to the release requirements or the amount of Eel River imports. Those decisions are controlled by other agencies. The following analysis shows that under a given set of assumptions there is sufficient water to mimic past releases during the summer months with the result that the reduced imports from the Eel River that are expected will not substantially affect the flow in the River. Lake Mendocino may experience significant changes in seasonal water surface due to reductions in imports, but since the City does not take water out of the lake directly it does not directly affect water levels or storage. It is important to note that the source of the City's water right is Russian River Underflow which has several components including, Russian River (West Fork), ungaged tributary inflow, groundwater accretion, return flow, percolation of direct precipitation and natural flow from the East Fork Russian River and Eel River imports. In addition the City pumps percolating groundwater from at least one of its wells. The following analyses treats all water supplies and all water diversions as having an equal effect on the system. This particular assumption as explained in more detail below is a simplifying and conservative assumption; the actual impacts are very likely to be less than the modeled impacts attributable to the City. The first part of the analysis estimates the rate and timing of increased depletions to the Russian River attributable to future City of Ukiah diversions. This is described in Section 1. The second part of the analysis establishes a future baseline condition for Lake Mendocino and the Russian River. This was necessary because hydrological conditions in the Russian River basin have changed over time; future water supply and management will not be the same as historical. Two future baseline scenarios were developed because of uncertainty regarding future water resource management. Because the City has no control over the water supply to Lake Mendocino or Lake operations, the City cannot predict how the system will be operated. Section 2 describes the future baseline scenarios. The third part of the analysis applied the estimated increased City of Ukiah river depletions onto the baseline scenarios to see how streamflows and/or reservoir operations may be affected. This is presented in Section 3. SECTION 1 -Projected Increased Diversions by City of Ukiah City of Ukiah annual treated water production has increased from about 2,200 acre-feet in 1960 to about 4,000 acre-feet in recent years, as shown in Figure 1. Peak water use in the City typically occurs in July. The recent monthly water use pattern by the City was used to project annual water use corresponding to 20 cfs in July. State Water Rights Board (predecessor to the State Water Board) issued a permit pursuant to Application 15704 to the City's to divert up to 20 cfs. Based on 20 cfs use in July and the average monthly water use pattern, the annual use would be 8,394 acre-feet. Though the City has apre-1949 water right for 2.8 cfs and also pumps percolating groundwater, the analysis conducted assumed an ultimate demand of 20 cfs. Historical water use by the City of Ukiah is already reflected in historical Russian River flows. To evaluate future conditions with the City of Ukiah diverting 8,394 acre-feet per year, it was necessary to model an increase in water use corresponding to the difference between the historical use and the projected level of 8,394 acre-feet. A portion of the water diverted by the City for municipal use returns to the groundwater system directly via percolation ponds at the wastewater treatment plant. Essentially all of the water used indoors returns to the groundwater system within the same month as diverted. It was estimated that 15 percent of the outdoor water use returns to the river system (also assumed to be within the same month as diverted). Water use during the winter months was taken to be a good estimate of indoor water use during the rest of the year. For each month, an estimate was made of the fraction of diversion that resulted in depletion to the River system. Figure 2 shows the average monthly water diversion and depletion corresponding to a 20 cfs peak diversion. The annual increase in water use from historical levels up to 8,394 acre-feet per year (corresponding to 20 cfs in the peak month) was distributed by the average monthly pattern of water use and then multiplied by the depletion fraction of diversion for that respective month to estimate the increased draft on the river system corresponding to full use of the City's appropriative right. This increased draft (depletion) was then imposed on the model of Lake Mendocino and the Russian River to evaluate releases or streamflow. SECTION 2 -Future Baseline Scenarios for Russian River In this part of the analysis, models of Potter Valley imports, Lake Mendocino operations and Russian River flows were developed and used to establish a future baseline condition upon which the City's diversions were evaluated. The historical hydrology was used to establish a baseline condition. However, historical events will not be repeated because of two significant resource management changes. In 1986, State Water Resources Control Board Decision 1610 (D-1610) was issued setting forth minimum required streamflows on the Russian River below Lake Mendocino. Operations prior to that time did not need to meet D-1610 requirements. Then in 2004, the Federal Energy Regulatory Commission (FERC) amended the hydroelectric license for the Potter Valley Project. The amended license is expected to significantly reduce imports from the Eel River. In the analysis of future baseline conditions, future Eel River imports were projected by applying the amended FERC license to the hydrology of 1961 through 2006. This resulted in less imports than occurred historically. Lake Mendocino operations were modeled to reflect flood control operations and release of water to meet downstream demands. Downstream demands were projected in two different fashions, creating a Scenario A and Scenario B. In both scenarios. the downstream demand was based on historical irrigation and municipal use and included a projection of the D-1610 requirements to the full 1961 through 2006 study period. Eel River Imports The East Fork of the Russian River receives significant imports from the Eel River via the Potter Valley Project operated by PG&E. The historical imports, excluding the portion delivered to the East and West canals of the Potter Valley lrrigation District, averaged about 141,500 acre- feet per year, as shown in Table 1. This represented about 57 percent of the inflow to Lake Mendocino. Table 2 summarizes the monthly inflow to Lake Mendocino as reported by the US Army Corps of Engineers (USAGE) and shows that it averaged about 250,100 acre-feet per year. On January 28, 2004, FERC amended the license for the Potter Valley Project (Proj. 77- 110). This license specifies minimum flows for both the Eel River and diversions to the East Fork of the Russian River. The minimum diversion to the East Fork of the Russian River is conditioned on time of year and hydrological classification, as follows. Minimum Diversion to the East Fork Russian River Period Classification From Throu h Normal Dr Critical Se 16 A r 14 35 cfs 35 cfs 5 cfs A r 15 Ma 14 35 cfs 25 cfs 5 cfs Ma 15 Se I S 75 cfs 25 cfs 5 cfs The hydrological classification is determined from unimpaired inflow to Lake Pillsbury (located in the Eel River basin). Table 3 summarizes the classification determined in this analysis. The FERC license also includes a condition (paragraph ES on page 63) that disallows diversions to the East Fork Russian River in excess of the specified minimum flows, whenever the storage in Lake Pillsbury is less than Target Storage Curves included in the license. Figure 3 shows the Target Storage Curves. Figure 3 also shows the maximum storage in Lake Pillsbury corresponding to the Certificate of Approval (attached) issued by Division of Safety of Dams on December 4, 1978. The Certificate states that water may be impounded to elevation 1910.0 but the spillway gates must be open from November 1 to April I. The capacity table for Lake Pillsbury (attached), made by PG&E and dated October 2006, shows the top of spillway gates at 1910.0 feet, which corresponds to 74,993 acre-feet of storage. The spill gates are 10 feet tall. The 2006 capacity table shows the spill crest at 1900.0 feet which corresponds to 54,338 acre- feet of storage. These capacities, 54,338 acre-feet from November through March, and 74,993 acre-feet from April through October, are shown as Maximum Storage in Figure 3. Because the Target Storage Curves are above the Maximum Storage levels, Condition ES results in a severe restriction on imports of water through the Potter Valley Project from March 5 to July 17. In an October 16, 2006, letter (attached) from John Keenan, Sr. Vice President, PG&E to Magalie Salas, Secretary, FERC, Mr. Keenan explained that computer modeling conducted in development of the flow proposal incorporated in the FERC license allowed maximum diversions through the Potter Valley Project tunnel during times of spill at Cape Horn Dam (located on the Eel River immediately downstream of the tunnel diversion). Mr. Keenan further explains that the final language of the license did not incorporate that allowance. We do not know why that allowance was not included in the final language. The diversions to the Russian River through the Potter Valley Project during the spring months will be severely restricted by the existing language unless the condition is modified. An estimate was made of future inflows to Lake Mendocino based on Eel River imports being restricted to the specified minimum diversion from March 5 to July 17. While the ES condition would not affect the balance of the year, other requirements of the amended FERC license could affect Potter Valley Project diversions during the balance of the water year. Considerable additional computer modeling would be required to simulate operations in the Eel River basin and even with such a tool, considerable discretion for diversions remains to PG&E.~ Based on the assumption that PG&E would be able and willing to maximize flow through the Potter Valley Project tunnel for power generation, it was decided that using historical imports for the July 18 through March 4 period would be a reasonable assumption in this analysis. Table 4 summarizes the Potter Valley Project import to East Fork Russian River as affected by the ES license condition. Note that (between Table 1 and Table 4) average annual imports drop 37,300 acre-feet or 26 percent. It was assumed for this analysis that an acre-foot less import translated into an acre-foot less inflow to Lake Mendocino on the same day. Downstream Demands on Russian River The historical record of outflow from Lake Mendocino provides an indication of water demand from Lake Mendocino downstream on the Russian River from the East Fork Russian River to Dry Creek. A USACE database provided a daily record of outflow from the lake for water years 1961 through 2006. A monthly summary of Lake Mendocino historical outflow is provided in Table 5. Note that releases from the lake were much higher in the wet season of December through April. These high flows were not intended to meet downstream demand but rather resulted from flood control operations in Lake Mendocino. Downstream demands on the Russian River to Dry Creek during the wet season of December through April were estimated ' Ina ]une 8, 2007, letter (attached) from Randy Poole (General Manager, SCWA) to David Moller (Manager of Relicensing, PG&E), Mr. Poole states, "The Agency and [he County still do not know how PG&E is operating the Project, or whether operating the project using other criterion that is also consistent with the existing Federal Energy Regulatory Commission (FERC) license could have resulted in higher Lake Mendocino storage." Mr. Moller responded to Mr. Poole in a June 22, 2007 letter (attached) and acknowledged that "the reduction in diversions from the Eel River into the EBRR [East Branch Russian River] required by the license amendment was considerably greater than what had been anticipated during the amendment proceeding" but did not provide an explanation of how PG&E is operating the Potter Valley Project. based on application of the D-1610 minimum streamflow requirements to the period of record, 1961 through 2006. Downstream demands on the Russian River to Dry Creek for instream flow, recreation, agricultural use and municipal use during the dry season of May through November were estimated in two different ways, leading to two Scenarios. In both scenarios, historical Lake releases during the dry season were used as a guide. Table 5 shows historical lake releases in the period May through November were typically in the range of 12,000 to 18,000 acre-feet per month. That corresponds to a rate of 200 to 250 cfs. Figure 4 shows the distribution of historical daily releases from Lake Mendocino during the months of May through November. This figure shows the percent of days during May through November that the Lake release exceeded the given value. The median flow was 230 cfs. Only 27 percent of the daily releases were greater than 275 cfs. The higher release rates suggest that there were surplus releases and thus were not considered to represent demands on the Russian River. Scenario A estimated downstream demands on the Russian River for release from Lake Mendocino as the historical daily release capped at 275 cfs. In other words, historical daily releases less than 275 cfs during the dry season of May through November were assumed to be the measure of downstream demand for fisheries, recreation, agricultural and municipal uses. On days when the May though November release exceeded 275 cfs, the downstream demand was assumed to be 275 cfs. D-1610 specifies a minimum instream flow from the East Fork Russian River to Dry Creek for all months of the year. If any of the historical Lake releases during May through November were insufficient to meet the D-1610 minimum requirement, the downstream demand in Scenario A was adjusted to satisfy the D-1610 requirement. The D-1610 minimum streamflow requirement was instrumental in estimating downstream demands in Scenario B. Review of historical gage records on the Russian River between Lake Mendocino and Dry Creek show river flow in excess of the D-1610 requirement. Scenario B downstream demand for release from Lake Mendocino was estimated as the historical Lake release minus the amount that the minimum gaged flow in the river exceeded the D-1610 requirement. Both estimates (Scenarios) of downstream demand on the Russian River were based on historical Lake releases rather than a cataloguing of water rights or water diversions on the Russian River. In Scenario A, the assumption was that historical Lake releases (up to 275 cfs) were necessary to meet demands. In Scenario B, the assumption was that if the historical Lake release, after providing for all diversions and river channel losses, resulted in river flow in excess of the D-1610 requirement, then the Lake release could be scaled back. Scenario B is an inquiry into whether or not there had been historical releases greater than needed. A further inquiry into the actual historical demand would be necessary to confirm this assumption. Lake Mendocino Operational Analysis A spreadsheet model was constructed to simulate Lake Mendocino operations. A daily time step over the 46-year period of record (water years 1961 through 2006) was modeled. A daily record of historical storage content in Lake Mendocino was provided from a US Army Corps of Engineers database. In the operational analysis during the wet season of December through April, releases were made for flood control and to maintain the D-1610 minimum streamflow. Rather than trying to incorporate in the model all the factors involved in flood routing, including discretionary encroachments into the flood reservation, the modeled reservoir content was required to be no greater than the historical content during the months of December through April. During the May through November dry season, the downstream demand corresponding to the respective Scenario (A or B) was released from the reservoir. Also, to reflect the flood rule curve, releases were made during the dry season as necessary to keep the Lake below 91,000 acre-feet of storage. Future Baseline Operations Figure 5 shows the average monthly outflow from Lake Mendocino under historical and projected future conditions. Outflows during the dry season are greater in Scenario A than in Scenario B. [n Scenario A, outflows replicated historical releases up to 275 cfs. In Scenario B, outflows were reduced to the minimum rate needed to satisfy the D-1610 required flow down to Dry Creek. The lesser Lake release during the dry season in Scenario B supports higher Lake levels, shown in Figure 6. Compared to average historical Lake levels, Scenario A Lake levels in July and August are approximately 1 1 feet lower and Scenario B Lake levels are approximately 6 feet lower. SECTION 3 -Modeling of Increased City of Ukiah Diversions in Russian River Future Baseline The effect of the City of Ukiah's increased diversions was then modeled as a change to Future Baseline Scenarios A and B. In Scenario A, it was assumed that the increased depletion to the river system attributable to Ukiah's diversion would necessitate an increased release from Lake Mendocino. In Scenario B, it was assumed that Ukiah's increased depletion to the river would necessitate an increased release from Lake Mendocino whenever that depletion would cause the river flow to drop below the D-1610 minimum flow requirement. Because the City's depletion would affect the river below the confluence of the West and East Forks, there would be times when the increased depletion would not necessitate increased Lake release. If the minimum historical gage flow was at Hopland, Cloverdale or Healdsburg, the increased depletion by Ukiah would necessitate additional release from Lake Mendocino. If the minimum gauged flow occurred at the confluence of the Forks, no additional release would be required. Note that the minimum flow requirement in D-1610 affects the river from the Forks to Dry Creek and is assumed to apply along this entire reach. [t would be possible that the flow could be below the minimum at the Forks, and higher than the minimum at Hopland, Cloverdale and Healdsburg, in which case a release of stored water to maintain the minimum flow would not be required. Figure 7 shows the average outflows modeled for Scenario A, with and without the increased diversion by City of Ukiah. Figure 8 shows the effect on Lake levels due to Ukiah's increased diversion under Scenario A. Slightly greater outflows are required in the dry season, resulting in slightly lower Lake levels. During the wet season, outflows for flood control are reduced, allowing the Lake levels to rebound to baseline conditions. Figure 9 shows the modeled Lake outflows for Scenario B, with and without Ukiah's increased diversion. Figure 10 shows the effect on Lake levels due to Ukiah's increased diversions in Scenario B. Again, slightly greater outflows are required in the dry season, resulting in slightly lower Lake levels, which then rebound to baseline levels during the wet season. Ukiah Valley Groundwater Basin The Ukiah Valley groundwater basin (aquifer) underlies Ukiah Valley and Redwood Valley. Geologic and groundwater characteristics underlying Sanel Valley are similar, however, bedrock effectively separates the Sanel aquifer from the Ukiah aquifer. The Ukiah Valley is the largest of several interior valleys in Mendocino County that fall along the north-northwest trending Maacama Fault Zone. The basement rock is of the Franciscan Complex, of variable but minor water yielding capacity. The valley is filled up to 2000 feet deep with unconsolidated or loosely cemented gravel, sand, silt, and clay deposited through eons of erosion, transport and sedimentation. The valley fill is categorized as three separate deposits. The oldest and lowest unit is the continental basin deposits. [t is estimated to be up to 2000 feet in depth near the axis of the valley. Wells completed in the continental basin deposits produce water slowly because of consolidated, fine-grained material and low permeability. Well yield ranges from 1 -50 gallons per minute (gpm). The second unit is the continental terrace deposits, situated mostly on the periphery of the valley. These deposits are relatively thin (up to 25 feet), have a low permeability and are not a significant groundwater source. The third valley fill unit is the Holocene alluvium, consisting of uncemented gravel, sand, silt and clay deposited in the last 10,000 years. The Holocene alluvium covers approximately 30 square miles throughout broad areas of the flood plain and more narrow bands along the Russian River north of the Forks and along tributary streams. [t is generally less than 100 feet thick but extends up to 200 feet in depth. Consisting of coarse and uncemented sediments, the alluvium exhibits high porosity and permeability, thereby holding a significant quantity of water and transmitting water rapidly. Well yields range from 100 to 1000 gpm. The volume of water available from pumping from upper 100 feet of the most productive portion of the aquifer is estimated at 90,000 acre-feet. Groundwater in the alluvium is hydraulically connected to and interacts with surface flows. The principal source of groundwater is infiltration of precipitation. Other sources contributing to Ukiah valley groundwater are streamflow leakage, deep percolation from irrigation and treated effluent discharged via the City of Ukiah percolation ponds. Water Level in the Ukiah Valley The groundwater table (the underground water surface) fluctuates seasonally, being at its highest level in March or April at the end of the wet season, and at its lowest in October, at the end of the dry season. Seasonal fluctuations range on the order of 5 to 20 feet. Measurements have been taken and recorded over a long time period at a few wells in the valley. Measurements were generally taken twice a year, at the end of the wet season and at the end of the dry season. The groundwater measurements show the water table rebounds during the wet season to about the same elevation in all but abnormally dry years such as 1977. The water table rebounded completely in one year of normal precipitation. Water surface measurements over the long-term show no trend in groundwater levels. A 1986 USGS investigation of groundwater levels in the Ukiah Valley (Ground-water Resources in Mendocino County, California; U.S. Geological Survey Water-Resources [nvestigations Report 85-4258; July 1986) found that, "None of the hydrographs show any prominent long-term declines. Water levels measured during the 1980's are remarkably similar to those measured during the 1960's and 1970's." Bulletin 1 18 of the California Department of Water Resources, updated 2/27/04, in its section on the Ukiah Valley Groundwater Basin (referenced below and attached) states, "Based on hydrographs from DWR monitored wells, groundwater levels in the past 30 years have remained relatively stable. During drought conditions there is increased drawdown during summer months and less recovery in winter months. Post-drought conditions rebound to approximately the same levels as pre-drought conditions." (A third reference regarding Ukiah valley groundwater is: Cardwell, G. T.; Geology and Ground Water in Russian River Valley Areas and in Round, Laytonville and Little Lake Valleys Sonoma and Mendocino Counties, California; Geological Survey Water Supply Paper 1548; 1965.) Wagner & Bonsignore prepared Figures 11 through 14 which show water table hydrographs through 2007 from the available record of long-term monitoring of wells in Ukiah Valley. Figure 15 shows the location of those wells. The hydrographs show the seasonal fluctuation due to the precipitation, the effect of drought in 1977, and the absence of a long-term trend in water surface elevation. Because the alluvium contains and transmits water easily, there is significant interaction between the Ukiah basin aquifer and the Russian River. Water level measurements show that in most years in spring the aquifer is full and spills to the river. At the southern end of the Ukiah groundwater basin, the bedrock rises toward the surface and groundwater must move to the surface stream (Russian River) to move downstream. The predominant movement of water is from the Ukiah groundwater basin to the Russian River. However, conditions fluctuate and occasionally result in some water moving from the river to the aquifer. When the river stage is high, water moves from the river into bank storage, where it is temporarily held until the river stage falls and water drains back to the river. When the aquifer water table is low, as happens toward the end of the dry season, water moves from the river to the aquifer. This is compounded by the effect of phreatophytes (water-loving plants) drawing water from the aquifer. Finally, pumping of wells may cause a localized drawdown of the water table, which may result in flow moving from the river to the aquifer. CONCLUSIONS The foregoing analysis demonstrated that there is sufficient water supply in the Russian River system for City of Ukiah water diversions to approximately double from current levels up to 20 cfs in July. This water supply was projected to be available despite an estimated 26 percent decline in Eel River imports. Impacts on Lake Mendocino water elevations due to increased City of Ukiah diversions were estimated, on average, to be about one foot in September. (Figures 8 and 10). It is likely that the simplifying assumptions made have overstated the potential impact of increased City diversions. The model assumes that an increase in diversion by the City, less an allowance for return flow, necessarily results in an effect on the Russian River. This is not the case. The future diversions are likely to be groundwater extractions with a corresponding lag time between extraction and the resulting streamflow depletion. The timing is important because if the actual depletion takes place in the winter, sufficient water will be available from sources other than lake releases to replace the extracted groundwater. While there will still be a stream depletion it will be less than the already small impact predicted by the model. The foregoing analysis also evaluated how Lake Mendocino and Russian River operations may be affected by the reduced Eel River imports. The analysis showed that demands downstream in the Russian River basin can be satisfied at historical rates (Scenario A), but at the expense of lower levels in Lake Mendocino during the dry season. Alternatively, it may be that historical Lake releases during the dry season were greater than necessary and can be reduced (Scenario B), resulting in less dry season impact to Lake levels. Figures 5 and 6 summarize the change from historical conditions attributable to reduced imports. This impact is the result of regulatory changes and is not the result of any action by the City. phis report identified the assumptions necessary to predict the impact of changes in Eel River imports. These are preliminary determinations for planning purposes based on the best information and analysis currently available. As additional, more accurate information becomes available, this report as well as the Urban Water Management plan it supports may be revised. The City has formally requested Sonoma County Water Agency to assist the City in developing computer models that will more accurately predict the impact of reduced Eel River diversions on the City's water supply and the water supply of upstream and downstream water users. [t will take time to develop this additional analysis. The UWMP will be revised as additional and more accurate information becomes available. 7/23/2007 TABLE 1 Eel River Imports to East Fork Russian River (acre-feet) Excluding Imports to Potter Valley Irrigation District Canals VW Oct Nov Dec Jan Feb Mar 1861 15,128 17 843 18,471 18,110 18,274 18,402 1962 17,646 13,349 18,362 18,801 16,628 18,402 1963 16,168 18,155 78,319 18,330 16,693 16,024 1964 12 439 16,051 17,930 18,500 17 034 14,fi99 1965 15,760 17,985 15,472 18,429 16,811 9, 366 1966 16,590 10,740 13,571 18 439 16,746 17,736 1967 17,902 17,171 18,693 18 755 16,841 77,739 1968 15,045 10,391 17,744 18 553 17,351 18,410 1969 15,907 77,487 17,817 17,683 15,959 17,712 1970 16,976 14, 798 12, 907 17.780 16,300 17,627 1971 16,084 15,834 18,671 18,618 17 042 18,673 1972 9,356 10,480 15,122 18,411 13,179 17,910 1973 15,971 17,633 12 242 16,757 16,731 16,820 1974 6,315 1,580 18,728 15,655 13,558 17,661 1975 1 fi,444 17, 015 16,2d6 15,486 14,201 17,048 1976 18,113 17,627 17,604 8,255 5,588 7,242 1977 15,945 15,654 7,270 3,285 512 1 G36 1978 804 2,233 9,402 17,147 16,138 17,717 1979 14,530 17,423 7,186 12,210 16,626 18240 1980 16,897 16,763 18,d43 18,062 17, 379 18,286 1981 17,421 13,184 14,273 11,379 16,636 17,653 1982 19,579 16,568 19,117 19,434 18, 052 19,698 1983 9,616 13,018 17,354 19,282 17 fi49 19,482 1984 4,641 10,940 16,207 19.133 18,115 19,373 1985 17,854 17,966 18,340 18, 791 17,158 19,341 1986 17,596 9,656 15,591 14,258 13,901 iQ188 1987 17,933 7,591 5,248 5,383 12044 17,929 1988 6,064 5,359 15,759 17,500 17,020 8,392 1989 4877 8,333 17,933 17,867 72,758 17,963 1990 16,id4 11492 9,142 16,390 16,644 16,685 1991 19,123 14,587 4,897 2,202 2,497 16,203 1992 15,743 11,681 5,002 8,36fi 12,879 19,772 1993 8 d06 8589 13,734 16,806 16,423 19,835 1994 18335 12,049 10,885 8$13 11,546 13,990 1995 5,092 5,568 3,721 3,557 5,308 3,160 1996 5,439 7,672 12,522 16,070 18,333 19,569 1997 17,201 11,621 16,465 13,113 it d29 9,9fi9 1998 9,557 17,338 16,263 18,084 14,737 20,236 1999 17,746 17,058 17433 11,586 9,894 78000 2000 10,127 12,750 11,711 13,002 16,657 17 877 2001 9,527 11,054 2,662 3,933 3293 7,094 2002 548fi 11,709 18,183 17,128 17,276 18,335 2003 5,159 6,189 7,917 7,914 13,960 16,225 2004 10,292 9,352 16,828 18,250 14,620 16,860 2005 6,292 6,827 11766 16,092 14,420 16,619 2006 6,770 5,590 3,464 11,006 12.333 9,156 Average 12,870 12,390 13,757 14,615 14,199 15,946 (cfe) 209 208 224 238 256 259 Source: 1976-83 & 1987-2006: per USGS gage #11471099; 1961-75, 1984-86: USGS gage #11471000 reducetl to refle Apr May 17,514 16,886 16,376 7,533 17,211 iQfi57 3,926 3,655 16,997 16,995 17,642 12,918 17,405 17,211 11,005 4,146 16,526 16,826 6,124 5,163 16,290 17,207 15,295 13,541 17 817 13,415 17,533 17,187 16,029 15,667 6,555 2,339 253 838 17,752 18,482 17,112 18,538 17,957 16,009 11,703 7,9fi2 19,270 19,593 18,806 18,667 15,041 6,293 12,014 3,377 10,Sfi8 6,040 6,952 5,568 4,854 5,966 17,971 11,964 3,193 6,788 18,248 15,069 15,192 11,193 19,055 19,420 5,597 5,978 5,770 6460 19,295 18,601 6,936 6,357 19,464 18,157 12,072 12,054 10,441 10,251 11,582 6,250 6,990 5,371 15,297 17.405 10,401 6,454 12972 9,555 12 240 13,337 13,157 11,421 221 186 ct portion to PVID. Jun 10,048 8,331 10,689 3,120 10,129 6,276 14,729 5,421 12,256 6,490 12,325 4,628 6,897 13,294 10,613 2,991 1 201 16,328 9,416 10 987 7,835 18,456 15,931 3,828 5,964 6,166 4,800 5,891 5,401 13,151 8 382 6,024 17,322 3,513 5,320 11,929 6,676 18,292 7,496 6,867 4 717 4,199 9,318 5,227 8,688 7,045 8,578 144 Jul Aug Sep Total 5,998 6,074 75,430 176,176 10,421 10,600 9,333 165,781 9,684 10,298 10,233 178 462 6,363 6,928 8,532 129,186 10,392 10,746 14,049 173,133 9,678 10,497 14,440 165,273 14,455 14,702 15,484 201,088 10,010 10,092 10 470 148,637 10,057 10,249 14, 273 182,751 6, 391 6, 848 13,174 140, 577 4,867 3,095 6,680 165,386 11,640 8,634 14,186 152,382 7,042 8,958 13,401 181,884 4,983 4,253 12,309 143,057 6,758 6,367 14,299 166,172 4,050 4,685 10,919 105,968 1,583 1,450 577 50,005 8,896 8,813 11,859 145,572 8,466 8,432 16,415 164,595 6,056 3,348 15,154 175,339 6,700 5,169 11,342 141,257 8,281 8,791 15,039 201,859 15,374 14,876 3,420 183,474 5,087 8,992 7,110 134,760 8,417 7,309 14,990 161,520 6,004 5,723 8,571 133,245 5,578 4,544 4,017 97,586 5,389 5,009 4,883 102,087 6,030 5,893 6,311 133,301 4$94 6,060 16,786 137,068 8 210 5,667 7,363 122,447 7,075 6,286 5,816 125,02fi 9,812 6,897 14,658 170,958 3,695 7,168 3,9d9 10512C 5,336 5,135 5,486 59,913 8571 9,285 17 036 164,323 6,308 8,118 9,648 123,842 8,303 7,293 12,012 179,735 6,601 6, 631 6,113 144,683 6,857 6,986 7,607 131,333 3,106 2916 3437 69,77C 4,227 4,425 4292 117,622 7,686 7,946 13,331 128347 5,25fi 5,540 5,879 124,961 7,337 6,952 6,738 122,05E 6,861 6,690 7,097 101,59C 7,271 7,160 10,138 141,505 178 116 170 195 COULFOt Zxls.leUlesl 2 5 7/2312007 WY OM Nav Dec 1961 15,297 19,353 35,969 7962 17,572 14,573 26,744 1963 22,237 19,067 30,506 1964 12.984 26,918 19,950 1965 14,775 25,337 96,216 1966 15,652 15.517 19 055 1967 17,727 20,591 36,072 1968 14, 920 10, 306 19, 006 1969 16,231 17,939 51,030 1970 17,677 15,279 35,955 1971 17,fi17 23,457 60,891 1972 9,243 11 fi87 23,838 1973 17,852 21,fi80 26,997 1974 7,525 21,212 51,285 1975 19,248 18, 391 19,371 1976 18 938 19,262 19,958 1977 17,312 17,124 8,817 1978 1785 4,659 25,052 1979 15,253 17,885 8,303 1980 19,688 29,925 34,350 1981 18,147 14,025 16,782 1982 19,482 47,749 61,721 1983 10,818 25,510 51,563 1984 6,042 36,889 64,059 7985 20,361 35,788 25,143 1986 19,488 13,266 22,340 7987 19,393 9,443 6,684 1988 9,021 7,859 36,899 1989 4,864 13,837 26,738 1990 17,756 12,302 10,148 1991 19, 411 7 5, 081 5, 377 1992 15,912 13,387 5,937 1993 9,352 8,878 32,045 1994 17, 463 11, 377 12, 708 1995 4,933 7,730 10606 1996 6,672 8,866 27,981 1997 16,671 12,802 40,755 1998 9,560 20,743 27412 1999 17,941 17,504 23,477 2000 13,496 13,922 10,929 2001 9,695 14,023 5,256 2002 2,231 19,670 53,382 2003 5,917 5,911 45,152 2004 11,084 9,069 44,426 2005 8,737 6,647 28,723 2008 7,738 8,862 76,141 Average 13,733 16,980 30,908 TABLE 2 Lake Mendocino Historical Inflows (acre-feet) Jan 21,350 23,752 23,463 37,988 65,525 53,211 57,537 38,010 74,429 110,638 57,085 28,255 64,563 56,690 23,157 10 469 4,fi97 64,933 25,867 67,522 31 528 52 842 53,134 25,595 20,793 33,747 13,301 51 859 28,626 26,232 3,229 10,407 78,972 13,240 87,312 56,439 68,111 77,942 20,987 22,784 9,225 43,203 37,637 38,623 39,394 63,188 42,119 Feb 41,842 47,408 37,885 20,182 21,509 32,595 25,587 36,419 59,079 33,783 20,]04 23,586 46,509 30,369 65,981 14,061 1,654 57,155 54,269 55,677 28,459 50,875 62,72d 31,587 28,660 107,1 B6 23,901 20,886 16,102 28,398 3,747 37,181 40,537 24,540 12 325 43,506 19,589 112,566 59,025 56,849 21,251 27,640 23,310 62,514 24,137 35,447 37,691 Mar Apr May 42435 22,203 20,265 43,770 20,896 7835 29,104 52,604 21,930 17,477 5,252 3,437 12,845 28,620 19,012 24,258 19,752 12,554 32,930 38,662 22,011 29,417 14,027 4,923 31,016 21,626 17.897 27,946 9,350 5,778 39,662 21479 20,543 26,599 19,936 14,519 35,636 21,908 13,198 58,767 43,072 22,183 76,351 24,675 19,777 16,023 11,157 3,586 3,104 811 1,819 44,674 36,534 22,035 38,585 19,785 20,375 38,063 24,560 19,200 29,889 15,959 9,207 43,841 67869 20,926 112,129 d4,202 2fl 049 30,199 20,140 8583 30,308 76,661 3,913 56,230 15,327 6,968 37,827 10,622 6,891 9,503 7,295 8,426 59,287 24,445 14,864 23,824 3,719 8287 41665 20,295 15,499 29,397 17,415 13,091 31226 26,325 23,413 15,767 6,891 6,661 68,423 19,018 17,959 38,539 26,529 22,209 17,147 8,432 7,313 41,776 38,403 27,251 48,780 25,165 13,877 35,179 13,567 12,442 19,240 13,161 7 488 25,024 8957 6,795 27,872 41390 31,423 25,807 12,944 8,715 34,108 26,164 23,491 59,848 53,910 20,434 36,119 22,646 14,601 Jun 9,826 7 942 12,282 1,478 10,225 5,106 17,610 3,354 13,859 5,816 14,309 3,677 8,333 16,003 12,974 2,660 1 412 16,386 9,247 12,312 7,454 17,913 18,560 8,053 4,126 5,590 4,380 7,260 9,Ofi7 13,fi44 7,Sfi5 fi,895 22,086 3,382 7,123 13,238 6,496 24,105 8,220 8,575 5,687 5,794 11,318 8,414 14,232 10,261 9,657 Jul 4,320 10,217 10,933 4,538 10,374 10,253 15,511 10,624 10,566 5,651 3,981 1o,7eo 7,238 5,960 8,608 3,447 547 7,625 7,381 7,684 6,028 8 398 15,787 4,637 7,397 5,375 4,810 6,357 9,285 2,860 7,032 8,301 9,852 3,765 5,363 10,419 5,395 12,803 7,724 7,851 4,364 5,209 9,842 8,210 9,209 6,938 7,601 Aug Sep Tota 4,965 16,132 253,971 10,630 8,803 240,14( 10,949 10,332 281,29E S,BfiS 8,172 164,241 10,505 12,881 327,82£ 11 421 15 894 235,267 15,628 1fi,052 315,91E 12,266 11,782 205,25 10,459 15,021 339,15: 6,651 14,093 288,61° 1,587 6,210 287,52E 9,755 14,694 196,56<- 7,404 15,172 286,48<- 4,259 15,079 334,40< 9,136 16,429 314,09<- 5.709 11,171 136,441 1222 2,093 60,61. 7.988 11,738 320,56: 7,097 15,505 239,551 5.417 16.082 330,461 3,612 10,320 191,41. 8,797 15,781 416,19 15,144 4,167 441,781 9,634 6,843 252,26: 7,301 17423 217,86E 4,871 9,529 299,911 5,970 6,724 149,94 S,BOB 5,314 17fi 48E 7,849 6,327 221,28: 4,314 16 465 167,945 4,267 6,008 149,17: 7,099 6,835 171,85E 7,404 14515 302,601 7,170 3,642 126,615 5,709 5,488 25198E 10,084 16,866 287 35: 8,430 9,689 220,83' 13,117 12927 418,60( 8,959 11,272 262,93' 8,789 7,115 211,49<. 3,939 4,223 117,55: 5,635 5,427 208,96E 8,723 13,990 262,48 6,200 4,899 240,90E 6,811 7,024 22867E Q 343 6,803 355,71' 7,628 10,629 250,11: (MS) 223 285 503 685 877 587 381 238 182 124 124 179 346 Source'. USACE. cou~rona:, ~amesl,z s 7/23/2007 TABLE 3 Projected Hydrological Classification for Inflows to Lake Pillsbury Potter Valley Project (FERC 77-110) JAN FEB MAR APR MAY JUN-DEC 1961 Normal Normal Normal Normal Normal Normal 1962 Normal Normal Normal Normal Normal Normal 1963 Normal Normal Normal Normal Normal Normal 1964 Normal Normal Normal Normal Normal Normal 1965 Normal Normal Normal Normal Normal Normal 1966 Normal Normal Normal Normal Normal Normal 1967 Normal Normal Normal Normal Normal Normal 1968 Normal Normal Normal Normal Normal Normal 1969 Normal Normal Normal Normal Normal Normal 1970 Normal Normal Normal Normal Normal Normal 1971 Normal Normal Normal Normal Normal Normal 1972 Normal Normal Normal Normal Normal Normal 1973 Normal Normal Normal Normal Normal Normal 1974 Normal Normal Normal Normal Normal Normal 1975 Normal Normal Normal Normal Normal Normal 1976 Dry Critical Dry Dry Dry Dry 1977 Dry Critical Critical Critical Critical Critical 1978 Normal Normal Normal Normal Normal Normal 1979 Normal Dry Normal Normal Normal Normal 1980 Normal Normal Normal Normal Normal Normal 1981 Normal Normal Normal Normal Normal Normal 1982 Normal Normal Normal Normal Normal Normal 1983 Normal Normal Normal Normal Normal Normal 1984 Normal Normal Normal Normal Normal Normal 1985 Normal Normal Normal Normal Normal Normal 1986 Normal Normal Normal Normal Normal Normal 1987 Dry Dry Normal Normal Normal Normal 1988 Normal Normal Normal Normal Normal Normal 1989 Normal Normal Normal Normal Normal Normal 1990 Normal Normal Normal Normal Dry Dry 1991 Dry Critical Critical Dry Dry Dry 1992 Critical Dry Normal Normal Normal Normal 1993 Normal Normal Normal Normal Normal Normal 1994 Normal Normal Normal Dry Dry Dry 1995 Dry Normal Normal Normal Normal Normal 1996 Normal Normal Normal Normal Normal Normal 1997 Normal Normal Normal Normal Normal Normal 1998 Normal Normal Normal Normal Normal Normal 1999 Normal Normal Normal Normal Normal Normal 2000 Normal Normal Normal Normal Normal Normal 2001 Dry Critical Dry Dry Dry Dry 2002 Normal Normal Normal Normal Normal Normal 2003 Normal Normal Normal Normal Normal Normal 2004 Normal Normal Normal Normal Normal Normal 2005 Normal Normal Normal Normal Normal Normal 2006 Normal Normal Normal Normal Normal Normal COULFOi6.xls. year type ]I23I200] TABLE 4 Estimated Future Imports to East Fork Russian River (ac-ft) WY Oct Nov Dec 1961 15,126 17843 18,471 1962 17,646 13 349 18,362 1963 16,168 18,155 18,319 1964 12 439 16,051 17,930 1965 15 7fi0 17,985 15,472 19 fi 6 16, 590 10.740 13, 571 1967 17, 902 17,171 18, fi 93 1968 15, 045 10, 391 17, 744 1969 15,907 17 487 17,817 1970 16, 976 14, 798 12, 907 19]1 16,084 15,834 18671 1972 9,356 10 480 15,122 1973 15.971 17, 633 12, 242 1974 6,315 1,580 18,726 197 5 16, 444 17, 015 16, 246 1976 18,113 17 627 17,604 1977 15,945 15,654 7,270 1978 804 2,233 9,402 1979 14,530 17423 7,186 1980 16,897 16763 18,443 1981 17,421 13,184 14,273 1982 19, 579 16, 548 19,117 1983 9,616 13,018 17,354 1984 4,641 10,940 16,207 1985 17, 854 17, 966 18, 340 1986 17,596 9,656 15,591 1987 17,933 7,591 5,246 1988 6,064 5,359 15,759 1989 4,877 8,333 17,933 1990 16,144 11,492 9,142 1991 19,123 14,567 4,897 1992 15,743 11 681 5,002 1993 8,406 8,569 13,734 1994 18,335 12 049 10,885 1995 5,092 5,568 3,721 1996 5439 7,672 12,522 1997 17,201 it 621 16,465 1998 9,557 17,338 16,263 1999 17, 746 17, 058 17, 433 2000 10,127 12, 7 50 11, 711 2001 9,527 11054 2,862 2002 5,486 11 709 18,183 2003 5,159 6,189 7,917 2004 10,292 9,352 16,826 2005 6,292 6,827 11,766 2006 6.770 5.590 3,4fi4 Jan i 8,t 10 18,801 18,330 18,500 18,429 18 439 16,755 16 553 17,683 17,780 18,618 18,411 16,757 15,655 15 486 8,255 3,285 17,147 12 210 18 062 11,379 19,434 19,282 19,133 18,791 14,258 5,383 17,500 17,867 16,390 2,202 8,366 16,806 8,513 3,557 16,070 13,113 18,084 t 1,586 13 002 3 933 17,128 7,914 18,250 16,092 11,006 Feb 1 fi 274 1 fi 626 16,693 17,034 16,811 16,746 16,841 17,351 t 5 959 16,300 17,042 13,179 16.731 13,558 14,201 5,586 St2 16,138 16,626 17,379 1 fi 636 18,052 17.649 18,115 17,158 13,901 12,044 17 020 12 758 16,644 2 497 12,879 16,423 11,546 5,308 18,333 11,429 14,737 9,894 16,657 3,293 17,276 13,960 14,620 14,420 12,333 Mar Apr May 4,788 2,083 3,501 4,796 2.083 3,501 4,768 2,083 3,501 4,763 2,083 3,501 4,320 2,083 3,501 4,782 2,083 3,501 4,fi39 2,083 3,501 4,768 2083 3,501 4,702 2,083 3,501 4686 2,083 3,501 4,657 2,083 3,501 4,248 2,083 3,501 4,183 2,083 3,501 4,763 2,083 3,501 4,584 2,083 3,501 4,467 1,765 1,537 321 298 307 4616 2,083 3,501 4 723 2 083 3,501 4,786 2,083 3.501 4,770 2,083 3,501 5,004 2,083 3,501 4,893 2,083 3,501 4,930 2,083 3,501 4,898 2,083 3,501 4,873 2,083 3,501 4,745 2083 3,501 4,717 2,083 3,501 4,344 2,063 3,501 4,879 2083 1,537 2 083 1,765 1,537 4,990 2,083 3,501 4,994 2,083 3,501 4,897 1 765 1,537 2,765 2,083 3,501 5,006 2,083 3,501 3,491 2,083 3,501 5,056 2,083 3,501 3,084 2,063 3,501 4,875 2083 3,501 1,606 1 765 1,537 4,897 2,083 3,501 4,556 2,083 3,501 4,760 2,083 3,501 4,374 2,083 3,501 4,005 2,083 3,501 Jun 4,463 4,463 4 463 2,380 4,463 4 463 4,463 4,463 4463 2,380 4,463 4,463 4,463 4,463 4,463 1 488 298 4463 4,463 4,463 4,463 4,463 4,463 4,463 4 463 4463 2,380 2,380 4 463 1,488 1488 4,463 4,463 1,486 4 463 4 463 4,463 4 463 4 463 4,463 1,488 4,463 4,463 4,463 4 463 4 463 Jul 5,169 7,462 6,909 4,610 7, 528 7,346 9,383 7,308 7,230 4,373 4,943 9,721 5,713 4,453 5,663 2,700 964 6 605 6,476 5,151 5,000 6,385 10,905 5,606 6,825 5 284 4,015 4,058 5,328 2,452 4,596 5,601 5,897 2,761 4,842 6 712 5,369 5,685 5 627 5,544 2,241 4,461 6,171 4,994 5,603 5,588 Aug Sep Total 6,074 15,430 127,332 10,600 9,333 127,024 10 298 10,233 129,920 6,928 8,532 114,750 10,746 14,049 131,149 10,497 14,440 123,198 14,702 15 484 143 616 10,092 10470 121 768 10,249 14,273 131,351 6,846 13,174 115,805 3,095 6,680 115,871 6,634 14,186 113,383 6 958 13,401 119,634 4,253 12,309 91,661 6,367 14,299 120,351 4,685 10,919 94,748 1450 577 46,881 8,813 11859 67663 8,432 16415 114,070 3,348 15,154 126,030 5,169 11,342 109,221 8,791 15 039 137,99fi 14,676 3420 121,059 8,992 7,110 105,721 7,309 14,990 134,177 5,723 8,571 105,501 4,544 4,017 73483 5,009 4,883 88,334 5,893 6,311 93,691 6,060 16766 105,09E 5,667 7,363 67804 6,284 5,816 86,409 6,897 14,658 106,450 7,168 3,949 84,89E 5,135 5,486 St,521 9 285 17,036 106,122 8,118 9,648 106,501 7,293 12,012 116,271 6,631 8,1 t 3 107,21' 6,986 7,807 99,50° 2,916 3,437 45,85E 4,425 4,292 97.904 7,946 13,331 83,18'. 5,540 5,879 100,56: 6,952 6,738 89,111 6,690 7,097 72,58'. Average 12,870 12,390 13,757 14,615 14,199 4,397 2,016 3,218 3,868 5,597 7,160 10,138 104,226 Avg (cFS) 209 208 224 238 25fi 72 34 52 fi5 91 116 170 GOULFOI] xls, naw montM1ty Impatl n23rzom WV Oct Nov Dec 1961 15,081 17,844 3,638 1962 17,786 8,773 3,736 1963 9,265 22,900 34,32fi 1964 13,246 37,859 13,198 1965 12,341 6,482 61,137 1966 15,850 26,123 14,105 1967 17,171 28, 201 28, 666 1968 19,895 13, 065 13,845 1969 11,475 11,217 46,535 1970 13,789 15,134 37,802 1971 10,786 5,355 62,760 1972 12,058 8,626 6,377 1973 16,909 16,592 22,051 1974 18,716 3,045 49,586 1975 23,499 13,097 8,198 1976 19, 666 11, 558 16, 50 7 1977 10,717 9,971 5.687 1978 2,552 885 431 1979 12,070 16,737 10,981 1980 12,125 27,778 32,186 1981 14, 255 11 445 15, 457 1982 9,789 20,947 61,537 1983 9,624 19,553 58,148 1984 13,983 36,469 54,448 1985 10,347 32,931 25,120 1986 10,402 9,311 20,716 1987 10,805 9,121 9,270 1988 14,037 9,021 3370 1989 9,080 5,121 8,599 1990 9,870 9,133 9,501 1991 16,954 15,728 5,149 1992 12,987 7,163 5,449 1993 12,927 8 757 8945 1994 24,413 11566 9,441 1995 7,952 5,125 4,466 1996 14,006 11,963 7,825 1997 15,588 13,450 33,169 1998 11,435 9,739 5,804 1999 16,105 17,113 23,611 2000 17, 515 12, 091 10,107 2001 13,087 9,539 10415 2002 11,295 5,351 43,581 2003 14,195 6,633 3,286 2004 14,288 10,579 25,009 2005 10,755 9,921 10,059 2006 14,031 10,828 21835 Average 13,581 13,648 20,988 TABLE 5 Lake Mendocino Historical Outflows (acre-feet) Jan 19,496 17,824 15,408 42,423 88,416 42,738 32,660 35,661 83,fi54 111,fi24 fi9,020 21 902 67,617 58,850 13,789 9,800 1 330 52,658 22,652 69,538 22,254 54,171 42,189 34,235 20,492 32,093 8,413 47,614 28,746 18,628 5,242 11,032 77,fi47 11,138 58,684 42 751 75,790 74,536 21.063 6,282 7812 47,783 36,621 45,416 24,638 98,191 39,798 Feb 42,941 46,440 44,944 13,597 18,518 32,460 44,861 37,673 51,839 29,021 11,048 22,725 52,657 17,320 64,999 8,285 994 57,642 52,854 56,064 36,508 52,806 63,799 31,065 33,058 107,801 1,570 17,705 12 732 25,655 2,053 33,322 39,154 23,596 19,770 46,647 19,201 112,459 59,628 43,389 2,199 23,782 22,906 56,932 24,366 31,273 15,875 Mar Apr May 41,479 21,049 15,309 40,140 15,239 6,555 22,667 49,104 21,186 13,115 6,918 5,171 10,275 22,854 15,188 27,561 10,618 12,758 27,844 35,538 14,827 29,193 5,484 4,122 31,861 9,918 16,704 25,924 4,985 4,754 15,075 21,438 17,986 17,453 12,149 13,964 20,696 8,581 10,659 28,061 57,924 21,180 64,751 17,016 20,210 1fi,374 3,370 9,939 819 2,884 5,332 37,994 26.333 17,598 28,549 11,402 19,901 29,873 15,195 17,043 25,903 9,500 8720 32 310 61 495 18 700 109,936 40,199 25,603 15,327 18,109 7,123 6,956 15,099 8949 45,782 10,436 10,617 26,540 8,218 11,379 7,976 10,453 11,486 44,692 22,780 13,259 11,314 3,675 6,708 21,232 19,291 14,474 13,338 15,471 13,514 15,773 23,002 22,643 10,259 5,048 4,791 49,103 17,542 19,545 26,548 22,115 22,345 11,155 10,520 12,664 26,870 35,156 25,021 28,115 24,507 13,647 26,345 10,724 12519 2,117 4,454 7,542 7,954 11,761 11,905 12,775 33,117 34,298 16,568 11,395 12,619 18,062 24 272 23,045 49,240 53,165 19,267 25,915 '19,120 14,412 Jun 14,269 7,869 10,846 67os 9,100 9,404 16,039 11 260 14,043 13,166 15.539 12,732 15,388 15,287 16,261 15,723 9,689 16,806 12,006 13,567 13,386 17,209 15,715 11,321 15,705 13,760 12,005 6,934 15,309 9,824 8,770 14,551 20,790 9,623 10,322 13,945 11,776 24,274 12,543 15 432 10,683 14,465 14,903 16,218 13,352 13,252 13,343 Jul 19,988 11,560 9,878 14,140 12,226 14,716 13,912 16,699 16,164 17,245 14,993 17,250 19,934 15,602 15,666 18 397 11 845 16,086 16,385 16,329 20,869 13,832 15,745 17,571 16,895 17,419 15,759 11,645 18,902 13,417 13,027 15,938 15,721 13,287 13,348 17,927 15,526 15,827 18,685 17,865 11,564 17,089 17,913 17,726 15,664 14,883 15,723 Aug Sep Total 22,828 22,183 256,104 12,494 11,705 200,12[ 10,574 13,432 264,529 13,637 12,204 194,214 14,287 13,577 284,404 15.202 14,876 236,411 17,725 19,637 297,28[ 15,061 11639 213,597 16,628 12,982 323,01E 17,800 13,875 305,119 17,855 14,206 275,462 18,125 75,854 179,21E 19,101 14,589 284,974 20,513 24,621 330,70E 19,065 19,397 295,94E 15,640 13,434 158,694 10,526 5,758 75,55: 18,197 12,508 259,67[ 17,976 15,397 234,911 17,993 14,331 322,022 17,295 13,761 209,371 19,306 14,402 376,504 14,299 14,100 428,912 12,689 12,291 264,63[ 13,764 12,379 211,69E 16,497 14,931 309,76E 15,236 14,503 142,81E 10.237 9,818 160,497 18,780 11 881 209,88( 14,891 11 668 144,284 13,589 12,819 148,32E 17,323 14,371 174,461 15,864 13,224 274,64E 12,807 14,048 150,01E 15,999 13,643 235,49'- 16,190 14,024 258,28 15,334 13,625 247,801 19,619 19,710 380,451 20,950 19,167 275,13: 19,879 14,221 206,36E 11,504 13,132 104 04E 16,049 15,1fi5 226,181 17,166 15,492 229,30: 12,909 11,937 251,59'. 15,412 13,948 203,49: 15.059 12 492 353,51 E 16,128 14,282 242,81 (cfs) 221 229 341 647 646 421 321 234 224 256 262 240 336 Source: USACE. cou~rmzas, ~aeiesi zs 0 0 N M N d 1/1 d Y 2~ J L R Y O T Y U 3 LL O O O O O O O O N O ~ O ~ O N ~ ~ M M N N ~eaA gad 3aaj-aa~y N O O N N O O N W O W O W m M m m O O m aD O L Q~ ~ Y a c N OD t0 ~' U m rn N r m O O O O O O M O O O O O O ~ ~ O N m C N L N Y O O ti X O 0 V 0 a N c") N r N O ~ O N N r r (s;~) a;ea mod j a6e~any N O d U) m Q 3 7 C N >_ O m C, C' N I C O N N ~_ C O a d O c_ ~I c, 41 N' C O y N C a a t m Y O 6 X 0 N O 0 v r 0 0 N N n 0 0 0 0 0 0 0 0 rn ro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r co ~n v ~ (;aa;-a~ae);ua;uo~ a6e~o;S 0 0 0 0 N 0 0 0 0 d d J Q U d m m `o ~ ~ m! IH'. m m m m ~ 'o ~ ~ m m H Q G ~ `o '', ~ i~l ~i rn ~ l u; T m m c o m ~ .- E E X (0 N ~ ^ I O Z 1~ 0 o~ y m m 0 a x 0 LL 0 U 0 0 N M N (~ { ~ 1 ~ N 1 ~ .~ f r 1 y L l M R d Y l7 J a d 3 LL ~ ~ ~ ~ o O O O O O O O O O O O ~ [~ V M M N O N O ~ (s;a) mog;no ouloopuay~ a~e~ ~eol~o;slH d V C A d K W c d d a m Z U 3 0 0 0 N r O J 0 U ~mrzom FIGURE 5 -Lake Mendocino Outflows Average for Water Veers 1961 - 2006 700 600 b 500 u ~ 400 LL of 300 m d a 200 100 0 Historical _-. f ... _. _. _.__ + t _ .. - _ _. l - J: JA _ f h r Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep ~ Historical ® Future Baseline Scenario A D Future Baseline Scenario B J~~, Future Baseline Scenario A Future Baseline Scenario B Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Annual 221 229 341 647 646 421 321 234 224 256 262 240 336 210 186 209 578 624 276 185 216 219 247 249 230 284 161 125 436 637 640 281 185 140 179 224 226 187 284 Future Scenarios. Inflow to Lake retluced by FERC license condition E5. Scenario A' May-Nov tlownslream tlemantl = historical release cappetl at 275 cfs. Scenario B'. May-Nov tlownslream tlemantl = historical release minus excess River flow above D-1610 regmt. cou~om,i~. e.xim. a~mmn r 0 0 N m N Approximate Storage Content (ac-ft) 00 °0 00 00 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO I~ (p ~ V M N d J N d b ~ O d N 7 Q ~ 0 ~ C ~ ~C1 H 'fl d ~ ~ d ~ ~~" A Y R J l0 W ~.' t7 LL ~ ~ ~ M ~M N N ~ ~ O O ~ ~ ~ ~ ~ r r~ ~ ~ ~ r (isw anoge;aa;) uoi;enai3 aae;ing ~a;eM d d ~-~ 07 O m I N ~ C U N C_ J ~ ~ N c6 m N c ~ ~ ~ I~ T (0 O d ~ Q N U i V1 N C f0 ~ I ~ I m N n ~ ~ ~ m I ~ U N ~ J O Z U y d v a c m N x N O 0 V ]l33/200] FIGURE 7 -Lake Mendocino Outflows Scenario A 700 600 ~ 500 V p 400 LL d m 300 A d a 2ao 100 0 aye .{ d {•. ~P _ ______-~ ___ _ Y ____.. ~r }, _ _ __... DIX Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sel ig Future Baseline Scenario A ®Future Baseline Scenario A plus Increased Ukiah Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Annual Future Baseline Scenario A 210 186 209 578 624 276 185 216 219 247 249 230 284 Future Baseline Scenario A plus Increased Ukiah 214 187 196 563 621 276 185 218 224 254 255 235 284 Future Scenarios. Inflow to Lake retlucetl by FERC license condition E5. Scenario A. May-Nov downstream demand =historical release capped at 275 cfs. Scenario B: May-Nov downstream tlemand =historical release minus excess River flow above D-1610 regmt. ccu~ozo a.. s~e~n a~m~: r 0 0 N N Approximate Storage Content (ac-ft) 00 °0 00 00 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO I~ O ~ V M N d 7 O J d d Q) O L O N N 7 Q Q ~ 0 0 ~ C 'i r C d V ~ N ~ ~ A d 3 Y R J W V LL ~ ~ ~ M M N N ~ O O O n r~ ~ ~ ~ r ~ ~ ~ ~ ~ (lsw anoge;aa;) uoi;enai3 aae}~ng ~a;eM a N N L lU ~ Y Q N a Q O ~ ~ C N U C ~ ~ c_ ~ N N (C m N T j ' ~ ~ LL Q I ~ Q O N C N ~ U ll II C f0 C m 7 N 5' LL 0 z U N d 7 d Q G N V N X N O 0 U ~mrzoo; 700 600 w 500 `u ~ 400 LL d R 300 d Q 200 100 0 Future Baseline Scenario 8 Future Baseline Scenario B plus Increased Ukiah FIGURE 9 -Lake Mendocino Outflows Scenario B Average for Water Years 7961 - 2006 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Annual 161 125 436 637 640 281 185 140 179 224 226 187 284 164 123 416 632 640 281 185 141 183 231 233 192 284 Future Scenarios: Inflow to Lake reduced by FERC license condition E5. Scenario A: May-Nov downstream demand = historical release capped at 275 ds. Scenario B: May-Nov downstream demand = historical release minus excess River Flow above D-1610 regml. ccoioimm..oeoe o~ma~ Oc[ Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep ® Future Base Inel Scenario B !7 Future Baseline Scenario B plus Increased Ukiah ~ r 0 0 N N Approximate Storage Content (ac-ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 I~ O ~ V M N m d J l d R d L ~ 0 ~ N Q m ~ C ~ N ~~ o c d c ~ y ~ N . m m Y 10 J iai ,~ V LL O ~ O ~ O ~ O N O ~ O ~ V O th M N N O O ~ ~ r~ ~ ~ ~ r ~ ~ r ~ (isw anoge 3aa;) uoilenai3 aoeyng ~a;eM a L (0 m Y Q N J al m ~ li o ~ ~ m U N C C J ~ N VI l6 m d (6 ~ ', ~ i a ~" m ~ o c ~ U ~ i ll N C ~ I C m l0 N 7 ~, ~. U 1 d f 0 J O 2 U Q v N ¢] C N U N c N 0 O U 0 0 0 .~ 0 0 ~ a .~ o0 0 W N ~ ~ W ^' I Ili i • I i SOOZ £~~Z ID~Z 6661 L661 5661 £661 1661 6861 L861 5861 £861 1861 6Lbl LLbI SL6l £L6l IL6l 6961 L961 5961 £96l 1961 6561 LS6l SS6[ £S6[ 156! °v 0 0 0 00 0°, o°o ~ ~ ~ ~ ~ ~ ~ ~'ISW anogt+aaa~) uolaenal~ aae}~nS aaleM O O O .~ 0 0 N ~ "' o W ~ ~ Gz, ^~ d 3 ~ ~ ~ ~ ~ ~ (~gw anogd laa~) uolaenal~ aae~ang aaaeM SOOZ £oo~ 11]O~ 6661 L661 5661 £66l 1661 6861 L861 5861 £86l 1861 6L61 LL61 SL6l £L6l lL6l 6961 L961 5961 £96l [96l 6Sbl L561 SS6l £56l IS6l 0 0 0 0 0 0 Ma '~ M ~7 ~ Gs, ^~ SOOZ £~~z IOOZ 6661 L661 5661 £66l I 1661 6861 i L861 ! 5861 £86l 1861 6Lbl ' !I LL6I i •I I SLbI £Lbl IL6l I 6961 L961 5961 i £96l I ' 1961 6561 L561 5561 £561 ! 1561 0 0 0 0 0 0 0 O` 00 l~ ~ h ~ M ~ ~ h ~ ~ ~ ~ (~Sw anogd aaa,~) uol;enal~ aae3~ns aa~eM r 0 0 rv r. O O 7 ~ ~ M a3 r~ ~ ~z ~~ w.. SOOZ £OOZ IOOZ 6661 L661 5661 £bbl 1661 6861 L861 5861 £86l 1861 6L61 LL6l SL6I £L6I IL6l 6961 L961 5961 £96I 1961 6561 L561 5561 £S6l lS6l 0 00 ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ (~sw anogt+aaa,~) uol~enal~ aae3~ns ~aae,~ _ 3~~ i o ~ alma ~ ~ ~ ` ~ 'N s ~ ~ ~ .. , r ~~ 4- ~ .., . _ _. ~'~~ ` ~ ~ r i , ~ }, ~ r=^- 0 , 000' 4 8000' • R I ~ ~ ~ ' •t .. ~ .~ ~_ ~ ` ~ ~~ ~, r ~~ r .~,. - _. s ~-. i a r . '; . _ _ _. ,~. i _~; ~ ~ "'s, M -i . . .. , '~c ...," f w _ ..i .~..,_..4 ~... -~ ., . a'H t <_ _~i as FLGURE 15 Map Showing Location of Monitoring Wells Hy USGS and DWR City of Ukiah nfma«mo Coaaty, ca~irm~aa , yummr,~~,~-s°r:~ ue Mqr Pa U.a.G.a. 7.5 Miw¢ Qud Mx~fm Ons Spring0. ~M _. i 33 a ~'" mix 1 ;'. o o a ~ o . H ; ~ u ~ .~- ~ ril u 'V + ayi j ` ~ `~ 4Y' ~ e c y C ~ ` ~ ~ ~ y a 0 ~ o ~ W ~ C ~, z ~, '~ o U o c ° ~ N ~ ~ , « ~ Q y ~ ~ ,~ " ' C~ m a vi ~ T r m a u O ~ ~ C U a ~ ~ ' `^ ~ o d I a y , ~ cu ~ ~' ~ h d i L a O '~ o b y ~ d ' ~I ': C ~ e C~ a i ~,xQ U C ~~ ° o a fY o = Q ~ . b .. T . o ~ c U o Q I U . S ~ C Q 4 LC. ~ M v"~~ o I i ~- " ~ ~ . ~ ~ ~ ] ~ ~ L w` ro 2 ~ c I J..t ~~ u ~~ f. ~ ~ ^ y/ c Y ' ~, Q~ ~ I ~ u h ~ i ~ P. N •- ~ ,~ x i %~ j C y ~ N Y ~ >+ U 0 `~- 0. N C '^ o E"~ y C ~-. O ~ C ~~ t d y y c ! ^' C U ~ d ~ 'C _ ~~' ti O ~ C .~ ~ d ~ y q n u C ~ r{ 'CS N ~. O .3 C T A ~ d ~ d ; . ~ ~ ~ ~ g ~ 4 ~ d V i ~ a ~^ Ca c o ~ u u a o a Ct h O ~ ~ u ~ ~ + ~ b ~ O ti h .d d O ~ ° a - U V 'C ~ C d 'd M y ~ h ~ 1 ~ ~ Y i T ~ '~ 'n. ,~ '~ a 3 y `o a o d ti u v ~ s y U v ~ b 0 d ~, ~ u ay N OI ~ T o a w v a °~ ~. H O ti N N a '~ u ~ ~^ ` o u ~ ti ~ O H u Pacific Gas and Electric Company Hydro Generation E-1 Lake Pillsbury Capacity Table 3.01 U.S.G.S. PG&E Gross Elevation Elevation Storage (Ft) (Ft.l Acre Feet Zero Capacity 1736.00 1817.7 0 Outlet Sill 1740.70 1822.40 22.6 Spill Crest 1818.30 1900.00 54,338 Top of Spillway Gates 1828.30 1910.00 74,993 Crest of Dam 1838.30 1920.00 PG&E datum = U.S.G.S. datum + 81.70 ft. Note: The original topographic survey of Lake Pillsbury was made by the Snow. Mountain Power Company in 1921. The potential gross capacity of the reservoir was then calculated to be 94,863 acre feet In order to determine the loss of capacity, due to deposition of sediments, the U.S. Geological Survey performed a survey in 1959 using a recording fathometer and careful triangulation controls. Anew gross capacity was found to be 86,785 acre feet In April of 1984 U.S.G.S. performed another survey and found the gross capacity of 80,643 acre feet at PG&E elevation of 1910.00 This new capacity table was developed by PG&E using Omnistar satellite based position and an Odom Hydrotrac Survey Echo Sounder with a depth accuracy of 0.1%. The Hypack navigation software and Surfer software where used to produce 96 skeletal rating points at 1.00 foot intervals. Hydstra surface water package was used to extrapolate the points logarithmically to produce the final table to 0.01 feet resolution. Maximum Storage at 1910.00 feet = 74,993 acre feet. This table supersedes all previous tables. Made by: Frank Lynch, October 26, 2006. and applied bask to October 01, 2005 /, Unofficial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in Docked{: P-77-000 ,, 77 Beale Street. Meilcode B32 Sm Fencncs. CA 84105 Medinp gddrair Mail Code B3Y, Room 3435 0. Bar 770000 n f nncisslpCA 94177 ;n'n B73r~~ mN: Y?3:41l8~ ~: 415.Q7f IbrT -;: ;rn 'o .C ^ _ t -<-c r en N U1 Re: Potter Valley Protect, FERC No. 77 Response to Resource Agency letter Re Operating Rule Compliance ORIGIN/~L JoAn S. Nunn Senior Yia President October 16, ~~ Generation B Chiel Nudur OPicer 'c i ia~~~ ~ : i , Honorable Magalfe R. Sales, Secretary c,' ~ Federal Energy Regulatory Commission ~` OEP/Division of Hydropower Administration and Compliance ~ ;'". 888 First Street, NE = ~ ~~ ~ Washington, DC 20428 ` •' ra ` i'i Pacific Gas and , ; ~ ElecUic Codapaay' Dear Secretary Sales; On August 3,2008 and August 15, 2008, respectively, the California Department of Fish and Game (CDFG) and the Natiohal Marine Fisheries Service (NMFS) flied letters with FERC raising wncerns regarding PG&E's implementation of the new flow regime under the amended license for the Potter Valley Protect (Project). In response to those tatters, PG&E notified FERC staff at the Regbnal Offk~ of Its intent to consult with both CDFG and NMFS to better understand their concerns. PG&E met with representatives of CDFG, NMFS, and the Round Valley Indian Tribes (RVIT) on September 7 and October 5, 2006 to discuss the new fbw regime for the Project. Aker these meetings, PG&E reviewed all flow records for the Project since the new flow regime was implemented in June of 2004. Based on that review, PGBE discovered that CDFG and NMFS were correct in their assertions, and also that additional errors had occurred in implementing the flow releases. As the Senior Vice Presidem of Generation for PGB~E, I want to assure you that PG&E takes these impiementation errors very seriously. PG&E already has taken a number of speGflc actions to ensure its operations are in full compliance with the new flow regime, Including providing additional operator training and instructions. Within the next 30 days, PG&E will provide FERC-with a list of any additional corrective actions that may be appropriate. In total, there have been three types of errors: (1) overreleases in 2005 and 2006 that occurred during times when Cape Hom Dam was spilling water, due to the mistaken application of NMFS' Reasonable and Prudent Alternative (RPA); (2) overrefeases that occurred in 2004, 2005 and 2006 8s a result of PG&E's efforts to compry with the East Branch Russian River (EBRR) minimum flow requirements set forth in RPA Section E.3; and (3) overreleases that occurred in the fall of 2004 as a result of PGB~E's failure to make the required seasonal adjustmeFtts required by the RPA. Each of these scenarios is discussed in turn below. A summary of the RPA Flow Requirements is Included for reference in Attachment A, Unofficial FERC-Genera Ged PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in DocketN: P-77-000 l Honorable Ntagalfe R. 5alas October t6, 2006 Page 2 A. Overrsleaeea`When Cape Hom Dam Was Splicing PGBE has determined that during periods when Cape Hom Dam was spilling in 2005 and 2006, PGBE misapplied the limitations set forth in Section E.5 and instead diverted water to the EBRR up to the maximum available tunnel capacity. The speciilc dates and amounts of the overreleases are set forth in Attachment B to this letter. PG&E's misapplication of the Section E.5 limitations during times of spill was wholly unintentiorta! and stemmed from PGB,E's erroneous reliance on the modeling developed by the Department of the Interior (l~l) during the license amendment proceeding. Although the DOI modeling was initially developed to support the flow proposal recommended by Opl and NMFS in response to FERC's draft environmental impact statement, NMFS also relied upon this modeling to develop its RPA. Thus, the assumptions of the DOI nxxieiing are reflected In the final environmental Impact statement prepared by FERC as well as the final biological opinion prepared by NMFS. The DOI modeling assumed that diversions to the EBRR during times of spill at Cape Hom Dam would be maximized to the full tunnel capacity. Specifically, the instructions. for the modeling described the assumptions as follows: If the sum of the accretion [between the Cape Horn and Stott dams] and the Lake Pillsbury release is greater than the sum of the Cape Horn Dam release and the tunnel diversion then sufficient flow is reaching Cape Hom Dam to meet the minimum flow requirements both for the Eel River below Cape Hom Dam and in the diversion tunnel. In this case, there is no need for additional flow releases from Lake Pillsbury and the excess accretion is used to fill the diversion tunnel up to its capacity. The accretion flow above the tunnel capacity is released at Cape Hom Dam. See Attachment C, "Generalized HydrologlclOperational Model of the Upper Eel River t3asirUPotter Valley Project," prepared for DOI by-the National Resources Consuking Engineers, Inc. at p, t3 (emphasis added). Although the modeling assumed that diversions to the EBRR would be maximized when Cape Hom Dam was spilling, the Nnal language in RPA Section E.5 specifying maximum diversions to the EBRR did not incorporate an exception for spill condftions. Unfortunalaty, when PG&E began implementing the RPA fbws, personnel who had been involved in the license amendment proceeding and familiar with the DOI modeling erroneously applied the modeling logic during periods of spill at Cape Hom Dam rather than follow the limitations specifically sat forth in Section E.5. The resuR is that PGr£E overreleased to the EBRR during times of spill in both 2005 and 2006. Based on its meetings with the resource agencies and RVIT, PGBE recognizes its error and has taken steps to ensure that operational personnel are fully Informed of the Unofflclal FERC-Genera Ced PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in Docketk; P-77-000 Honorable Magalie R. Salas October 16, 2006 Page 3 apparent discrepancy between the modeling and the language RPA in Section E.S. PG&E will strictly adhere to the diversion limitations set forth in Section E.5 unless and until FERC and NMFS determine some modification is appropriate. B. Overreleases Resulting From PG&E's Efforts To Ensure Compliance with EBRR Minimum Flow Requirements in addition to the overreleases that occurred in 2005 and 2006 during times of spill, PG&E's recent review of its flow records has revealed numerous instances where the actual diversions to the EBRR exceeded the maximum diversions set forth in RPA Section E.5, as a result of PG&E's addition of a small buffer to its EBRR releases to ensure that it fully met the minimum flow requirements set forth in RPA Section E.3. The specific dates and amounts of these overreleases are set forth in Attachment D. Whenever a license condition requires a minimum instream slow release, it is standard industry practice to release a small amount above the required minimum to ensure that the .release does not fall below the minimum requirement. Following this standard industry practice, PG&E added a small buffer to the EBRR diversions (typically in the range of 10 cfs) in order to ensure compliance with the minimum instream flow requirements set forth in RPA Section E.3. However, because the minimum release requirements in Section E.3 are defined in the same way as the maximum diversion limits set forth in Section E.5 (i.e., the EBRR releases set forth in Section C.1 plus the PVID releases), this practice of including a buffer in the EBRR diversions resulted in slight overreleases to the EBRR when the limitations of RPA Section E.5 applied (i.e. when Lake Pillsbury was below the Target Storage Curve). For example, if the maximum release under Section E.5 was 125 cfs, PG&E would release approximately 135 cfs in order to ensure it met the minimum flow requirement set forth in Section E.3. Had PG&E not applied this buffer, it would have run the risk of falling below the minimum flow requirements. In order to ensure that PG&E's future operations comply with the new flow regime, PG&E is seeking guidance from the Commission regarding which release obligation should take priority when Lake Pillsbury is below the Target Storage Curve -the minimum requirements set forth in RPA Section E.3 or the maximum limitation set forth in RPA Section E.5. PG&E also plans to consult with NMFS regarding the issue and will provide the Commission with any response it receives. C. Overreleases Resulting From PG&E's Failure 7o Make The Seasonal AdJustments Required By The RPA PG&E's review of its records also revealed that in the first year of implementing the new flow regime, PG&E failed to take into account the seasonal adjustments to the maximum flows to the EBRR required by Section E.S. The specific dates and amounts of the overreleases are set forth in Attachment E. Unofficial FERC-Genera Cetl PDF of 20061020-0025 Received by FEAC OSEC 10/18/2006 in DocketM~ P-77-000 Honorable Magalie R. Salas October 16, 2006 Page 4 Under RPA Section E.5, the maximum release to the EBRR when Lake Pillsbury is below the Target Storage Curve varies by season. From May 15 through September 15 the maximum release is 125 cfs; from September 16 through October 15 the maximum release decreases to 85 cfs; from October 16 through Aprif 14 the maximum release decreases again to 40 cfs; and from April 15 through May 14 the maximum release increases again to 85 cfs. Based on the flow records, PGBE failed to implement these seasonal adjustments in the fall of 2004. Accordingly, although the maximum release to the EBRR should have decreased from 125 cfs to 85 cis on September 16, 2004, PGBE appears to have continued to release the 125 cfs maximum, while applying the approximately 10 cfs buffer described in the preceding section. PGBE did not repeat this error in 2005 or 2006. PGBE has retrained its operators on the seasonal variations and provided them with clear written instructions on how to implement them. Because of the wet winter that occurred in the winter of 2004{2005, PGBE does not believe the error in storage regulation in 2004 resulted In any negative environmental impacts. lake storage began to exceed the Target Storage Curve on December 9, 2004, and remained above Target Storage Curve through March 14, 2005. Conditions after March 14, 2005 are discussed earlier in this letter and in Attachment B. PGBE acknowledges its compliance failure in relation to the issues described above and is committed to fully and accurately implementing the RPA. PGBE also acknowledges the Important role that CDFG and NMFS played in bringing this issue to our attention. Although the RPA sets forth a technically complex and challenging flow schedule to implement, PGBE takes responsibility and is accountable for these errors. PGBE prides Itself on its hydroelectric compliance record; the pertormance here simply falls to live up to PGBE standards. If you have any questions or concerns, please contact Randy Livingston, Sr. director - Power Generation at (415) 973.6950. Sincerely, yy~S~ V TCandelario:msp Attachments Unofficial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 Sn Docketk: P-77-000 Honorable Magalie R. Salas October 16, 2006 Page 5 cc: Mr. Phil Scordelis Federal Energy Regulatory Commission 901 Market Street, Suite 350 San Francisco, CA 94103 Mr. Rodney R. McInnis Regional Administrator, Southwest Region National Marine Fisheries Service 501 West Ocean Blvd., Suite 4200 Long Beach, CA 90802-4213 Mr. Richard W. Butler Northern California Supervisor National Marine Fisheries Service 777 Sonoma Avenue, Suite 325 Santa Rosa, CA 95404 Mr. Carl Wilcox California Department of Fish and Game 7329 Silverado Trail Napa, CA 94558 Ms. Linda Hanson Staff Environmental Scientist Department of Fish and Game P.O. Box 47 Yountville, CA 94599 Steven V. 4uesenberry, Esq. Karshmer & Associates 2150 Shattuck Avenue, Suite 725 Berkeley, CA 94704-1347 Mr. Randy Brown U.S. Department of Interior Fish and Wildlife Service 1655 Heindon Road Arcata, CA 95521 Mr, Jeffrey T. Jahn NOAA -National Marine Fisheries Service 777 Sonoma Avenue, Room 325 Santa Rosa, CA 95404 Mr. Robert Floerke, Manager- Region 3 California Department of Fish and Game 7329 Silverado Trail P.O. Box 47 YountviBe, CA 94599 Mr. Joe Ely Stetson Engineers, Inc. 2266 S. Dobson Road, Suite 219 Mesa, AZ 85202 Mr. Ryan Broddr'x:k, Director CA Department of Fish and Game 1416 Ninth Street Sacramento, CA 95814 Mr. Charles Thompson Director Round Valley Indian Tribes P.O. Box 448 Covelo, CA 95428 UnofFlcial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/16/2006 Sn Docke tM: P-77-000 ATTACHMENT A UnoF£icial FERC-Generatetl PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 Sn Docketk: P-77-000 ATTACHMENT A. Summary of RPA Flow Requirements On January 28, 2004, FERC issued its Order Amending License for the Potter Valley Project. In re Pacific Gas and Electric Company, 106 FERC ¶ 61,065. FERC's order adopted NMFS' Reasonable and Prudent Alternative (RPA), which contained several provisions for a new flow regime at Potter Valley. Appendix A of the Order Amending License contained numerous operating rules for Project flows, including prescribed minimum and maximum flows to the EBRR under varying circumstances. Specifically, the RPA provided: C.1. Minimum flows of the East Branch of the Russian River, MF16, measured at the PG&E gauge E-16, but excluding flows released for the Potter Valley Irrigation District, shall be computed as shown in the following table: Minimum Flow of the East Branch Russian River Period Classificati on From Throu h Normal D Critical Se 16 A r 14 35 cis 35 cfs 5 cfs A r 15 Ma 14 35 cis 25 cfs 5 cfs Ma 15 Se 15 75 cfs 25 cfs 5 cfs ...., E.3. Release to the East Branch Russian River shall be greater than or equal to the minimum flow MF16 specified in Section C plus the release for the Potter Valley Irrigation District. ..... E.4. Release for the Potter Valley Irrigation District shall not exceed 5 cfs from October 16-April 14 and 50 cts from April 15 to October 15. If CLP (April 1) is less than 25,000 ac-ft, this release shall not exceed 25 cfs during the following period from April 15 through October 15. ...,, E.S. Diversions in excess of the sum of the minimum flow MF16 specified in Section C and the release to the Potter Valley Irrigation District specified in Sectiori E.4 acan [sic] only be made when the Lake Pillsbury Storage is above the Target Storage Curve, Exceptions to the rule can occur only due to rate [sic] and brief emergency power and water demands. Thus, RPA Section E.3 defines the minimum flows to the EBRR that must be met throughout the year as the sum of the minimum flows set forth in RPA Section C.1 plus the releases to PVID. RPA Section E..5 defines the maximum flows to the EBRR when Lake Pillsbury Is below the Target Storage Curve in the same way. Thus, based on the Unofficial FERC-Generated PDF o£ 20061020-0025 Received by FERC OSEC 10/18/2006 in Docketll: P-77-000 flow schedules set forth in sections E.3 and E.4, In normal water years' the maximum diversions to the EBRR when Lake Pillsbury was below the Target Storage Curve should have been as follows: October 16 - A ril 14 40 cfs A ril 15 - Ma 14 85 cfs Ma 15 - Se tember 15 125 cfs Se tember 16 -October 15 85 cfs 1'he years _^004. ZIHIS and ?006 ~~rre all classif ied us n~~rmal waicr years. unofficial FERC-Generated PDF of 2006102 D-0025 Received by FERC OSEC 10/18/2006 in DocketN: P-77-000 ATTACHMENT B Unofficial FERC-Generated PDF of 20061020-0025 Receivetl by FERC OSEC 10/18/2006 in Docked{: P-77-000 Attachment B. Over-releases at Porter Valle PH Durln Times of ill at Ca Horn Dam Lake Piilabu Potter Valle PH Eei River at CHD Date ompar son to Target Storage Curve TSC E•1B RPA E-16 Allowance Over- release cta E-11 RPA E-11 Minimum 3/15/2005 <TSC 260 40 220 471 110 3/16/2005 <TSC 254 40 214 215 110 3/17/2005 <TSC 256 40 216 188 110 3/18/2005 <TSC 264 40 224 109 110 3/19/2005 <TSC 263 40 223 227 110 3/20/2005 <TSC 187 40 147 1260 110 3/21/2005 <TSC 97 40 57 4420 110 3!23/2005 <TSC 75 a0 35 a670 110 3/24/2005 <TSC 160 40 120 3360 110 3/25/2005 <TSC 260 40 220 2170 110 3/26/2005 <TSC 262 40 222 1390 110 3/27/2005 cTSC 262 40 222 1590 110 3/28/2005 <TSC 263 40 223 3290 110 3/29/2005 <TSC 260 40 220 2820 110 3/30/2005 <TSC 259 40 219 2020 110 3/31!2005 <TSC 262 40 222 1720 110 411!2005 <TSC 262 40 222 1480 110 4/2/2005 <TSC 263 40 223 1240 110 4/312005 <TSC 262 40 222 1310 110 4/4!2005 <TSC 262 40 222 1340 110 4/5/2005 <TSC 262 40 222 1100 110 4/6/2005 <TSC 261 40 221 456 110 4/15/2005 <TSC 163 85 78 718 110 4/16/2005 <TSC 163 85 78 699 110 4/17/2005 <TSC 163 85 78 682 110 4/18/2005 <TSC 116 85 31 662 110 4/19/2005 <TSC 105 85 20 6a1 110 4120!2005 <TSC 114 85 29 520 110 4/21/2005 <TSC 114 85 29 322 110 4/22/2005 <TSC 171 85 86 262 110 4/23/2005 <TSC 264 85 179 107 110 4/24!2005 <TSC 264 85 179 110 110 4/25!2005 <TSC 264 85 179 111 110 4/26/2005 <TSC 264 85 179 109 110 4/27/2005 <TSC 264 85 179 114 110 4/28/2005 <TSC 264 85 179 111 110 4/29!2005 <TSC 264 65 179 152 110 4/30/2005 <TSC 244 85 159 285 110 5/1/2005 <TSC 166 85 81 355 110 5!2/2005 <TSG 165 65 80 385 110 5/3!2005 <TSC 164 85 79 380 110 5/4/2005 <TSC 164 85 79 397 110 5/5/2005 <TSC 164 65 79 777 110 5/6/2005 <TSC 164 85 79 764 110 1 of 5 Unofficial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in Docketll: P-77-000 6Mnchmsm R ftvnr_rnlewnew at Petler Va11ev PH Durlna TimBe of Solll at Cace Morn Dam Lake Pillsbu Potter Valle PH Eel Rlver at CHD. Date ompar son to Target Storage Curve TSC E-16 RPA E-16 Allowance Over- release cfe E-11 RPA E-11 Minimum 577/2005 <TSC 164 85 79 754 110 5/8/2005 <TSC 164 85 79 875 110 5/9/2005 <TSC 163 85 78 2560 110 5710/2005 <TSC 163 85 78 2120 110 5/11/2005 <TSC 162 85 77 873 710 5/12/2005 <TSC 163 85 78 669 110 5/13/2005 <TSC 1fi2 85 77 948 110 5/14/2005 <TSC 182 BS 77 1200 110 5!15/2005 <TSC 182 125 37 1160 110 5/16/2005 <TSC 162 125 37 1040 110 5/17/2005 <TSC 162 125 37 737 110 5720/2005 cTSC 182 125 37 2170 110 5/2 1120 0 5 <TSC 161 125 36 1070 110 5/22/2005 <TSC 161 125 36 1270 110 5!23/2005 <TSC 161 125 36 1220 110 5/24/2005 <TSC 161 125 36 1190 110 5/25/2005 <TSC 161 125 36 992 110 5/2672005 <TSC 161 125 36 663 110 5/27/2005 <TSC 181 125 36 419 110 5/2672005 <TSC 161 125 36 412 110 5729/2005 <TSC 160 125 35 431 110 5/30/2005 cTSC 160 125 35 639 110 5/3172005 <TSC 160 125 35 629 110 6/1/2005 <TSC 185 125 40 570 110 6/2!2005 <TSC 165 125 40 479 110 6/3!2005 <TSC 165 125 40 337 110 6/4/2005 <TSC 165 125 40 197 110 6/5/2005 <TSC 165 125 40 191 106 6/6/2005 <TSC 165 125 40 188 94 6/7/2005 <TSC 164 125 39 188 83 6/8!2005 <TSC 164 125 39 238 74 6/9/2005 <TSC 159 125 34 750 66 6/10/2005 <TSC 152 125 27 382 59 6/1 1 12 0 0 5 <TSC 152 125 27 147 53 6/12/2005 <TSC 152 125 27 139 48 6/13/2005 <TSC 152 125 27 133 44 6/14/2005 <TSC 152 125 27 130 40 6/15!2005 <TSC 152 125 27 127 37 6/16/2005 <TSC 152 125 27 439 34 6/1 712 005 <TSC 152 125 27 823 31- 6/18/2005 <TSC 150 125 25 280 29 6/19/2005 <TSC 150 125 25 268 27 6/20/2005 <TSC 150 125 25 234 26 6/21/2005 <TSC 150 125 25 222 24 6/22/2005 <TSC 150 725 25 215 23 2 0l 5 ,;, June 8, 2007 Mr• David Moller Manager of Relicensing Pacific Gas & Electric Company 245 Market Street -Mail Code Nl l C San Francisco, CA 94105 Dear 1vh•. Moller: PILL':WC/4a-6.1-1 PG&E POTTER VALLEY PROJeGT OPBMTIGNS Thank you for meeting with Sonoma County Supervisors Mike Reilly and Paul ICalley and myself on May 17, 2007, to discuss PG&E's recent changes to Potter Valley Project operations.. As we discussed in oui meeting, the Sonorna County Water Agency (Agency) and the. County of• Sonoma are very concerned about the changes in flows into the Russian River watershed from the Potter Valley Project instihrted by PG&E beginning in the fall of 2006. These flow changes have adversely affected water storage levels in Lake Mendocino, to the point where predicted storage in Lake Mendocino may fall to unprecedented low levels in late summer and early fall, with potentially catastrophic impacts to threatened Chinook salmon within the Russian River, The Agency is talcing actioli to attempt to mifigate the impacts of PG&E's changes in Potter Valley Project operations and preserve fall storage in Lalse Mendocino. These actions include requesting and receiving authority from the State Water Resource Control Boazd to temporarily reduce Aussimr River minimum instrearn flow requirements, arrd working with the Agency's customers and other water users to implement additional water conservation measures. As discussed in om• meeting, PG&E implwnented the chaziges iu Potter Valley Project operations, which critically reduced Lake Mendocino storage, without consulting with or Informing the Agency or the County. The Agency and the County still do not know ]row PG&E is operating the Project, or whether operating the project using other criterion that is also consistent with the existing Federal Energy Regulatory Commission (FERC) license could have resulted in higher Lake Mendocino storage, Although Potter Valley Project diversions to t(re Russian River watershed are critical to the Russian River 6shary and to the r:egion's water supply, PG&E changed those diversions without analyzing the impact of the changes on these interests, and witlront notifying or discussing the impact of the changes with those impacted by the changes. We were encouraged to heat• at the May 17, 2007 meeting that PG&E is now willing to provide inforlnation abort Project operations to the Agency, and to include the Agency nr future meetings regarding project operations. At the May 17, 2007 meeting, you requested, and we agreed to provide, specific detail about the .types of piformation and arrangements requested by_ the. Agency. Those details are attached.... _ . _ P.O. Box 11628 -Santa Rosa, CA 95406 - 404 Aviation Boulevard -Santa Rosa, CA 95403 - (707) 526-5370 -Pax (707) 544-6123 ~i• ~. Mr. David Moller Pacific Gas and Electric Company Jane 8, 2007 Page 2 As you know, PG&E is obligated under its 1965 agreement with the Agency to operate the Project, consistent with its license and its poww• production needs to maximize the water supply benefit of the Project to the Agency. We believe that agreement requires a full sharing of information with the Agency, and full participation by the Agency in ongoing discussions about Project operations, Moreover, as noted in our meeting, the Agency has significant expertise iit the areas of hydrology, modeling, eugiuaering, and fisheries biology, and is willing to use that expertise to work with PG&E and other stakeholders to maximize the benefit of the Project for both Russian River and Ee] River interests. Since the impact of the 2004 FERC llCf7nS8 amendment on flows into the Russian River watershed is in reality much greater than anticipated, we are looking foJward to working with PG&E to explore with National Marine Fishery Service what flexibility exists within the current license to correct these issues and, if needed, what the process would be to gain their support for any necessary modifications to the license. We look forward to a prompt response to our requests. If you have any questions about the requests, please call Chris Murray at (707) 547-1925. Sincerely, ~ ~~ Randyrdy DG~ General Manager/Chief Engineer Enc c Supervisor Mika Reilly Supervisor Panl Kelley ,~ Chris Murray Steve Shupe Jb:flleservcr/detdol/Jnblodow/engr/Sclrerzingeddraft oYletter to pga re pvp InFonnntion flna16-B-07.doc 9, Information and Coordination Rennests to PG&); Operatimrs and Maintenance Aocumentation ' ]. Reliability criteria for determining scope of maintenance program for all facilities. 2. Maintenance requirements for all facilities and actual maintenance schedules. 3. Actual operating criteria, plans, and instructions to operations staff, including all operating manuals or instructions provided to operations staff regarding operations under or implementation of tl7e , reasonable and pnident altenratives contained in the 2004 FERC license. 4. Any alternative or contingency operating criteria, plans, and instructions to operating staff, including description of criteria used to deternine when alternative operations would be implemented. 5. Identify and provide any and all computer programs (including modeling programs), cun•ently used to operate the Project or to evaluate the flow impact of different operational scenarios. 6. Identify positions and personnel associated with each operational task. 7. Identify positions and personnel responsible for operations and operations policy decisions .throughout the entire chain of command. 8. Identify the annual budget limit associated with Project facilities maintenmrca and replacement and the priority of maintenance and replacement iu the avant of budget shortage. Agency Coordination Requests 1. Provide notification of operation mode chaz~ges, 2, Provide notification of arty operation difficulties or emergencies. 3, Provide notification of any inspections of facilities. 4. Provide notification of unscheduled shut downs or significant flow reductions in the tunnel, 5. Provide notification and coordrnation (including providing copies of study reports) on any fishery studies perforrned. 6. Provide access to all project areas for fisheries studies, operations coordination, and inspection of facilities. 7. Include SCWA in projecta•elated meetings with regulatory agencies and stakeholders, including NOAA Fisheries, Department of Fish and Game, Federal Energy Regulatory Camnission, Round Valley Indian Tribes and others. 8. Provide right of first refusal of sale of Project. 9. Identify long and shorttenn goals and plans for the Project o, Informntion and Coordination Renneata to PGSc);. Long Term Strategies ] , Work with SCWA to develop and communicate PG&E's long term vision/plan for operation of the project. 2. Worlc with SCWA to develop and communicate sahnonid recovery strategies for Che Russian River and Eel River watersheds. 3. Worlc with SCWA to develop and communicate plans and strategies with respect to license renewal. 4. Work with SCWA to deve]op and coordinate project operations to facilitate and balance Eel River and Russian River basin water supply needs and eahnonid recovery goals. 5. Amend 1965 Agreement to incorporate notification andboordination activities described above. 2 i r - --- _ ___ __ Pacific Gas and , Electric Company° Pawar ~enornti°n 245 Markel Strael San rrandsco, CA 84106 Ma!llnp Address Mall Code N11C June 22, 2007 a a. sas 775000 San Francisco, CA 84177 Mr, Randy D. Poole General Manager/Chief Engineer Sonoma County Water Agency 404 Aviation Boulevard Santa Rosa, CA 95403 Re: Potter Valley Project, FERC Project No, 77 Response to Sonoma County Water Aaencv Letter dated June 82007 Dear Mr. Poole: Thank you for your June 8, 2007 letter concerning Pacific Gas and Electric Company's Pottor Valley Project, As we discussed in our May 17, 2007 meeting with you, National Marine Fisheries Service. (NMFS) and representatives of the Sohoma County Board of Supervisors, PG&E is committed to working with your agency and other East Branch Russian.River (EBRR) water users to try to minimize water supply Impacts, while still complying with the mandatory conditions of the Potter Valley Project operating license issued to PG&E by the Federal Energy Regulatory Commission (FERC). We realize how important the water the Potter Valley Project diverts from the Eel River into the EBRR is fo the beneficiaries of this water, That's why, when it was brought to PG&E's attention by the California Department of Fish and Game and the NMFS in 2006 that the water diversions we were making to the EBRR were greater than what is allowed under the license amendment issued by FERC in 2004, and we realized we would need to modify operations to comply with the conditions of the license, we analyzed the impacts and Immediately began communications with your agency, other water users, local elected officials, and the media to advise of these changes. As we reviewed with you and other EBRR water users in November 2006, the reduction in diversions from the Eei River Into the EBRR required by the license amendment was considerably greater than what had been anticipated during the amendment proceeding and what was initially implemented by PG&E, As discussed with you and presented in detail at a November 2006 meeting with the Potter Valley Irrigation District attended by members of your staff, the average annual reduction in diverted water resulting from compliance with the license amendment is forecasf by PG&E to be approximately 33% rather than the 15% that was anticipated during the amendment proceeding and in the NMFS Biological Opinion used by FERC in its order amending the license. Mr. Randy R. Poole June 22, 2007 Page 2 Your letter included a list of information and coordination requests related to the Potter Valley Project. As you know, Project flow information has been made publicly available oti a daily basis via the Internet since March of this year. Additionally, for many years now, PG&E has provided your agency with daily telephone reports regarding key Project operational data such as water elevation and storage In Lake Pillsbury, water releases and spill from Lake Pillsbury and Van Arsdale Reservoir, and water flow through Potter Valley Powerhouse. We will continue to provide your agency with this operational information, plus we will review the list of additional information you have requested and will- respond separately. The list of information and coordination requests also asked that PG&E provide Sonoma County Water Agency with a right of first refusal on the sale of the Potter Valley Project. While wa appreciate your interest in the future of the Potter Valley Project, PG&E has no current plans to sell the Project and does not see a right of first refusal as feasible. Again, PG&E fully recognizes the importance of Potter Valley Project water diversions to EBRR water users. We look forward to continuing to work with your agency and others to try to minimize the impact ofgreater-than-anticipated reductions in these diversions resulting from operating the Potter Valley Project in compliance with the Project license. Yours truly ~~ /~ David Moller, Director Hydro Licensing DWM/msp cc: See attached list Mr. Randy D. Poole June 22, 2007 Page 3 cc: Supervisor Mike Reilly Board of Supervisor Sonoma County Water Agency 575 Administration Dr., Room 100-A Santa Rosa, CA 95403 Mr. Chris Murray Water Agency Principal Engineer Sonoma County Water Agency 404 Aviation Boulevard Santa Rosa, CA 95403 Mr. Randy Brown U,S. Department of Interior Fish and Wildlife Service 1655 Heindon Road Arcata, CA 95521 Mr. Joe Ely Stetson Engineers Inc. 2266 S. Dobson Road, Suite 219 Mesa, AZ 85202 Mr. Dick Butler U.S. Department of Commerce National Marine Fisheries Service 777 Sonoma Avenue, Suite 325 Santa Rosa, CA 95404 Ms. Donna Cobb California Departmont of Fish and Game Northern Region 601 Locust Avenue Redding, CA 96001 Ms. Janet K.F. Pauli, Chairman Mendocino County Inland Water and Power Commission 425 Talmage Road Ukiah, CA 95482 Supervisor Paul Kelley Board of Supervisor Sonoma County Water Agency 575 Administration Dr., Room 100-A Santa Rosa, CA 95403 Steve Shupe, Esq. County Counsel Sonoma County Water Agency 404 Aviation Boulevard Santa Rosa, CA 95403 Mr, Robert Floerke, Manager- Region 3 California Department of Fish and Game 7329 Silverado Trai( P.O. Box 47 Yountville, CA 94599 Mr. Jeffery Jahn U.S. Department of Commerce National Marine Fisheries Service 777 Sonoma Avenue, Suite 325 Santa Rosa, CA 95404 Stephen Quesenberry, Esq. Karshmer & Associates 2150 Shattuck Avenue, Suite 725 Berkeley, CA .94704 Honorable Kimberly D. Bose, Secretary Federal Energy Regulatory Commission Mail Code: DHAC, PJ-12 888 First Street, N.E., Room 1A Washington, D.C. 20426 CITY OF UKIAH URBAN WATER MANAGEMEN? PLAN 4. RECYCLED WATER "Phis ehnptet discusses cecvcled water. Included in thin chapter ere discussions on agency courdinadon, existing wastewater faeiliries, ntrmnt and projected recycled water use, agricultural irtigadon, and receded water optimization plan. 4.1 Agency Coordination 'lhc CiMs Was[cwatce'Crcatmrnt Plante (IX-'IX'"I P) tmats residential and commecdal wastewater from two entities, the City and the Ukiah V'nllcy Sanitation llistriet (UVSD). The UVSD serves \lenducimr College, 1',I Dotado I~statcs, Vichy Springs, 18 percent of the accounts within [hc City Ivnitx, and other areas contiguous [o the Cin~. Figure 4-1 >hows' [he service area boundaries foe the Cih~ and CVSD. The Cin~ has set a goal m develop a Water Rccy cling lV[astcr Plan In investigate the economic tcasibilin- of racydcd water in [he City and Ukiah Valle}' and m idendCti~ potential uses for recycled water to reduce the demand uo its drinking water s'upplics. In 2005 and 2006, the City and UVSD submitted applications for ,state and Fcdcral grants m conduct a feasibility study and a IX'ater Recycling ~lastct Plan study.:Vthough nc~ specific rules in the study's development have mrt been dctennined, [he agencies lu'ted in ~Pable 41 arc assumed ro play important roles. ~ ~t Parlklpatlrg Agenobe RoN In DevNOpment Ciry of Ukiah to be determined Ukiah Valley Sanitation District to be determined 4.2 Wastewater Quantity, Quality, and Existing Uses "Phe Citc collects wastewater from appn>ximatdy 82 percent of [he arch within the current City limin, while the CVSD collects wastewater from the remaining portion oFthe Ciry and Erom must of the urbanized arms summnding the City. The populations of the City and UVSll azc approximntnly 15,600 and 5000, respectively. Collected wastewater is- transported be gravity through a main trunk sewer that is located along the west bank of the Russian River fmm the nordt rnd of [hc valley to the Cit)•'s W~Ri'PP located tin the south end of the City- "I'he LX'W'I'P discharges advanced, tartiary treated water to [he Russian River Erom Uember I through iliac 14 a[ a rate [hat dues not exceed one pcrecn[ of [hc Russian River flow. Prom ht:n~ 15 through September 3Q discharge is unlc to duce oaporation~ percolation ponds (ponds). "Phe Water Quality Control Plan fur the 1Vorih Chas[ Region (Hasin Plan) prohibits' wastewater discharge to the Russian River 6ctwcmt \lay 15 and September 30. onAFr tar remaw Puryoses orry. $JU'OOVCOTWeIeTUWM%0.31 da 4: Recycled Water 2005 Urban Water Management Plan .~ ~ _ ~ ~ .~ _ ~, .~: i ~ q ~-, 4 kdneecl ra . ~, ~ cen.g. ~. µ, ..•Y. ........ ... - a ~rJ" ' .~~ : :; F.1t~OraD1D tbtalea ~i ,.. VkAY ~ ~.. ~~. ~. r I I 7 Wat4~ln,~pnent -~ ~, Plant _ ~~ ~~ ~.~~ ~ ~.a ~pyO/Uk~NI ~ ° 1 x ^. ~ .. 1,,,~ ,,. x df r.. ~ . - r ~ °'~R ,; ,y ', ._~ ,,, , ___ . { ~ _ "' ~ tea, • ~ Wastewater ~~ 'f.~ ( Treatment Plant 4:.. I Leaentl ~~ ' Yµ ~ 1 ~~[~ ~ City of Ukian - -~- ~*- - Service Area Boundary N ~ ~~~; ~~•Ukiah Valley Sanlfatlon District ~,Y Service Area Boundary i Figure 4-1. Ukiah Wastewater Treatment Plant Service Area 42 DRAFT tar ioaow pmpwes on y. S:~mrn~so~~waier.uwMaioai vx 4: Recycled Water 2005 Urban Water Management Plan Wastewater Collection System. The collection system for nc~ City and UA'SD amsists of gravity ptpcs that range Emm 6 inches to 42 inches in diameter. 'Phe [oral length of gravity pipe is approximately 67 miles. Must of rbc ur0ec[iun system is sccvcd by gravity; however, two areas on dre cast side of the City require pumping ,ration. to convey [hc flow [o [he },rrvity sewers. Thu ~agu and condition of the City's sewer collection system varies by location. A portion of the a9lechun system in the downtown area was installed in the 1890x. ;Appmximatcly onrhalf of [he Citys collection rystcm was installed before 1957 and 90 percent was installed befom 1977. Wastewater Treatment System. Construction of the ori}dnal ~XiW'['Y was completed in 1918. "1'hc original phmt eonsis red of a hcadworks Facility (one barminuh>r and four influent pumps), pro-acration bait tanks, unc pumap~ clarifier, one trickling fiber, one secondary clarifier, a chlorine eon[ncror pipq two anaerobic diges[crs, two oxidation ponds ur cvapumtiun/percolation ponds, and two sludge lagoons. "Chc original plant capaeiey was 25 mgd average dry weather Flow (a IJIX'I~) with a peak wet weather flow of 10.5 mgd. llischargc was to the Russian Ldivcr. 'phc design organic and solids loadings were S,d00 pounds per clay Qb/clay) and S,d00 Ib/dap, respccrivcly 'Ihc North Coast Regional Water Quality Control Hoard Q2cgional yX'atcr Huard) of California modified discharge rcyuirements in 1974 to allow only seasonal ((>aobcr 1 through May 14) discharge to the Russian River at a discharge rate of unc percent ut the river flow. Flow above one percent of nc~ Rrssian River Flow between these dares and all Fluor from lac 15 through Septcmbcr 30 is disposed of by a combination of evapurarion and percolation from the ponds and by reuse of trcamd efflue'zrt unsitc in 1983, thu plant capacity was increased to 2.8 mgd ADW h with a maximum wet weather flow discharge to the Russian River of 7.0 mgd. "phe improvements included conversion of [he secondary clarifier into a second primary clarifier, constmction of a biological tower in addition to the trickling filter, three new secondary clarifiers, a new chlorine eonmeror pipe, new deehh>rination facilities, addition of emergency generator Eaciliti~, and a new direct outfall. In addiriuq an earthen levee was constructed arouurl [he WW'I'P sire and sludge lagoons at an elevation of 580 feet MSI, m protect against nc~ 100-}'car flood Ievcl. In 1956, a third evaporation/percolation pond was a>nstcucted to [hc north of [he two existing ponds, and in 1989, en efflucne pumping station was constructed m [nmfer seumdnry efElucnt to the third pond. also in 1989, the Rcprional \C~atca Hoard revised the Hasin Plan to require advanced wastewater treatment (r1yC1'I) of nc~ effluent discharged m [he 7Lussian River. Secondary treatment was also required for discharge to the ponds. In 1995, the barminutors in the hcadworks were replaced with channel screen armminu[ors, and a fourth s'eumrlazv clnriEer, a new aWT system, and a new solids handling facility, including a belt filter press f a processing solids, were constructed. Currently, nc~ City's \CiWTP discharges [mated effluent under nc~ Natiurral Pullucmt llischurgu Daimination Scs[cm (tiPDI(S) Pcrcnit No. CA0022888 Lasucd bl~ nc~ Regional Water Huard. 'Coro discharge points arc pennittal as described above, one to the Russian Ifiver and the other trr [he three ponds. bigots 4-2 is an aerial view of the WW'CP. "Cables 3-2 and ~3 summarize histrrzienl and projected wastewater Fluor from the collection, treatment, and disposal st~stems. 43 nHAFi lanemew purposes oNy. aJUAOOC50TWe~etlUWMP1f}31 dac 4: Recycled Water 2005 Urban Water Management Plan TypeM WeebwMer 2000 2005 2010 2015 2020 2025 2090 Wastewater collected & treated in the service area 3,710° 4,483° 4,762 5,295° 5,829° 6,362= 6,895° Volume that meets recycled water standards 876° 441° 1,016° 1,129° 1,244° 1,3574 1471° °ACtual plant data. Interpolation of data between 2000 and2030. = 2026 Design Cdfede Irom TM 29, Technical Memoranda for the Wastewater Treatment Improvement ProjecS Volume 2 June 2009. ° Based on average recycled waterproduced for the period between 199]antl2002. 'Phe Ci[t- is constmcting impn>vements to the WV'(rIP facilities rha[ will improve the efFluen[ discharged. Completion of [he improvements is expected in dune 2009. 'Che improvements to the W'W'I'P will allow [he VVC-"P facilities a, meet recycled water standards. 'Phe volume of req~ded water fur this UWMI' was estimated based on plant data from [he .4 W-I' taeiht}~ discharge to the Russian Rivet from 1997 through 2003. 'Che AXrW'CP discharged apprztximaicly 21.3 percent of ies flow to the Russian River during that rime period. "Chacfiae, it was a_aumed that the VG'~CrI1' would discharge 21.3 percent through 2030- ~ ~ Aktlpd of ~eposel Current imlmeM level 2005 2010 2015 2020 2025 2030 Discharge to Russian River Tertiary 441 1,016° 1729° 7244° 1357° 1471° EvaporalioNPercola[ion from Ponds Secondary 4034 3,423• 3,643° 4,262° 4,662° 5,101° Reuse within Plant Secondary 8= 323° 323= 323= 323° 323= Total 4,454 4,762 5295 6,629 6,362 6,895 = Based on average recycled waferproduced lorthe period between 199]and2002. =Value olrecycled water with no percolation Irom ponds. Assumes evaporation from ponds wouldbe minimal. ~ EeGmeted uae olpl~nt water within the WWTP propelly boundaries. DFACno--ev~nv puryases Dory. S:W-0oc5e~!WdIetlUWMP10.J1 noc Figure 4-2. City of Ukiah Wastewater Treatment Plant 4. Recycled Water 2005 Urban Water Management Plan 4.3 Current and Projected Recycled Water Use Unly a small portion of ds treated effluent is currently reused onsite at the IX/W"I9'. R is used For landscape ircigatiun, process washdown, and spray water. Hecause the Fluor that is reused is rdativdv small, i[ is nut measured. Putentiat publicly owned recaded water sites within and near the Cin° include the Ukiah Municipal Aitport, 1 [ighway l01 median, Ukiah Golt Course, city parks-, schools, rAnton Stadium, Qty's softball complex, City Civic Center, City and Cuunh' Pairgmm~ds, and Mendocino College. Po[attlal privately owned recede water sites include vineyards and orchards. 'the estimated acreage of land that could be irrigated from publidy owned sites' is approximately 236 acres. ~Phere arc not aufficirnt publicly owned Eadlities Enr use of all the recycle water and any recvdcd water pa>}~rzam would rcyuiec [he participation of privatcLy owned faeilitice. 'Chc Ukiah \-bmieipel Airport and ~ Iighway 1 Ol median arc located dose to the WIX'PP si[c and arc the must Feasible si[cs fur recycled water. BLost of the other sites arc taunted in [hc noahem pan' of the City, whflc the W W'CP is located in the southern par[ of [he City. "Chic makes the cost trr use rccyded water significantly higher. Privatdv owned facilities such as vineyards and orchards arc the mos[ flkdy users of rccyded water. f luwcvcr, significant barriers were idcntiflcd when local farmers and agricultural industn~ rcpresrn[ativcs were consulted. "Chase barriers could limit the feasibility oEa cecpded water program for privateb owned facilities. "I'hcsc barricn indudc the following: I) seasonal need fur wa[cr does not necessarily correspond with time,. when rccyded water most available, thus requiring additional storage facilities, 2) for organic Farmers, the thought is that the use uF rccyded water would remove the organic eer[iFicatiun from their products, 3) priva[dc owned Eacdities fear the possibility of losing [heir enuring water eights if rccyded water is used, 4) existing water supplies appear txr he sufficient m meet their needs, and 5) it is nor cost effective to use recvdcd water without subsidizing the req~de water program. 'fo loth- implement a water recycle program, these barncrs will need to be addressed through public education programs- Cables 4-4, ~S, and 4-6 list the actual, putenrial, and predicted mcycled water use within the City Uner type TrealmeM Level 2006 2610 4016 2020 2046 2020 Agriculture Ted7ary 0 0 tbtla [brie tbtl° [brio Landscape Tediary 0 0 ibda tbda tbtl° tbd• Wildlife Habi[at 0 0 0 0 0 0 Wetlands 0 0 0 0 0 6 Industrial 0 0 0 0 0 0 Groundwater Recharge 0 0 0 0 0 0 Consumptive Reuse within Plant Tertiary 8° 323° 323' 323° 323° 323° Golf Course Irrigation 0 0 tbd tbtl tbd tbtl Total Potential Recycled Water 8 323 3,843 4,262 4.fi82 5.101 The uses for recycled wa(erhave nofbeen determined. The total amount will be dividedamongst these uses. IDis quanfiry of llow reused of the plants nofineasured If isa relafivelysmall quanfiry. Estimated use ofplanf wafer within the WWTPpropeM boundaries. OFAFT fog ~wmm p~Pas~ only StNooc~W!WaferAUWMPIp31 tloc 4. Recycled Water _ __ 2005 Urban Water Management Plan Disposal of was[cwatcr is a vital parr of nc~ overall wa[er balance for [hc C3tp. The firs[ seep to undcrs'ianding the role [hat recycled water has in [he wa[er balance is to eomple[e a Water Rco~ding f~lastcr Plaq which the City plans ru complete in the Enturc. One componen[ of die Warcr Recycling Master Plan will cvaluam the economic Eeasbiliry and financing options Fur a receded wa[er system. User type rtt t t• r 2006 Pro(eollon for 2005 2005 Atlwl use Agriculture 0 0 Lantlscape 0 0 Wiltllife Habitat 0 O Wetlantls 0 0 Intluslrial 0 0 Groundwater Recharge 0 0 Other (user type) 0 0 Total 0 0 4.4 Recycled Water for Agricultural Irrigation 'fhc Ukiah Valley around the City has extensive farming operations and potential candida[e customers ~cnd users f?rz the City's recycled waicr. "I'wo principal issurs arc important for potential reuse - effluent quality and implications for wa[cr rights. Effluent Quality. Once the WlC/'CP improvements am completed, [he AW'I' effluent from the City's IX/VG"fP will mecb~ UI IS rcyuirements Eor unrestricted reuse (Fide 22, California Administrative Code), spedfiealll~ effluent fil[ration and duinfeetion to achieve mtal a>lifurm concen[rations of Icss than 2 most probable number per 100 millilitca. Such cEEluat[ would grncrally be acceptable Eor most agneultural applications, c.g., irrig~ntion of pasture lands ur fields used to forage I lowwcr, because of the /AWT treated effluent [oral nitrogen eonecntratioq vineyard owner map have some reservations regarding such rcusv. AL~o, the Ukiah Vallee has a high percenta~ of organic fanners. At [his time, organic farmers may Ecar losing their organic certification if thev use rceydcd water. Water Rights Some farmers have expressed concern that use of recycled water in place of their current water supplies could jeopardize surface water rights. I however, California Wamr Code Section 1010 provides that nn claim of water right (riparian, prr1914 appropriative, pos[-1914 appropriativo) will be reduced or Inst as o rczulr of the use of rccvdcd water, and that the use of recycled water in lieu of surface water ¢ cyuivalcni n. maintaining that right and shall constitute beneficial use. I~urtber, Warcr Code Section 13550 scams that 46 ovuenor.m,ew woos=s amy S:'~u,oocsw'~wotewwMntooi arc • The uses lorrecyded water have riot been tletermined 4: Recycled Water 2005 Urban Water Management Plan terrain conditions must be met before [he SWRCH can reyuire'a right holder nr accept recy~ded water. 'the source must be of adcyuate yualitq, furnished at a reasonable cost, and nn[ be detrimental to public healdt, poor tights, or dre environment. 'the SWRCB is responsible for making a determination on each of dtesc conditions and cootie[ reyuire such use until after proper notice and a heating is hdd. 4.5 Optimization Plan with Incentives 'fhc Cit)~ will develop a Water Rccyding ~[as[cr Plan in the Euturc [hat will address optimizing nc~ use of rceyded water. 'Chc Cirq is also invcatigxting the use of dual distribution systems to promote m-use. VLethods m encourage recycled waRr toe wdl be considered, but have not been determined pct. 'fable 4-7 vanno[ be completed until a&er die completion and adoption of a Water Rccyding .'Viaster Plan. Table 4-7. Methods to Encourage Recycled Water Use (DWR Table 38) ACtlrne 2010 2015 2020 2025 2030 To Be Determined tbd° tbda tbd° t6da tbda Total tbd° tbtl° tbda tbda tbd' IDese numbers cannot determinetl until completion and adoption ola Water Recycling Master Plan. 47 oanvt mr iev~ew ou~pwes ory. °',NDOCSOTWaIenUWMP10.Ji tla CITY OF UKIP,H URBAN WATER MANAGEh4ENT P'_AN 5. HISTORICAL AND PROJECTED WATER USE Water demand projections provide [he basis fur sizing and startng foram water facilities. Water use and production records, combined with projections of population, employment, and urban development, provide the basis &x esiima[ing hrcure watee rcyuimments. 'I"his chapter peesents an analysis of available demo},aaphic and water use data, customer connections, his'[oncal groundwamr and surface water produaioq uni[wamr use, and the resulting projections for future water needs For chc City. 5.1 Employment, Land Use, and Population 'I'hc following paragraphs discros nc~ employment chnractcristics, land us'c charactcri~tics, and population projccta. Employment Characteristics. '.m I)1i vmunr in lJkiah and [hc surrounding area is provided largclc by [hc local hospital, and retail, and service msinosso_ Agriculture also is a major employer in Vlendueinu County indudinv wineries, vineyards, pear orchards, and wood product.. "Che number of small non-agricultural tppe< of manufacturers and service industries continue to rise, while timber industry aaivitics arc in decline As with mnm~ rural communities, s[a[e, county, and local governmen[ agencies also constitute a significant part of local employmen[ (Ukiah Chambers of Commerce http:/hvww.ukiahehambeea m/dem< gn ~hics hmtl). Land Use Characteristics. Land use within the City rcgnon is characterized as suburban. Additional I:md uses m nc~ region and service area include agriculture, ligh[ indus[nal, eommemial, and mereational. Deletetl: Indi~aev rv,plo.mc~n Deleted: ~~d~~a~- Land use within nc~ Russian River watershed is primarily agricultural with the grcamst cmph~sis on vineyards, livestock, and orchard crops. 64ajor orchard crops consist of apples, pears, and prunes, while some production of o[hor crops such as IF fivers and walnuts aho occur "I'he Russian River watershed con[ains both Deletetl: d,~R~~, drv and irriga[ed pas[ures, with both hay and grain Production. (Ukuh Chambers of Commerce Deletetl: 6ttp: t/www.ukiahchambur c ml ~dcmogruphcs html). ~""~ Population Projections. Ckiah has expcncnced slow population growth with a 2.9 percent mial increase between 2000 and 2004. In 1995, [he General Plan estimated an average annual growth ra[c of 4.5 percent. blorc rcwnt data from [hc California Department of Finance indicates an average annual growth ra[c of 0.77 percen[ from 1999 to 2003. Per [hc hrtuce water production analysis, an annual growth ra[e nt LO pesent was assumed in [he population projections in the City. Build-out for the Cite is expected in 2015 at a F°pulatiun of 17,992. I nor water planning purposes, the Cit)~ aho assumes that it will annex chc land within the 1995 sphere of influence depicted in I~igurc2-2 within the next 30 years. 'Phe population within the sphere of influence is expected to increase by 2,503. '1'ablc 5-1 summarves the current and projected growth for the City as_auming the City will gradually annex land within the sphere of intlucnce fora 20 year period starting in 2011. fable i-I shows the Curren[and projected population projections. 't'able 5-1 does not wdude the existing population 5.1 Formatted: Not Highlight Deleted: '1>,;> uwvtr T.,~m~d vat ~[ilhicw wed willow CIX'D wa.dd connnne ~e their cxisnng a oFnvT ro~ reeew oavascc «iry s:'~u~oocsw~walanuwMVloal aoc 5. Historical and Projected Water Use 2005 Urban Water Management Plan 5.2 Historical Water Use Watc~ pmduction is the volume of water measumd a[ the source, which includes all water delivered ar residential, commercial, and public authorih customers, as well as unaccounted-for water. 12caxds of hisdxical water production obtained teen Bartle Well. /l ssociuto' sewe as the basis for developing unit water dcYnands fur the Cit}'. ~hhe City recently restructured its water rare schedule and is ahu updating ih accounting system. Current data does not support an accurate basi~ fur developing unit water demands by user type. 5.2.1 Water Use By Connections Ln 2005, the City currently serves about 15,600 residents through approximately 5,700 connections. Current City accounting prnenecs do not identify scparare accoun[ types such as single Eazrtily residential, multi-famtly residential, industrial, institutional~commereial, or landscape 'the number of connections was projected based on [hc average numhcr of people per conncc[ion Erom years 2002 m 2004- It was assumed [hat the City would begin unnesing land within its sphere of intlucnce in 2011 and that this process would span 20 years'. 'this is reflected in "Cable 5-2 through 5-4. 'Phe [oral number uE connection is shown in'P~able 5-2. Year Total COIIMCMOM People/ConneOtlon 2002 5,511 2.87 2003 5,558 2.87 2004 5,684 2.84 2005' 5,718 2.85 zalor ssfis zes zols• ssln zes 2020' 6,728 2.86 2025' 6,947 2.86 2030" 7,166 2.86 AVERAGE 6,549 2.86 indicates protected values Bused on the projected number of connections, an average production per connection was calculamd Eor [itture water production through 2030. "I'~able 5-3 shows this data. Because of the limitations of the Citp'e accounting svs[em, the water Demands for industrial and commerual accounts can no[ be accurately determined, and thcrefirzc, arc factored into [he 2.86 people per amncction value '1'hu~ is also reflected in 5.2 oeact a~ ~~~~ow n~mosos o~~ry S:!NCU~aWIWa~er1UWMPIPJI tlor. • Dafa lrom Calitomia Department of Finance 2003 ~POpulafionestimate0 /tom data providedby the Ciry. Cdy buildouf expected bbe reached in 2015. Projections inclutle population es(imafes /rom within 0e 1995 General Plan sphere of influence depicted in Figure 82. 5. Historical and Projected Water Use _ 2005 Urban Water Management Plan the 0.7i Nrl-per connection. If a large water user enters the City's.+ystcm, the CWMP should be updated to reflect dais. Year .[. ~ Total production [AFYj Connectlone AFY/COnneglon 2000 4,223.87 5,511 0.77 2001 4.068.67 --- --- 2002 4,163.37 s,511 0.76 2003 3,872.56 5,558 0.70 2004 4,129.93 5.685 0.73 2005 3,756 5,718 0.66 2006 3,831 5,771 0.66 2010' 4,3fi9 5,985 0.73 2015' 4,752 6,510 0.73 2020' 4,912 fi,728 0.73 2025' 5,072 6,947 0.73 2030' 5,231 7,166 0.73 AVERAGE 4,781 6,549 0.73 ' intlicates projected values t3ased on the average number of people per conneetnun and the average water we pct connection, [he City's per capita usage is about 238 gpd. Because the Cirv does no[ Gave data available to divide [he wazcr production into earc}axics, only the [Deal water dclicencs and aeunur[s arc shown in "Cable 5-1. Yex WeW use mlore SMgle iamlry MudF hmlry Commercial ~~ Industrlel ~ InetitWOnall Gov Landscape AgrleWture Total 2000 meter #ot accounts --a --- --- --- --- "-" --- 5,511 Deliveries AFY --- --- --- --- --- 4,224 2005 meter # of accounts -- --- --- --- --- --- --- 5,718 Deliveries AFY - --- -- --- --- 3.756 2010 meter #oi accounts --- --- --- --- --- --- --- 5,985 Deliveries AFY -- --- - -~- -- 4,369 2015 meter # of accounts -- --- -- --- --- 6,510 Deliveries AFY -- --- --- --- --- 4,752 2020 meter # of accounts --- -- --- - --- --- --- 6,728 Deliveries AFV --- --- --- --- --- y,91P zozs meter #oi accounts --- -- --- --- ~-- 6,947 Deliveries AFV --- -- ~-~ --- --- 5,072 2030 meter #of accounts --- --- --- --- --- 7,166 Deliveries AFY -- --- --- --- --- 5,231 5.3 aRAF? tar mvimv P~N~as on y. Ei,P.ews07AWaL=AUWMPiO-9iJx 5~. Historical and Protected Water Use 2005 Urban Water Management Plan • Because 0e City's aaounfing system dN not dMerentiate among connection types, the number of connections have been IeR out o/this table. 5.2.2 Water Sales to Other Agencies As sated in Section 3 ~ die Crt} is nor a whole Jcr and doe no[ -ell wttcr to any oEd,c Ioeat county wetcr dunicts or wnter eompaniet exa pt m c necpcncics under cmrr~ cna~ interne i(~reement with \1Wvi ~ ~ d Deleted: W illov. (ounty~ AC/atcr Di tticts.. Hccuusc the (it} is not a wholrsaLcr,'Cablcs 5 5 and ~ 6 arc Edlcd in wi[h zeros. •1 I wear eimrolded zooo 20~ 2010 2ou 202o toss sow Millview County Water DisMCt 0 0 0 0 0 0 0 Willow County Wa[er DisMCt 0 0 0 0 0 0 0 Rogina Water Company 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 r NTOIreNN 8010 2015 2020 2025 2090 N/A 0 0 0 0 0 5.2.3 Unaccounted-for Water and Additional Water Use llnacamntcd-tor water is un-mcmrcd water use such as flrc protection and training, system and strcc[ Flushing, sewer deaning, amsttuction, svstcm Icaks, and unau[horized a>nnecdons'. Gnaeumnted-fur water can aL o result From meter inaccuracies. Haled on estimates provided by' [he W1'Y, unaccounted-fnr water For this UACiRIP is assumed to be three percent of total water production. "I-able 5-7 shows the results of unaccounted-For wa[cr and additional water us'c. "I'hc Ciry dues not u_~c wa[cr as a saline barrier, groundwater recharge, or other conjunctive use It also does not use i[s raw water hot other purposes. r Weler Ure 2000 2005 2010 2015 2020 2025 20w Saline barriers 0 0 0 0 0 0 0 Groundwater recharge 0 0 0 0 0 0 0 Conjunctive use 0 0 0 0 0 0 0 Raw Water 0 0 0 0 0 0 0 Recycleda 0 0 0 tbtl tbd tbd tbd Other (define) 0 0 0 0 0 0 0 Unaccountetl-for system 127 113 131 143 147 152 157 5-4 nRAFl mr revises oumases orN. sr,uoarsarwaoruwvPirvsi a«. 5. Historical and Projected Water Use 2005 Urban Water Management Plan w,ca u~ I xooo I zoos I so~o ~ zms ~ xozo I xozs I zoa Total 127 113 131 143 147 152 157 ^ Recycled water is not considered a loss and is not includedin the rotal. 5.2.4 Total Water Use ]'able 5-8 shows the [o[al combined wamr use from 'pablcs 5-4, 5-5, and 5-7 (USX/R'I'abLcs L, 13, and 14). +uara rrom wrr recoms 5.3 Water Demand Summary 'phc Cit1's demand is lower [han i[s avadablc water rights and waecr supply as d~seusscd in Chapaa 3. R~ascrl on the Janand pcojcetions pa>vidc<I, [he City's demand falls below its water supply up through 2030. '1'hc per capita demand of 228 lid is rclativch^ high bu[ not our of line foe similar communiries y>iven the warm summer donate and degme of landscaping. I lowcecr, at times, tha Cite has a difficul[ rime meeting demands, cspceiall}' park demands during cxmndcd periods of hot weather. "fhe rcausn dre Ciq~ s water system cannot meet the peak venter demands during ehese periods' is because the pumping capacity of the existing Kannec collector, surface water wells, and pcreola[ed },rcoundwater wdl c limimd. illso, during drough[ conditions, the wamr table is lowor, which reduces the t~iald of the wells. "Che City is conducting a gmoundwa[er well siting study ro increase 1,rzoundwater well produenun by 1,500 gpm to help [hc City meet its peak demands. F Iowcvcr, additional pumping capacitc will be needed to meet future growth within the 1995 General PL1n sphere of influrncc depicted in Pilnne 2- 2. ---~-- DRAFT lar re~~ew owyoses o~iy. S:!IYDOrSO]AWa@'~UWNPIP31 tloc CITY OF UKIAR URBAN WATER MANAGEMENT PLAN 6. WATER SUPPLY VERSUS DEMAND COMPARISON "Fhis chapter provides a comparison of penjeeted water supplies and demand and watee shortage expec[a[ions. 6.1 Current and Projected Water Supplies vs. Demand lhls scaiun provides a unnpu3son of normal, single-der, and muLtiplydn' water year supply and demand foe the Ciry- W'atee demands etc addressed in Chaptee 5, water supply is addressed in Chapter 3, and rccydcd water supply is addressed in Chapter 4 of this UWbI P. 'Fhc pmjae[cd normal water year supplies aca compared to [hc current demand for [hc Crty in'Fablc 6-I. (from 3r1.OU 3-7) 1010 2075 2040 2025 2090 Supply (16,570 AF for 2005) 17,175 17,775 17,175 17,175 17,175 of year 2005 104 104 104 104 104 'Fhe current and projected water demands arc urmpaeed to the Curren[ demands for a single dry year foe the Ciry in 'Fable 6-2. (franTtlle 54!) 2010 2n5 2020 2025 2030 Demand (3,8fi9 AF for 2005) 4,500 4,895 5,059 5,224 5,388 of year 2005 116 127 131 135 139 'Fhe projected water supply and demand arc compared [o [he demands' for a normal water yeaz For x6c Ciry in 'Fables 6-3. r. 2010 2015 r~ 2020 2025 2030 Supply totals 17.175 17.775 17,175 17,175 17,175 Demand totals 4,500 4,895 5,059 5,224 5,388 Difference 12,fi75 12,280 12,116 11,951 11,787 Difference as % of Supply 74 71 71 70 fig Difference as % of Demand 282 251 239 229 219 6-1 oPnFr mr Rvew owyoses only 5'~NOOa~Y]`.WaN~UWNPIR~1 tloc 6: Water Supply Versus Demand Comparison _ 2005 Urban Water Management Plan Based on Tables 6-1, G2, and G-3, the Ciq~ wdl have adequate wa[cr supply during normal wars through 2030. V ore drat this armpadsun dues nor account for water saved as D1vdMs. Increased paaieipatiun in DNfS1s could lower drntand. 6.2 Water Shortage Expectations "Che projected water supply and demand &.r normal, single dry }'cars, and multiple dry years arc shown in 'T'ables GS through 6A. R.ven [hough the wamr supply total exceed the wa[ee demand totals, i[was assumed [hnt venter conservations within die City and the sphere of influence depie[ed in Figure 2-2 would occur with multiple dq' yeas. 'this is n practice [ha[ dte City has operated in the past because of the limited pumping vnpaeity from the City's watcrupply sources. Ahn, during multiple dry years, die wa[cr levels drop, making it more diE&ule to pump. Iror'I'ablcs G-5 [hrough 6-9, [he analysis assumed tha[ after the fires year of a drought, the City would reduce it water osc by 87.5 pcrcrnt of normal use, [hc second year after a drought, the City would reduce its water use by 83.5 percent of normal use, and the third and fourth yens, the City would reduce its water usu be 75 percent of normal use. ~~ 2010 ~ 2015 2020 ~ 2025 2030 Supply totals 6,400 8,400 6,400 6,400 8,400 Demantl totals 4,500 4,695 5,059 5,224 5,386 DiNerence 3,900 3,505 3,341 3,17fi 3,012 Difference as%of Supply 46 42 40 36 36 DNference as °/ of Demantl 87 72 fib 61 56 2006 ~ ~ 1 r. 2007 rr ., . 2000 , ~ 2000 2010 Supply totals 8,400 8,400 8,400 6,400 8,400 Demantl totals 3,946 3,622 3,684 3,342 3,375 DiOerence 4,454 4,578 4,716 5,058 5,025 Difference as%ot Supply 53 54 56 60 60 Diference as % of Demand 113 120 128 151 149 6.2 DRAFT io~ review puD°ses only SAU~[br50)1WalenUWMPoe-31 Ooc 6: Water Supply Versus Demand Comparison 2005 Urban Water Management Plan 2011 . ~~ 1 2072 ~ ~ 2073 ~ ~ 2074 2015 Supply totals 8,400 8,400 8,400 9400 8,400 Demantl totals 4,578 4,075 3,954 3,fi11 3,671 Ditference 3,822 4,325 4,446 4,789 4,729 Dltlerence es % of Supply 45 51 53 57 56 Diference as % of Demand 83 103 112 133 129 2015 . ~~ I I 2077 ~ ~ 2010 ~ 2019 2020 Supply totals 8,400 6,400 8,400 8,400 8,400 Demantl totals 4,928 4,340 4,169 3,770 3,794 Difference 3,472 4,Ofi0 4,231 4,630 4,606 Diference as °a of Supply 41 48 50 55 55 Difference as % of Demand 70 94 101 123 121 2021 .~- 1 2022 ~ ~ 2029 ~~ 2024 2025 Supply totals 6,400 8,400 8,400 8,400 8,400 Demantl totals 5,092 4,484 4,307 3,893 3,918 Difference 3,306 3,916 4,093 4,507 4,462 Diference as%of Supply 39 47 49 54 53 Diference as%of Demantl 65 87 95 116 114 2025 ~~ 2027 ~ 2028 ~ 2029 2030 Supply totals 5,400 8,400 8,400 8,400 8,400 Demantl totals 5,257 4,626 4,444 4,016 4,041 Diference 3,143 3,772 3,956 4,384 4,359 Diference as °a of Supply 37 45 47 52 52 Diference as%of Demantl 60 81 89 109 108 6.3 onaFr iar iev~ew purpmos orvy. s',u~oosanweienuwMaio-a. o°r 6. Water Supply Versus Demand Comparison _~ _ 2005 Urban Wafer Management Plan Based on chc infirtmatiun shown in Tables G4 through 6-9, ds City ha. adcyuatc supple during multiple drq ccaa. I I nurever, nc~ Cicr's pumping eapadty a limited. '1'hc City plans on adding two groundwater wells in chc Weer furore and will need m add more wells as needed Eor connections within [he 1995 Geneeal Plan sphere of influence depie[ed in Pigure 2-2. 6.3 Water Shortage Summary ~Phc Ciq~ is no[ expected to have any water shortages in [cans of water rights within the nest 25 years. [ lowcvc~; chc City is currently limited by its pumping cepncity, not its w~n[cc supply. This analysis shows that even with a rcduetioo in water supply, [hc City still has suffieicn[ watts supply ro meet its &rzceas[cd demands Wl[hont en}' W3000 ConSCrna[iun. G4 oentr m~ revrew ou~posas oi~ry. S IVOOaPI`~Wa~o~UWNP1p31 tloc CITY OF UKIAH URBAN WATER MANAGEMENT PLAN 7. DEMAND MANAGEMENT PRACTICES IX/ater conservation is a method available [o mduee watec demands, thereby reducing water supply needs foe the Cig. "Phis chapter presenh a description of die City's water armervation program, an economic analyses of water conservation Demand bianagnnen[ Maasures (IJMbts) I, ?, 6, 14, and a description of the methods and assumptions used to conduce the amrlvsis. 7.1 California Urban Water Conservation Council 'fho unpredictabiliq• of its water supplies and ever increasing demand on Califumids complex water rewurres have « sulmd in a coordinated effort by DIX~R, water utilities, environmental urganizadons, and other interested groups [u develop a list of urban water conservation Uh1SL+' for conserving water. "Phis amsensus- building cffua resulted in a Memorandum of Cndcrstanding (~bIOU) Regarding Crban lC/atcr Conse2vadon in Cali Eomia, as ~amcndcd September 1C, 1999, among parties, whidt &rrmalizcs an agreement [c. implement these Ub11Ls and makes a cooperative effort to ruduec the curo~ump[ion of California's water resources. The lllfMs as defined by [he MOU arc presented in 't'able 7-1. 'I'hc MOU is administcecd b}' [hc California Urban WaR~r Conservation Coundl (CU WCC). 'I'hc City is nut eurrcndy a MOU sigmetoey. 'fhe MUU reyuires that a water utility tinplemrnt only the 1~Mh4s' that arc economically feasible If a llMlA1 is not economically feasible, the utility may rcyucst an economic exemption for drat DM~t. l~he DMMs as dchncd in the MOU arc gcncrallc recognized as standard dcfinidons of water conscrvadon measures. ~~ No. DMM Name 1. Water survey programs for single-family residentlal and multi-family resitlential connections, 2. Residential plumbing retrofit. 3. System water audits, leak detection, and repair. 4. Metering with commodity rates for all new connections antl retrofit of existing connections. 5. Large landscape conservation programs and incentives. 6. High-efficiency washing machine rebate programs. 7. Public information programs. 8. School education programs. 9. Conservation programs for commercial, industrial, and institutional accounts. 10. Wholesale agency assistance programs. 11. Conservation pricing. 12. Conservation coordinator. 13. Water waste prohibition. 14. Residential Ultra Low Flow Toilets (ULFT) replacement programs. 7.7 onnrT ro~ review wmvs2wr~ry. savoocsw~wzienuwMVioat aoc 7: Demand Management Practices 2005 Urban Water Management Plan 7.2 Methodology and Assumptions :An economic analysis is conducted firr four of tiro ld DMb1s that arc described in [he MOU, DMMs 7, 2, G, and 14. F,conumie analyses arc not completed Fur DA1l1s 3, ?, S, 12, and 13 because [hey arc coo- yuantifiablc, }et essential n. the success of those DS1Ms that me yuanbfiable. Ton-yuantiflable DMhts arc those [hat have nu yuantihable amount of dollars that need to be span[ to implcmrnt these programs. "phc amount of water saved from these Dhlb1~ is also oo[ quantifmblc. DMDf 4, 7, K, ] 1, and 12 arc not analyzed because they arc currendv implemented; DMMs 5 and 9 arc not analyzed because the City has very limited large landscape, commercial, industrial, and institutional customers. UM6110 is not analyzed because the City is no[ a wholesaler. :Asstmptions used in the economic anahsis For each DMM analyzed arc described in .lppendix F. Directly beneath each assumption is a brief description of the rationale and/or supporting evidence for that assumption. Common assumptions for all DMMs arc that the value of conserved water is 5 ],206/:11, [hc real discount rate is 6.15 percent, and the overhead rate is 13 percent "fhc real discount rate is calculated from the assumed real cost of money (S.G7 percent) and the assumed long-term inflation rate (2.52 percent) using [he precise conversion method (A&v Technical Services 2000, pg A-2). "fhc economic anal}sis was performed using \IicrosofKaJ Lsecl 2003, a spreadsheet program. ;A separate, customized worksheet for each DDfb1 is presented in Appendix Ir. Isnch Dblbd economic analysis spreadsheet calculates, on an annual hosts, nc~ number of intcrvrntions and the dollar values of nc~ benefitu and costs that would result from implementing a particular DMM. "Perms and formulas that arc common to all the worksheets arc defined in'Pablc 7-2. Term BENEFITS Comments Avoided Capital Costs Capital costs that are avoided by implementing An example is the cost of a well that would not the DMM. have to be installed due to implementation of the DMM. Avoided Variable Costs Variable costs that are avoided by implementing An example is the cost of electricity that would the DMM. be saved if the DMM were implemented. Avoided Purchase Costs Purchase costs that are avoided by implementing An example is the cost of purchasing water that the DMM. would not be needed due to implementaton of [he DMM. Total Undiscountetl Benefits The sum of avoided capital costs, avoided variable costs, and avoided purchase costs. Total Discounted Benefits The present value of the sum of avoided capital An annual percentage rate consisting of the cost costs, avoided variable costs, and avoided of borrowing money minus the inflation rate. purchase costs. COSTS Captal Costs Capital costs incurred by implementing the DMM. For example, the cost to purchase and install meters for DMM 4. Financial Incentives The cost of financial incentives paid to Co-pay or distribution (or purchasing low-flow connections. plumbing devices or washing machines are examples of financial incentives. Operating Expenses Operational expenses incurred during implementation of the DMM. 7.2 onnrr ion rev~ewo~rrosos orvy. 5:`,NOOr.SW',WalefpWMP10.Jl tlx 7: Demand Management Practices ~ ~ 2005 Urban Water Management Plan ~- Term DMnitlat Canmems Total Undiscountetl Costs The sum of capital costs, financial incentives, and operating expenses. Total Discounted Costs The present value of the sum of capital costs, The discount rate is used to calculate financial incentives, and operating expenses. discounted costs from undiscounted costs. Net Present Value Total discounted benefits minus total discounted A value greater than zero indicates an costs. economically justifiable DMM. RESULTS Benefit /Cost Ratio The sum of the total discounted benefits divided A ratio greater than one indicates an by the sum of the total discounted costs. economically justifiable DMM. Simple Pay-Back Period The number of years required for the benefits to A law value is considered economically pay back the costs of the DMM, calculated as the attractive. sum of the brat discounted costs divided by the average annual total discounted benefits. Discounted Cost /Water Saved The present-value cost to save one acre-fool of A low value is considered economically water, calculated as the sum of the total attractive because it indicates a low discounted costs divided by the total acre-feet of implementation cost. Value must be less than water saved over the study period. the marginal cost of new water to 6e cost eRective. Net Present Value / The net value of saving one acre-foot of water, A high value is considered economically Water Saved calculated as the sum of the net present value atractive. divided 6y the total acre-feet of water saved over the study period. 7.2.1 Value of Conserved Water 'Phe value of a>nscrved wamr is based un the rate that the Ciry charges its cus'h>mers For water, plus the cost ro treat [hc water at the wastcmatcr treatment plan[- "Phc November 2008 rate oE$1.29 per 748 galluns (sec Table ?-3) was used plus 52,471 pc[ miUiun galloa~ to treat the water when it becomes wastewater. Rcotusc SO percent of treatmrnt costs nre attributed to Flow, only 80 percent of the cos[ to treat the wz'[ewa[ce was used 'I'hc remaining 20 percent of the wastewater trcatmcn[ costs arc av-aociatcd with organic and solids loading. 'Phis equated m a [oral value of water of S 1,206 per acre-feet "Phis calculated value for conserved watee does not include the capital cost fox imparvanents to the w.utcwa[cr treannent plant eu rcrydc all of City°'s waucwaccr iu [hc Future if [he Cin° is no[ allowed to dischazgc iota the Russian River. Rased on the total annual water savings calculated, it is csfimatcd [hat the City may be able to reduce the design Flow for future wastewater treatment needs be 6 percent. 73 nRAFi for raview puryoses only. SPll`DorseTWa~efUWMP10-3~ dot 7: Demand Management Practices _` 2005 Urban Water Management Plan AfalBr Si~me tt, r tt: r• Propoeetl NoMhty Service Charge Efhedve Deacdptlon November 2005 November 2006 November 200'7 November 2008 3/." 14.36 14.64 14.94 15.24 1" 21.58 22.97 24.41 25.90 1 'h" 37.85 41.85 45.99 50.28 2" 58.10 fi5.38 72.93 80.75 3" 105.72 120.70 136.25 152.36 4" 173.40 199.43 226.44 254.45 6" & Up 341.13 394.53 449.92 507.37 Fire Service 2" & Under 11.62 13.08 14.59 16.15 Fire Service 3" 21.14 24.74 27.25 30.47 Fire Service 4" 34.fi8 39.89 45.29 50.89 Fire Service 6" 68.23 78.91 89.98 101.47 Proposed Consumption Rale ($lunit; 1 Unll 76 748 gallons) 0 97 1 07 1.20 1.29 7.3 Current Water Conservation Program 'fhc Citc conducts an ongoing water umscrvariun program. A description of such DMbI char is cuacntlp being implemented or scheduled for implemenmtion, a schedule of implemontntion, and a method to evaluate effectiveness is provided in [his section. "Che existing conservation savings is also discussed. DMM 1. Water survey rograms for single-family residential a d ul[i-family es'dential connections. Dese[iption: Water survc}' programs for single-family residendal and multi-famil)~ residential connections consist of annual water audits, w"ater use reviews, and surveys oEpast program participants. :Audits will be conducted by trained auditors and mac include low Flow device installation. Audits will identity water-use problems, recommend repair, instmetiun in landscape principles, irrilmtion rimer use and, when appropna[c, meter reading. Schedule: 'the City offers trr test cusomer meters upon rcyucst. 'Che City does not [rack the number of rests performed annually. Evaluation of DMM Effectiveness: I4ffectiveness of this Dbl1'vl will be evaluatrd by pnrgeam penetrntion and by comparison of prior audited customer wamr use to future water use. 'fable 7-4 summariacs the economic analysis for this U~IM. ~Phe benefit to cos[ ratio ~ 1.3. Sec Appendix Ir foe full economic results for this D;vtiVl. 74 oaasr m. revises puryaso9 orig. el,UDOanTWa1P~UWMP10.yt dec 7, Demand Management Practices 2005 Urban Water Manaoement Plan DMM 2. Residentialplumbing retrofit Description: Plumbing rctrofi[ of existing residential acamnts consists of providing low flow ahuwcnc~ads, Fauec[ aerators, end toilet Icak detection [ablots to customers. "Phis includes working with local programs end businesses m utter free water conservation information and materials to residents. Schedule: "l'he City has offered water savings kin in the past l Iowever, due to lack of interest be costumers, the Ciry has disutntinued this pro},~am. Evaluation of DMM Effectiveness: The City offers retrofit kin if rcyucsral by die public, but has not seen significant saving: as a msutt from these kits. Table 7-4 summarizes' du economic analysis foe this D~1M. 'I'hc basfit [o cost ratio is 3.4. Sec ~Appcndix It fur fall economic rcwln f>r this DN[M. DMM 3. System water audits. leak detection. and repair Description: :A svstem water audit, Icak detection and repair program consists of ongoing Ictk detection and repair within [he svstem, focused on the high pxobabflity Icak areas. 'Phis also includes an ongoing meter edibration and replamncn[ program [or all production and distribution meters. Schedule: The City- pctbrcms Icak detection and repair on an ongoing basis. 'Phc Ciq~, also, calculates svstem wamr Losses annually and reports chic information to DWR. bt addition to calculating system losses, [he City is eurrendy replacing old meters in the system. "fhu new meters will provide a more accurate reading of water use within the City. Evaluation of DMM E((cetiveness: The City's annual report to DACR tracks the unaccounted for water losses in the system. ;Any reductions in water loss due to the replacement of old meteYS and water Icak detection and mpaus wdl be reflected in [he annual report. The City does nut record the number of miles of disMbutiun Iincs surveyed, nor the expenditures. 'Phis DM~f is non-quantifiable and therefore, no results arc prcn-irlcd in [hc economic analysis. DMM 4. Metering with commodity rates fur all new connections and retrofit o(e ' ~ti p co echo Description: "Phe City water distrbution s}'sicm is Adly metered. The City is currently replacing old memrs in the system in an effort ro provide more accurate readings of wamr use within its service area. Schedule: 'I'hc City will continue to instep and read meters on all new services and replace aging meters. Evaluation of DMM Effectiveness: I?ffcctivcncss of [his DMM will be evaluated by comparison of prior water use to future water use. f tuwcver, the Cite does not record [hc nuntbcr of meter rutrofin, metered and unmetered accounts, nor dm nuntbcr ofaccuunn without commodity n[cs. 'fhe Cit}• remndv went through a rate rostruetunng that is believed will reduce water uses in [he future. DMM 5 Large land ~ ° p erva[ o program ~ ~ d ' e ['yes Description: "Chc large landscape conservation program will consist of ideneiEying all irrigation accuunn and commercial, induanal, .md institutional (CII) accounts wish landscape nE one acre and larger, and recording this infurrnatiun into a dambnsa Schedule: The City's Planning Department reviews all landscape plane proposed for new developments. lnduded in [he Cry's Municipal Code is a requirement Fur all land'+eape planting to be °[hnse which grow well io Ukiah's climate without ex[etvsive irrigation." 7.5 oapcr ~a~ ~rs~~,v~mosos orvy. eru.eo~oTwei=ruwrtPio-ai aoc 7: Demand Management Pradices _~ ~ __ 2005 Urban Water Management Plan Evaluation o(DMM Effectiveness: No economic analysis k performed un this DMM as the City has verb few C^ acurun[s. Thu City does nut track the water use by large landscape customers, and can n..t evaluate the effectiveness of this DhIM. DMM 6 High-efficiency w~ashing+ machine rebate oronram Description: 'Chc high-cffidenev wxshing madiinc rebate program could consist of distributing rebates to those eusm rmers who purchase a water conserving washing machine. Schedule: 'Chc City does nu[ narendy have a high efficiency washing machine rebate program. Evaluation of DMM Effectiveness: liffcctivcncss of dtis ll9in1 u' not evaluated because the City does not track [he number of mbates. 'Cable 7-4 summarizes die economic analysis for dtis DbCM. "Phe brnefit to cost ratio is 0.4. Sce ;Appendix I' for Full economic results for this ll~I M. DMM 7 Public information proy~ams Description: Public infrrzmatiun programs would ams'ist of conservation news articles, fliers, media cuveragn:, community events, etc. Schedule: "1'he City bdicvc public awareness of water conservation issues is an important Factor in ensuring a rdiahle wamr supply- 'T'he Cih~ promotes public awareness of water conservation through occasional bill sniffers, distribution of [hc ConsumcY ConEdcncc Rcpor[, radio hxuadeasts, and [he City web-site. in addition, City s[a ff discuss with customers how they can conserve water. Evaluation oCDMM Effectiveness: Savings from this program cannot be directy quantified. 'T'he activities' performed in this program fall under [he conservation budge[ for die Cite. 'Chc conservation budget is SZ,000. Deleted: i DMM S. School education DlpYra,~ s Description: "I'he City would prepare wa[cc consen~ation programs to target chddren at school. Schedule: 'T'he City of&rs local schools tours of in water trcannent plant and also provides educational ma¢rtals. Pour sdcnec classes on public water supply at the high xhool arc offered once n year. 'Phc cos[ of this program comes cut of the CitJs conservation budget. Evaluation oC DMM Effectiveness: Savings from this program cannot be directly quantified. DMM 9. Conservation programs for commercial. industriah and institutional accounts Description: 'Chc Ciro would duvdop a conservation pro},~am &re Cll acamnh [hat includes water audits [argMCd to the top water users. 'T'his program would include survcvs of pas[ program participants to determine if audit recommendations were implemented. Phis program would aka include incentives related a. [hc uac of efficient water-use [eehnologics. Schedule: '1'hc City has only two industrial costumers: blavcrick Industries and Red "fail ;Ve Hrewcrt-. l'hc Cirv survcvs [hc water usage of the c industries. any new commercial, indus'[rial, or institutional developments will be reviewed by the City Planning Dcpartmun[ and must nice[ all requirements of the Municipal Code. Doc to nc~ lack of CII acmun[s, this llM~I has not been economically analv~ed. 7.6 oansr im ~ewew purtmrs orcy. s:~l~'~oarsanwataruwmam-ai ooc 7: Demantl Management Practices 2005 Urban Water Management Plan DMM 10. Wholesale agency assistance DfOP;rams. Description: Wholesaler water suppliers would provide financial incentives, or cyuivalent resources, as uppropriatc, bcncficixl, and mutually agrccahlc to their retail waccr agency custrnnccs to ndvancc waccr amscrvation cffoas and effectiveness. Schedule: 'this DMM is out applicable to the City since it is nut a wholesale agency. DMM 11. Conservation pricing. Description Conservative pricing reyuiras drat water rates encourage aroservative water use by nll utsiomcrs. Schedule: "I~he City- recently increased and re-structured its water rams [o encourage more nxtseevatiuq sec 'fable ?-3. 'Che City has simplified its rate structure by elimioating rate codes and classifying customers according [o their mMCr size "1'he new rare structure incorporates' the /Amerieart Wa[cr Works Association (A W WA) demand eapauty guidelines so [hat price increases across meter size in proportion to the pomndal demand a customer can place on the water spsrem. Evaluation of DMM Effectiveness: 1{ffec[iveness of [his DMM will be evaluated by comparison of Ciry water use prior to and fulluwiog the implcmcntatiun of any crvatiun pricing. Because the Cin- has just implemented a new rote schedule, the effcerivrness can not be evaluated. DMM 12. Conservation coordinator. Description ,A conservation coordinator is an ongoing component of a City's water conservation program. 'I~he conservation uuxdinan~r would be responsible For implementing and moninrcing a City's water conservation activities. Schedule: In practice, all stiff members encourage water atmervatiun implementation. Water conservation coordination for d,c City is established by the policies dc[crmincd by die City Council and includes answering yucstions of the public by maintenance and meter readers while in the ficld. Evaluation of DMM Effectiveness: Water savings from this DMht cannot be directly yaantihed. Effectiveness of this D:v(~f will be evaluated by the success of the City's water consen~ahon program. DMM 13. Water waste prohibition. Description: AC/atcr waste pruhi6itiuo will rcyuirc the City to adopt its own set of water urnscrvation regulations. Schedule: "Phe City has adopted regulations that state in part " ~W'here negligent or wasteful use of water exists on a cusatmds premise. _the City may dlsoxttinue the service ..° (City A4unieipal Code Ar[ide 7, Section 3571). 'Phe Ciq- firs[ sends atstomcrs x letter calling [heir attention [o [he wasteful praedcc aad asking for correction. I f ds condition is nut corrected within Eve daps after the wcitten notice, service may be dis'continucd if necessary. Evaluaton of DMM Effectiveness: Water savings from dtis pro},rzam cannot be directly quantificYl. DMM 14. Residential ULFT replacement programs. Description: Since Octubcr 1992, ehc sale of eoilets using more than L6 gallons per flush has been prohibited by State and Federnl ngula[ions. 'I'hc residential CI J~"I' replacement program will require the City to hand out rebates m those who buy an UI,I''C toilet. Schedule: l~hesc regulations arc cn forced in the City. 7.7 Quote m~ ~eu~9w ouma~s anry s:~u norsw:wa~enuwmviom aor 7: Demand Management Practices 2005 Urban Water Management Plan Eval~adon oCDMM Effectiveness: I~;ffeetivcno~s of this DIM has not been evaluated a~ the City dui nor track [he number of rebates ur expenditures. '['able 7-4 summanres [he economic analvsis fur this DMU. "I'he benefit to cost ratio is 2.9. Sec rAppendix P for full economic results for this DM1L 7.4 Economic Analysis Results :An escimatu of existing comcrvacion savings is nut available [[ is likely that previous and ongoing conservation measures have resulted in water savings oEappruxvnatcly 2 a, i pececne of total water production. 'Che water savings already achieved by existing eonsen~atiun measures' will have some impact nn the City's ability to Eurther reduce dem:md. Nevertheless, the City antidpates achieving additional water savings be furchcr implcmcntarion oEDMbis in die Future OF chc four Dh1Ms analyaed, three appear to be cost effective Eur [ha City-. DMtiis 1, 2, and 14 should be evaluated in [hc Cumre m assess iF the City has the capital to implemrn[ them. 'Fable 7 ~4 summariacs the economic analysis results. r Slnlpb DiseouMad Net ProaeM Total Total Benefit/ Payback Cost/Webr Valual Wabr BMP Dlaeamted Water Saved Coat Anelyda Saved Saved No. SNIP Name Coat (S) (acre-feet) Natlo (years) (paere•hat) (Lecro-feet) Water Survey Programs for 1 Single-family Residential and 27 924 104 1 3 10 268 88 Mufti-family Residential . Customers 2 Residential Plumbing Retrofit 47,887 229 3.4 4 209 455 6 High-efliciency Washing 32,557 24 0.4 47 1 356 -778 Machine Rebate Programs , 14 Resitlential UIFf 409,099 1 932 2.9 7 212 407 Replacement Programs , With implementation of DM.tif I, 2, and 14, [he Cih~ could save an average of 130 iAI ~ per year at a cost ut about 534,000 per year fur the near 20 years. 'these costs do nor account &x mcyded water pumping, which could add savings of about 55,250 per year on enoryry iE energy costs 50.14 per kpuwert/hour. The City may aLsu chose to run these programs on a Icss aggressive schedule to reduce the capital costs duung the firs[ few years 'Phc U7.1''C to4e[ reptaecmcnt program saves the Ciey the most water. lluc eo natural attritioq many [oleo will be replaced in the future even without a rebate program. "Chc results of this economic analysis arc similar m the rewlcs of other economic analyses conduced fur cities of similar population. 7.5 Non-quantifiable DMMs Because the water savings from DUMB 3, 7, 8, I1, 12, and 13 arc not yuantifiable, an economic analvsis was nut completed 'the sdtedules and implemen[~ation strategics must be determined by the City based on information provided in the hfOG cu determine the best water urmcn•ation practices. "I'hc MUU provides examples of implemcntaton strategics Eor these DMUs almtg with implcmcniacion schedules, coverage requirements, criteria to dctcaninc DNDC implementation status, and rcyuimments for documenting DA4 bI implcmcntaton. 7.8 oanrr mr rev~av~ ou~posas ory. 5'U~OanW~Wi1P^UWMP10.31 tlac 7: Demand Management Practices 2005 Urban Water Management Plan 7.6 Additionallssues Non-economic factors, including environmental, social, hcald~, eusromer impacts, and technological um nor [houghs ro be ni}miEieant in deciding which DAiMs to implement 'Phe City bas [he Iegal au[hority to implemene the Dbt~ls. 7-9 oanFr m~ rewewpuryos3 oriy. 5'U~OarsOTWa~enUWMP10.9~ tlx 2005 Urban Water Management Plan REFERENCES Banle Wells Associates. "City of Ukiah Water Utility: Water Rate S[udy and Preliminary Financing Plan." (March 2005). City of Ukiah ONiciel Website. htlo://www.ciNOfuklah.coM. (2005). Ccunry of Mendocino. "Mendocino County General Plan." Department of Water Resources.(7977). California Irrigation Management Information System website at httoil c m s aye ca cov/c'm s~data iso, Da[a reMeved September 7, 2005. Department of Water Resources. DWR Bulletin 778-Cali/omia's Groundwater Update 2003. (2003). Jamison, Alan. Water Treatment Plan Supervisor. (2005). Kennedy/Jenks Consultants. "Urban Water Management Plan 2002 Update." (November 2002). Olea, Tanana. Bartle Wells Associates. (2005). Wheaten, Paula J. Wagner and Bonsignore. (2005). Robert C. Wagner, Wagner and Bonsignore (2007) REF-7 eRAFi for my ew D~~NUme only. evJDOCS0~~WaN^.UWMPI03~ tloc 2005 Urban Water Management Plan APPENDIX A California Department of Water Resources Review Sheets A OR4FT far review purposes only. 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W K O 0 0 N W N O N d d E E E Z Z Z N N N Ot Ot Ot m m m a a a ro m m v v v V U U C C C N QI N N N N N N ~ ~ ~ Q1 .E ` C ~ m u ca °m C b f C N L N W W N W a a a a Z Z Z Z N N N N O1 d Ol m v m A A a a a a .vs as at ai v v ~ v U V U C C C C W N N N w w w W W N W W ~ ~ ~ ~ M .~ m v ~ ~, a a ~ w c ~ v N ~ T O O ~ u N p c v a v C V U N a ~ ° D N y d M .~ o a c m 'o ~ °' a` E m o ~ m ~ n ~ - o v o 0 m' m u v ~ 0 0 E ~ 0 .a v w O N N ry Z. 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C N W d ~ N a N N d a m = m ~ c y ~ d m d E ~ c E c m ~ n d w E E ~i'n E_ ~ d c ~ d d y d ° a m E m D O O O d d .L L Z U u U P ° d T I I X X 0 0 N W N O O O N ( N N 6 ~ ~ E m U 6 ' v a K $ E ~' a C 6 m 9 ~ O v ° ~ ~ a m ~ _ a a ~ a ~ u ~ - °' a h ~ t `a T w « E i = o `o ~ a d a m ~ ~ t a y c ¢ o t0 3 ~ u a ~ a a " ~ 2 a u N N ~ a 4' °- p j 9 a ~ r y 3 = e N ~D E E E E E 2 Z Z Z Z a v a a m m m m m m a a a d a Yf Mf 41 41 eU a ~ U U U U C C C C C a d a w a? ~'ww K K K K K O ~O ~O f0 t0 cl M Cl c7 t'I C C C C U 'u ti U ~ (/1 (/1 (/1 U1 f/J E m 0 LL °y ~ Q a w a v O } y T n LL T ~ ~ a b T E ~ w " ~' m w T Z a o v ~ n a n E m n o v o c ~ w ~.o c m E w °' d a d d v ° x a 'o 'o 'o n _d o n n n n ~ ~ U (LJ (LJ ~ o n v m m a 4 0 0 0 O m w °' o 0 0 a ? a c ` v ~ N _ - v !C c 'v E `° > > z ^ ~ d O d s~( Q g q 3 ~O ~ N ~ N c H ~ a T ti. 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N o o N N ~ W C Y N C ~ ~ 9 ~ pL T d C d w E !~ - ~ n u ~ o m na ? 5 w N O 1n O N O p y ai '* ~ r r au Z ~n o in o 0 .n o e P H C1 Y tO r ac .a N O O O N O V ~ M v ~o a ~ ~ Z 0 0 0 0 0 m o m t~ g a m rv .n E E v m 2 f pp i d N ~ ~ d 3 ~ 3 ~ m v ~ `~ ~ 'o o y w' a U ~ N ~_ Z a rn m a m v U C W N c m n C O t w c_ T d H L a 0 m d 0 a rtyS. n 4 l l l l l 1 1 1 1 V 6 N N " ~ N 'a m C ` ' v ~ N W 5 - ~ O o ~ o n a E m t m ~ o ~' O o n m o 10 m e ¢ ii w rn w w a 3 x w N 0 0 N m N a d a E z m m a m au' c v w v ai c O V W N N OI C O L W N O) C C_ D V_ ~I N n d 3 C C qw ~~C 6. ~ ~ _ e - e . . C O ~ d v °-' ° ~ -N _ 3 o a m ~ y N ~~ v U 'o ~ T ca v -° D . o ~n p L N N O U ~ O J O n 6 y W N N O D d ~ n E L a y D 5 c n c `m '~ Q c ~ v v ~ ~ c E ] D yc c c > Oo v ~ .. L mom v E ~~ 'Ev L oN E D`m ~ aL - o o €m m O U Y ~ C ~ i m T O O c i° ' E 41 D C v L ~ T c O p a N N O N n D! O v ~ n Q a N ~ a1 Q p .. c T N ` Ot O T C W U ' C ~ n N N D t Q `o v m L m c v u- c v m o d m ,f _o D > E E ~ c ° a ~ y o v v ~' y 3~ n rn v v " _ . v r y > n ~ y = m m o Y m p m E a m -° D y w 3 y m m Y c E° uvi w m a 2 >, = .°n ,n v w a ~ o c~ 9 v p'n c- a m 3 ' m m I Q m m 3 q C N~ L p O d d 0) 10 W p O U C N L L O N YO j N % N N y D. ~ D K W n d > OI C 7 N N O N ~ N L U N W N N L N O p D U d p." X > C X y N N D C N E d ~ O' O T` D ' L [n D a '-' ~ O m j 3 O p O U V= O N O p y D F C ` p O p O U ~ L O ~ ~ .. n C v O D O d p_ p O W m e N w d c W O) N> N c N C D N N N N T N N O- N O mu 3 ~ ma e 3 > ~ m'm 3 a m e 3 a° m' 3 y m=d 3$ ~ m 3 mp, 3 c m Ev 3 ~ eo" E t o . . ~ 3 `o ° . _ `o °i n o v 'o n ~° `o ~ _ o H '[ o 'o ~ v 'o v ~ y ~ L m ° o N a) N d p E N O y t d N j y C L y y~ y '~N' C~ ~~ r fa y ~ w ~ S] U ~ wL. ~ N > ~ y ~ d O ~ ~ 10 ~ N (A ~ Q n U ~ ~ 0 0 a v a E z d m m a m m U C N N N n 3 a v 0 v 3 d Q o ~ y O ~ U J N ~ ~ e i O N N U ~p r ~ W p E ~ c = 0 3 u ~ w d ~ m C N O v n E N j/~ ~d dg = E N V J ~ ~ O ~ ~ p 6 c ~ r g F V y v m w w d y ry O $ o E ~ c o ~ O -_ Q ~ C r o o ~ c - ~ a ~ Lo c m j a ~ d a E z v w m a m v u C N N N M C 0 ti r 0 c N W N O W W W a a a E E E > > > z z z v w v a o, o, m m m a a a ai m m v m w u u u c c c m m m d `v `v m `v m K K ~ .n m of c 0 U N N U N n E v w a W C N ~ d N % ~ C d C ry % N v y m m c 6 6 ~ E E v N a E z d w m a v U c d w K N a E z m w m a m m U d w K a m m c 0 U N N N O a m V N a c n 0 0 N m N 0 E z v m m a m N N N K P 0 u v N m c 0 w E `o E 0 n m v° a m w U N c 0 c 0 `o °u ~' v m = 'm v > a ~ _ c N N N ~ N a a E E > > z z m v w m m m a a ro m U U d w N d ~ ~ N N v a c c 0 0 ti u v v h N i °m m m a c d d i u W 3 y 3 i o d c m d rn n ro N i~ N h m N rn e N V OJ N N N N N r I o v a v a M ~ Z a~ .~. 8 yry Y C ~~ b p p N N a d d N d n a n a E E E E z z z 2 d d d d 0 o W m m m N N a a a a al ~ ro .~ U U U C C C C d ~ d d d ti w w N d d d ~ ~ ~ ~ N t7 CJ a e e C C C O O O Zl rJ U d d d In V! N dl M (h N V N ~ W C9 N d ~ ~ a ~ a° a a s s a o 0 o O N N a a o a a s n o 0 0 o N N a N ~ ^~ _ " ~ v d a d a n O O O O m N ~ ~ (V N .. N f a n an o 0 0 0 rv an ~ ~] ~ ' O S O O O O O O N O N l 1 M t+f ~ p p {V O O O O O O N O W N N . N ~ L _ N H F f C d L !• ~ ; C d L d O U ~ j q m ~ y M a d O. d d ~ q d > d ~ ~ 2 d ` O. ~ !+ N W y C A ~ ~ ~ O V C m - u o d C O d O a ~ 3 3 C ~ ua c~ d E Z d m d a m U d w d 0 0 N N a d a E z m o+ m a ro v U C d v m P C O V W F N T O N N A 3 a v u T U N O v N 7 N W O a dd a a E E > > z z v v a m m v a a al of v v V V C G a v w w v v ~ K c~ O C O_ N N v N O r41 0 0 0 ~~ a a E E > > z z d d m m m m a a m m ~ ~ C C N N N N N N N Y C O U d N v n a v N_ N N 3 a v N U N U N y J d O 3 w W U ~ U W O w E m °„' ~ C O . C N ~ C O C IC Y d N w 5 a o L y~ Of v E ~ 'm ~ 5 ~ N ~ O d u .o ~o n n ~ m m ^ ^ d a E z d m A a m V C N N N `o d N J m L_ N N U m O C N O N ~. N N ~ ~ C 9 i6 O j U U C U U d r m 3 0 c E N Q n p p N N ~ E r _ N a c 0 0 m ~ ~ ~ N n a 3 ~ a ~ o a T V d v ~ ~a v ~ a ~ O U a` 2' m N 0 0 N N O N n E 2 d m m a ro m U C d w N N O U h O N W d L a 'o m N 3 N E `o a W v 0 a O o= ~_ o E v w d u o n `m d T L d ~ C N' E y O ~ U i. r ~ r ~ ~ b r N h ~ ~ N r ~ n N ~ b r N ~ 2i m n °vi . ~ ' ~ N N r r t0 +' N ' h N N .R ~ 1$~ n < N r I~ < fD N P W N p N S ~ ~ 'S S 3 E de q W 0 E 0 N n 0 0 N W N O N a E 2 N m a m c~ c m v v K N O U N N N 3 N d Z a W N N W n 0 m m 3 °' E m m v u T C r- ~v d T C1 N N C Y ~ V ~ d T ~ O C N d X N d C d 6 O ~ U o g ~ o ~i ~ ~ b N M p N pp Y N ^ m 1~f f0 Op N M O ~ f tp c0 vi vi • ~ ~ ~ ~ ao a vi . ~i Q i g $ a m ~ ® a" ri A E (!1 O O o~ o W W A 0 0 N m N O v U C N a t0 O J to O b O N c v a c u O ry ~ T ~ O N.L. H m G a ~ a - a 'c ~ m v E ya `= a c ao ~ T 6 4 n m 'm N T a a d o a a ~ m E n `0 E U O N oa a` m e f m M N O N tp f i' NN {h O U ~ N . Cl N I D pp V ~ m t~ ~p b N oC vi .f 8 C'a~ W 10 M N O N N ~8 ~ uvi ~ f a6 ri < a h » S ~$ `o ~ X ~ ~ q@ a! C G N a E Z N rn m a m v U C N v m h N N c v m U ~ O y T _~ N N O d V H ~ C ,C a ~ v a c a c ~ m a E N ~ ~a ao ~ T a °n m ~ N T ~ a d 'o na - ~ E n t0 E U V N o a a` m 0 0 N m N O m W h ~p N N 0 T !0 H! f p N O ~ tD pOpDD I~ h ~ r W Pf e N P N N r 61 i7 r Q Q N S • ~ O N Cf N ~~pp O N cG f f 8. N aND < a~D !, ao v vi $ g 2 K X c ~ ! N n E Z d m m a m m U C N N d 0 N ~O O N ZC G G U ~ O ~ T m ~ O °m5 F rn a ~ a _a c c m a E N N N a ~a C O ~ ~, da as ~_ b ra a w d 'o n n ~ m E n t0 E ~3 oa a` m 0 0 N W N O 8 ~ ~ h o ni f N ^ r {D 1~ N N w ai di v R S f ~ ~ N p N O eg ro r e Sr gg c3 gg 3 e ~ ~ W O Y N O ~ N m n ~ a O r m W f t7 ;n G n a g M1 d d ie X St $ e ~ O M O D N a E Z v m m a m v u C N N N N 0 U N N N C v m c ~ N O ry m T ~ O n S H m c a ~ m a '~ a ~ c N a_ E '~ a m ~a C O A C _T 6 a a m y m T ~ a y o n n ~ m E c m E u m Qa a m O) O! ONsEp P N o i di v p P O N N ~ N t+l < gQ 3 n ~ N ~ a m ac v ~- O ~ 1C m N !lIT~NN~` N m e P a l0 a gi ~ o w n N a a> o N ~ M ~n ~n 9 M $8 O BQ K ~ X w $ 8g 1$ ~ ~ C L O ~ O a n 0 0 rv m rv 0 g m n h o ao < c a M N 'f S O au ~ e y ! g a m eo 3 O 3i to m r t W b ~ M g v~i a ~ o O N ~ l~l N ~ h M a S 5 c ~ ~ S a o `v a E Z m a m a c v `v `v K L 3 C L_ 3 N m c~ u o ~ m ~ C O U N o E an a ~~ o ~ C O O U T N ~ O a tO m ~ 5 ~ '3 V N 2 n da ~~ v~ 3" a 0 0 0 v a E z v a ro C N w N c 0 n 0 a m d a E z m m m a oa U C N w d 3 m m U a `o v a m m m c T C N 6 E 0 m v u c 0 c 0 a m `o U O a N W O 2005 Urban Water Management Plan APPENDIX B Public Hearing Notices DRAFT for review purposes only. P 11 28000 1 2 061 9-Ukiah UWMPlnrafl Report-August 200TDran UWMP ~OBID20W~Aoc NOTICE OF HEARING ON CITY OF UKIAH URBAN WATER MANAGEMENT PLAN UPDATE PLEASE TAKE NOTICE that the City Council of the City of Ukiah will hold a public hearing on a proposed update of its Urban Water Management Plan. The hearing will be held on October 17, 2007, beginning at 6:15 p.m, or as soon thereafter as the matter may be heard. The hearing will be held at the City Council Chambers, Ukiah Civic Center, 300 Seminary Avenue, Ukiah. Copies of the proposed updated plan are available for public inspection in the Civic Center foyer and in the Civic Center Annex, located at 41 1 W. Clay Street, Ukiah. The plan is also available at the Mendocino County Public Library and on the City's website: http://www.c ityofuk i ah.com. Please let anyone you know who may be interested in the update of the City's Urban Water Management Plan know about this hearing. If you have any comments about or objections to the proposed plan, you must make those comments or objections known to the City Council by submitting them in writing before the hearing or making them orally at the public hearing. Please be advised that if you challenge the plan in court, you may be prevented from raising issues or presenting evidence that was not presented to the City Council by you or someone else at or prior to the hearing. Dated: September 27, 2007 Linda Brown, Acting City Clerk Publish: 10/3/07; 10/9/07 City of Ukiah Urban Water Management Plan APPENDIX C Emergency Interconnection Agreement (July 1, 2002) DRAFT for review purposes only. (zlDocuments antl Settinos\TbanvailLocal SettinpslTemporarv Internet Files10LK51UWMrevDR70-9-07 (21.do '. EMERGENCY INTERCONNECTION AGREEMENT This Agreement is matle and entered in Ukiah, California, on ~- CcL.c- 2002, by and between the City of Ukiah 1"Ukiah"), a general law mun(clpal rpo tion and Millview County Water District 1"Milivtew"), a county water district formed under the provisions of Water Code sections 30000 et seq. RECITALS: 1. Millview and Ukiah operate water systems that serve contiguous territory. water mains belonging to the two agencies lie in close proximity to each other. 2. Urgent or emergency conditions can from time to time interrupt the water service Millview and Ukiah provide their customers."Urgent or emergency conditions' in this Agreement means a sudden or unexpected occurrence or combination of occurrences causing the domestic water supply to be temporarily interrupted or lessened, and does not Include inadequate water rights to meet peak demand. 3. It would improve the reliability of water service Millview and Ukiah provide to their customers, if the water mains of both systems were physically connected but separated by valves that could be opened during urgent or emergency contlitlons. 4. The purpose of this agreement is to establish the terms and conditions under which the systems can be physically connected and the water made available to the neighboring system during urgent or emergency conditions; provided, however, that none of the quantity of water provided by Ukiah to Millview under the agreement is to be delivered Gy Millview to the Calpella County Water District. AGREEMENT: Wherefore, (n consideration of the above~recited facts antl on the terms and conditions as further stated herein the parties hereby agree as follows. 1. Interconnection. On antl after the effective date of this Agreement the Ukiah and Millview water systems interconnections are in operation using lockable valves that can only be operated by Millview and Ukiah and a water meter of sufficient capacity for the connection size. 2. Ukiah's Provision Of water service to Millview. Upon written or verbal request from Millview's General Manager or his duly authorized delegate, including a representation that urgent or emergency conditions exist, Uklah's City Manager or his duly authorized delegate shall open the valve allowing water to flow from Ukiah's water system to Millview's water system under the following terms and conditions: a. If practicable, Millview snail give Ukiah at least 24 hours advance notice to open the valve. In its request for service Millview shall indicate the time when it wants the temporary service to begin and the time when (t wants that service to end. Unless earlier notif(ed of a different termination tlate, Ukiah shall end service on the date 1 s:w~a grmt502~m I I Ivi ew June 26,2002 indicated in the notice from Millview. In any event, Ukiah may, but need not, end service when the limits of service imposed bV subparagraph b have been reached. b. Ukiah shall not be required to furnish water service for longer than fourteen continuous calendar days or for more than twenty total calentlar tlays in any calendar quarter (Jan. 1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 31). c. Ukiah shall only be required to furnish water service to Millview for the following reasons: (1) An emergency andlor equipment failure affecting Millview~s capacity to deliver water to its customers; area; (2i To combat a fire within or without the Mlliview service t31 To allow for necessary maintenance or repair of Millview equipment not practicably achievable without that water service; or (41 Contaminat(on of Miliview~s water source. 3. Payment for service provitleq by Ukiah. Millview shall pay Ukiah S1.O0 per 1000 gallons for water furnished under th(s Agreement. Ukiah shall bill Millview for requested service within fifteen days after saitl service ends, or within 30 days of beginning service, whichever comes first, and each 30 days thereafter until the charges for service have been paid in full. Payment of each bill shall be due no later than thirty days from the billing date. The parties shall confer in good faith at least once every two years after the effective date of this Agreement to negotiate rate adjustments, taking into consideration changes In the cost of operations and other factors affecting the cost of supplying water under the terms of this Agreement. In the event of future mutually agreed upon changes in the rate, Mlliview understands that Ukiah may charge a nigher rate for water service outside city limits than it charges for water service within city limits. If it agrees to such higher charges, it shall also release and waive any legal or other objections it might otherwise nave to paying such higher rates and agrees to fully defend, Indemnify antl hold Ukiah Harmless from and against any claim by any Millview customer against Ukiah or its off(cers, agents or employees arising out of such rate differences, if any. 4. Provision of water service to Ukiah from Millview. Upon written or verbal request from Ukiah~s City Manager or his duly authorized delegate, inclutling a representation that urgent or emergency conditions exist, Millview's General Manager or his duly authorized delegate shall open the valve allowing water to flow from Mlllview water system to Ukiah's water system under the following terms and conditions: a. If practicable, UKian shall give Millview at least 24 Hours advance notice to open the valve. In its request for service Ukiah shall indicate the time when it wants the s:\uWgrmt502\mlllvi ew June 26, 2002 temporary service to begin and the time it wants that service to end. Unless earlier notified of a different end date, Millview shall end service on the date indicated in the notice from Ukiah. In any event, Miliview may, but need not, end service when the I(mlts of service imposed by subparagraph b have been reached. b. Millview shall not be required to furnish water service for longer than fourteen continuous calendar days or for more than twenty total calendar days in any calendar quarter (Jan. 1 to March 31, Alrii 1 to June 30, July 1 to September 30, October 1 t0 DOCember 31). c. Miliview shall only be required to furnish water service to Ukiah for the following reasons: l1) An emergency and/or equipment failure affecting Ukiah's capacity to deliver water to its customers; (2) To combat a fire within or without the Ukiah service area; (3) 7o allow for necessary maintenance or repair of Ukiah equipment not practicably achievable without that water service; or (4) Contam(nation of Uklah's water source. S. Payment for service provided by Millview. Ukiah shall pay Millview S1.00 per 1000 gallons for water furnished under this Agreement. Millview shall bill Ukiah for each requested service within fifteen days after said service ends, or w(thh 30 tlays of beginning service whichever occurs first, and each 30 days thereafter until all charges are paid in full. Payment of each bill shall be due no later than thirty days from the billing date. the parties shall confer in good faith at least once every two years after the effective date of this Agreement to negotiate rate adjustments, taking into consideration changes in the cost of operations and other factors affecting the cost of supplying water under the terms of this Agreement. In the event of future mutually agreed upon changes in the rate for water service under this Agreement, Ukiah understands that Miliview may charge a higher rate for water service outside its district boundaries than it charges for water service within those boundaries. If it agrees to such higher charges, it shall release and waive any legal or other objections it might otherwise have to paying such higher rates and agrees to fully defend, indemnify and hold Miliview Harmless from and against any claim by any UKiah customer against Millview or its officers, agents or employees arising out of such rate differences, if any. 6. Waiver. Failure to enforce any breach of a provision of this Agreement shall not be deemed a waiver of any subsequent breach of the same or a dfferent provision of the Agreement. 7. Compliance with law. This Agreement shall not obligate either party to furnlSH water to the other, if the provision of such water would violate any provision of state or federal law or any term or condition of any permit, license or other approval 3 s:\uW grmtr02\millview June 26,2002 held by ether party in connection with its public water system. As of the date this Agreement was executed Ukian and Millview had each been informed by the State Water Resources Control Board that relevant places of usewould have to have been approved by the Board before interconnected water service could be provided under this Agreement. 8. Limits on flow. Ukian and Millview mutually agree to Ilmit the transfer of water under this Agreement to a rate of flow that will not adversely affect the distribution system or customer service levels of either system. If the City Manager of Ukiah or the General Manager of Mitiview determines that such an adverse impact will occur, the manager or authorized representative of the affected system may without prior notice discontinue or reduce flow to the other system. 10. Entire agreement. This Agreement contains the entire agreement between the parties concerning its subject matter and supersedes any prior statements, agreements or understandings between the parties concerning the same subject matter. Any such prior statements, agreements or understandings are Hereby declared null and void and of no further force or effect. The parties may amend this Agreement or enter new or additional agreements to, among other things, transfer or sell water to each other, provided any such amendments or agreements are contained in a writing approved by the legislative bodies and executed by duly authorized officials of both parties. 11. Notice. Whenever written notice is required or allowed under the terms of this Agreement it shall be deemed given when personally delivered or when received by certified mall, return receipt requested, and addressed as follows: City Manager City of Ukiah 300 Seminary Avenue Ukiah, California 95482 General Manager Millview Water District 3061 North State Street Ukian, California 95482 13. Term. The term of th(s Agreement shall be five l5) Years from its effective date. The term maybe extended on such terms as the parties shall agree. No such extension shall be binding unless contained in a writing signed by both parties. 14. Third party beneficiaries. This Agreement Is for the exclusive benefit of Ukiah and Millview and confers no rights or benefits on any persons or entities not a signatory to this Agreement. No third party beneficiaries are intended or established by this Agreement. 15. Duplicate originals. This Agreement may be executed in one or more duplicate originals and when so executed each duplicate original bearing the original 4 s:\u\agrmts021m1 llvlew June 26, 2002 signatures of the parties shall be admissible in any administrative or legal proceeding as evidence of the terms of this Agreement. above. WHEREFORE, the parties have entered this Agreement on the date first written CITY OF UKIAH Mayor ATTEST: Z.~ ~Lci cam'-~l~G~.ILJ City Clerk MILLVIEW COUNTY WATER DISTRICT B C, C airman of a Board ATTEST: secrets s:\u Wgrmt502\ml I Ivl ew June 26, 2002 EMERGENCY INTERCONNECTION AGREEMENT This Agreement is made and entered in Ukiah, California, on ~a ~ ~ 2002, by and between the City of Ukiah i"Ukiah"], a general law municipal corporation nd Willow County Water District ("Willow°], a county water district formed under the provisions of water Code sections 30000 et seq. RECITALS: 1. Willow and UKiah operate water systems that serve contiguous territory. water mains belonging to the two agencies lie in close proximity to each other. 2. urgent or emergency conditions can from time to time Interrupt the water service Willow and UKiah provide their customers.'~Urgent or emergency conditions" in this Agreement means a sudden or unexpected occurrence or combination of occurrences causing the domestic water supply to be temporarily interrupted or lessened, and does not include inadequate water rights to meet peak demand. 3. It would improve the reliability of water service Willow and Ukiah provide to their customers, if the water mains of both systems were physically connected but separated by valves that could be opened during urgent or emergency conditions. 4. The purpose of this agreement is to establish the terms and conditions under which the systems can be physically connected and the water made available to the neighboring system during urgent or emergency conditions. AGREEMENT: Wherefore, in consideration of the aboveiecited facts and on the terms and conditions as further stated herein the parties hereby agree as follows. 1. Interconnection. On and after the effective date of this Agreement the UKiah and willow water systems interconnections are in operation using lockable valves that can only be operated by Willow and Ukiah and a water meter of sufficient capacity far the connection size. 2. Ukiah's Provision of water service to Willow. Upon written or verbal request from Willow's General Manager or his duly authorized delegate, including a representation that urgent or emergency conditions exist, UKiah's Ctty Manager or his duly authorized delegate shall open the valve allowing water to flow from Ukiah's water system to Willow's water system under the following terms and conditions: a. If practicable, Willow shall give Ukiah at least 24 hours advance notice to open the valve. In its request for service Willow shall Indicate the time when it wants the temporary service to begin and the time when it wants that service to end. Unless earlier notified of a different termination date, Ukiah shall end service on the date indicated in the notice from willow. In any event, Ukiah may, but need not, end service when the limits of service imposed by subparagraph b have been reached. 1 s:\uWgfmts02\willOW tune 26, 2002 b. Ukiah shall not be required to furnish water service for longer than fourteen continuous calendar days or for more than twenty total calendar days in any calendar quarter Uan. 1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 311. c. Ukiah shall only be required to furnish water service to willow for the following reasons: (1) An emergency and/or equipment failure affecting willow's capacity to deliver water to its customers; (2) To combat a fire wltnin or without the Willow service area; (3) To allow for necessary maintenance or repair of Willow equipment not practicably achievable without that water service; or (4) Contamination of Willow's water source. 3. Payment for service provided by Ukiah. Willow shall pay Ukiah 51.00 per 1000 gallons for water furnished under this Agreement. Ukiah shall bill willow for requested service within fifteen days after Bald service ends, or within 30 days of beginning service, whichever comes first, and each 30 days thereafter until the charges for service have been paid in full. Payment of each bill shall be due no later than thirty days from the billing date. The parties snail confer in good faith at least once every two years after the effective date of this Agreement to negotiate rate adJustments, taking into consideration changes in the cost of operations and other factors affecting the cost of supplying water under the terms of this Agreement. In the event of future mutually agreed upon changes in the rate, Willow understands that Ukiah may charge a higher rate for water service outside city limits than it charges for water service within city limits. If it agrees to such higher charges, it shall also release and waive any legal or other obJections it might otherwise have to paying such higher rates and agrees to fully defend, indemnify and hold Ukian harmless from and against any claim by any willow customer against Ukiah or its officers, agents or employees arising out of such rate differences, if any. 4. Provision of water service to Ukiah from Willow. Upon written or verbal request from Ukiah's City Manager or his duly authorized delegate, Including a representation that urgent or emergency conditions exist, Willow's General Manager or his duly authorized delegate shall open the valve allowing water to flow from Willow water system to UKiah's water system under the following terms and conditions: a. If practicable, Ukiah shall give willow at least 24 hours advance notice to open the valve. In its request for service Ukiah shall indicate the time when it wants the temporary service to begin and the time it wants that service to end. Unless earlier notified of a different end date, willow shall end service on the date indicated in the notice from UKiah. In any event, Willow may, but need not, end sevice when the limits of service imposed by subparagraph b have been reached. 2 s:\Nagrmtr02\wlllow June 26, 2002 b. willow shall not be required to furnish water service for longer than fourteen continuous calendar tlays or for more than twenty total calendar days in any calendar quarter Uan.1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 31). c. Willow shall only be required to furnish water service to Ukiah for the following reasons: i1) An emergency and/or equipment failure affecting Ukiah's opacity to deliver water to its customers; 12) To combat a fire within or without the Ukiah service area; f3) To allow for necessary maintenance or repair of Ukiah equipment not practicably achievable without that water service; or l4) Contamination of Ukiah's water source. 5. Payment for service providep by Willow. Ukiah shall pay willow $1.00 per 1000 gallons for water furnished under this Agreement. willow shall bill Ukiah for each requested service within fifteen days after said service ends, or within 30 days of beginning service whichever occurs first, and each 30 days thereafter until all charges are paitl in full. Payment of each bill shall be due no later than thirty days from the billing date. The parties shall confer in gootl faith at least once every two years after the effective date of this Agreement to negotiate rate adjustments, taking into consideration changes in the cost of operations and other factors affecting the cost of supplying water under the terms of this Agreement. In the event of future mutually agreed upon changes in the rate for water service under this Agreement, Ukiah understands that Willow may charge a nigher rate for water service outside its district boundaries than it charges for water service within those boundaries. If it agrees to such higher charges, it shall release and waive any legal or other objections it might otherwise have to paying such higher rates antl agrees to fully defend, indemnify and hold Willow harmless from and against any claim by any Ukian customer against willow or its officers, agents or employees arising out of such rate differences, if any. 6. waiver. Failure to enforce any breach of a provision of this Agreement shall not be deemed a waiver of any subsequent breach of the same or a different provision of the Agreement. 7. Compliance with law. This Agreement shall not obligate either party to furnish water to the other, if the provision of such water would violate any provision of state or fetlerai law or any term or condition of any permit, license or other approval held by either party In connection with its public water system. A5 of the date this Agreement was executed Ukiah and willow had each been informed by the State Water Resources Control Board that relevant places of use would have to have been approved by the Board before interconnected water service could be provided under this Agreement. 3 s:\u\agrmts02\wlllow June 26, 2002 8. Limits on flow. Ukiah and Willow mutually agree to limit the transfer of water under this Agreement to a rate of flowthat will not adversely affect the distribution system or customer service levels of either system. If the City Manager of Ukiah or the General Manager of Willow determines that such an adverse impact will occur, the manager or authorized representative of the affected system may without prior notice discontinue or reduce flow to the other system. 10. Entire agreement. This Agreement contains the entire agreement between the parties concerning its subJect matter and supersedes any prior statements, agreements or understandings between the parties concerning the same subJect matter. Any such prior statements, agreements or understandings are Hereby declared null antl void and of no further force or effect. The parties may amend this Agreement or enter new or atlditional agreements to, among other things, transfer or sell water to each other, provided any such amendments or agreements are contained in a writing approved by the legislative bodies and executetl by duly authorized officials of both parties. 11. Notice. whenever written notice is required or allowed under the terms of this Agreement it shall be deemed given when personally delivered or when received by certified mall, return receipt requested, and addressed as follows: City Manager City of Ukiah 300 Seminary Avenue Ukiah, California 95482 General Manager WIIIOW Water District 151 Laws AVenUe Ukiah, California 95482 13. Term. The term of this Agreement shall be five i5) years from its effective date. The term may be extended on such terms as the parties shall agree. No such extension shall be binding unless contained in a writing signed by both parties. 14. Third party beneficiaries. This Agreement is for the exclusive benefit of Ukiah and Willow and confers no rights or benefits on any persons or entities not a signatory to this Agreement. No third party beneficiaries are intended or established by this Agreement. 15. Duplicate originals. This Agreement may be executed in one or more duplicate originals and when so executed each duplicate original bearing the original signatures of the parties shall be admissible in any atlministrative or legal proceeding as evidence of the terms of this Agreement. 4 s:\u\agrmts02\wl llow June 26, 2002 WHEREFORE, the parties have entered this Ageement on the date first written above. AT~TEfSAT: City Clerk ATTEST: cretary CITY OF UKIAH By:~ Mayor ~~ WILLOW COUNTY WATER DISTRI By: Ch rman of the Board 5 s:\u\agrmts02\willow June 26, 2002 2005 Urban Water Management Plan APPENDIX D California Department of Water Resources Bulletin 118 DRAPi for review puryoses only. P'.A72B090H28519-Ukiah UWMP~Drdtt Repotl-august ?.OOnDrall UWMP (08702007) doc North Coast Hydrdogic Region Ukiah Valley Groundwater Basin Ukiah Valley Groundwater Basin • Groundwater Basin Number: 1-52 • County: Mendocino • Surface Area: 37,500 acres (59 square miles) Basin Boundaries and Hydrology The Ukiah Valley groundwater basin, located in southeastern Mendocino County, is approximately 22 miles long and 5 miles wide at the widest point, and is the largest of several groundwater basins along the Russian River. The basin is part of the Ukiah and the Redwood Valleys to the north, and their tributary valleys. The low-lying regions of the Ukiah and Redwood Valleys as well as those sloping azeas along the valley edges that include Quatemary- and Tertiary-age sediments define the azeal extent of this north-south trending basin. The basin surface elevation varies from approximately 1,000 feet in the upper portions of the Redwood Valley, to apprdzimately 500 feet in the lower, southern areas of the Ukiah Valley. The Russian River traverses the entire length of the Ukiah Valley groundwater basin and is met by many tributaries from both the east and west sides of Redwood and Ukiah Valleys. The main tributaries include Forsythe Creek, which joins with the Russian River north of the city of Calpella, and the East Fork of the Russian River, which joins the main branch of the Kussian River north of Ukiah. Lake Mendocino, a reservoir created from the East Fork of the Russian River located between Redwood Valley and Ukiah Valley, is also an important feature of the surface hydrology of the region. Precipitation in the basin ranges from approximately 45 inches in the north to about 35 inches in the south. Ukiah is the largest city within the valley and is located on its southwest side. Other cities include Talmage, east of Ukiah, and Calpella on the south end of Redwood Valley. Highway 101 travels the length ofthe Ukiah Valley from the south and veers west away from Redwood Valley, paralleling Forsythe Creek. Highway 20 enters the valley from the east and intersects with Highway 101 at Calpella. Hydrogeologic Information Water Bearing Formations Groundwater-bearing units of primary importance within the Ukiah Valley Groundwater Basin include Recent alluvium, as well as alluvium of Pliocene and Pleistocene age. The terrace deposits and dissected alluvium of Pleistocene age are of lesser importance with regard to groundwater production. Underlying these deposits is moderately to highly fractured basement rock consisting of the Franciscan and Knoxville Formations. Even when highly fractured these formations have limited permeability, and are considered to yield only small quantities of water locally (Cardwell 1965). Information on water-bearing formations, hydrogeology, and storage capacity is available from Cardwell (1965), DWR, (1965), and Farrar (1986). Recent Alluvium. Alluvium within the basin is considered a principal source of groundwater and consists of unconsolidated gravel, sand, silt, and Calitomia's Groundwater Bulletin 118 Last update ?l27/04 North Coast Hydrologic Region Ukiah Valley Groundwater Basin minor amounts of clay deposited in channels and on floodplains of the Russian River and its tributaries, on alluvial fans, and as colluvium on interfan slopes. A subdivision of Recent alluvium includes river-channel deposits defined by those areas where gravely stream channel deposits are currently being deposited. River-channel deposits are generally very high yielding loose gravels and sands; in some cases these deposits contain boulders. Recent alluvium is thickest in the central portion of the basin and extends from the surface to depths of 50 to 80 feet (Cardwell 1965). An average specific yield of 20 percent was used for the alluvium in two separate studies (Cardwell 1465, DWR 1965). Groundwater in the alluvium generally occurs under unconfined conditions. Pleistocene Terrace Deposits. Terrace deposits are characterized as alluvial deposits of primarily Pleistocene age, ranging from a thin veneer of red gravelly clay soil, to deposits of sandy or silty gravel up to 200 feet thick. TgrraCn ~irnncits ornrtr'~y pverly the Pbppene- and Ple]atppene-age. alluVlutn r _...__ a___ and occur discontinuously along the flanks of the Ukiah Valley and more continuously within the Redwood Valley on both sides of the Russian River. Groundwater in the terrace deposits is unconfined to locally confined (Cardwel11965). Production from the terrace deposits is variable based on sediment thickness, depth to water, and percentage of fine grained material; however, these deposits generally yield enough water for domestic putposes if an appreciable thickness of the deposit occurs below the water table (Cardwell 1965). Pliocene/Pleistocene Alluvium. These deposits are described as continental deposits comprised of poorly consolidated and poorly sorted clayey and sandy gravel, clayey sand, and sandy clay. In general, thick lenses of moderately indurated gravel inte~nger with large bodies of blue sandy silt and clay (Cardwell 1965). Overall, this alluvium has low permeability due to the relatively high percentage of fine sediments; however, wells can produce moderate amounts of water from these sediments if long sections of perforated (or screened) intervals are used. Bed thickness is variable, with the maximum thickness considered to be about 2,000 feet. Outcrops of this formation can he seen along the entire east side of the Ukiah Valley, as well as the southeast side of the Redwood Valley (Cardwell 1965). It is possible that current groundwater use relies more heavily on Pleistocene- and Pliocene-age alluvium than reflected in this basin description due to ongoing trends in improved well construction techniques and deeper well seal requirements. Groundwater in the older alluvium deposits is generally confined (Cardwell 1965). Dissected Alluvium. Dissected alluvium is gravelly sediment cemented by carbonate precipitation located along Sulfur Creek below Vichy Springs and along McNab Creek. These sediments yield only very limited quantities of water (Cardwell 1965). California's Groundwater Bulletin 118 Last update 7PZ7/04 North Coast Hydrologic Region Ukiah Valley Groundwater Basin Groundwater Leve/ Trends Based on hydrographs from DWR monitored wells, groundwater levels in the past 30 yeazs have remained relatively stable. During drought conditions there is increased drawdown during summer months and less recovery in winter months. Post-drought conditions rebound to approximately [he same levels as pre-drought conditions. Groundwater Storage Groundwater Storage Capacity. It is estimated that approximately 324,000 of of storage exists in the older continental deposits; however, it is probably not usable for short-term storage putposes due to the low-permeability nature of these deposits (DWR 1965). Groundwater in Storage. Groundwater in storage within the alluvium and y n yn ger tFrrar_e dennsits is estimated to be about 75.000 tq I00,000 of (Cardwell 1965). Groundwater in storage within the river-channel deposits between I D and 50 foot depths is estimated to be 35,000 of based on an average specific yield of 20 percent (Cardwell 1965, DWR 1965). Farrar (1986) estimated that the quantity of groundwater stored in the upper ]00 feet of the most productive area of valley fill (Type I) to be about 9Q000 of using an average specific yield of 8 percent and an azea of 20 square miles. Farrar (1986) also estimated the quantity of groundwater stored along the margins of the valley (Type II area) and underlain by terrace deposits or thin alluvium at 45,000 af. This estimate is based on the upper 100 feet of Type II aquifer materials, an area of 19 square miles, and an average specific yield of 5 percent. Groundwater Budget (Type C) There is not enough data available to provide an estimate of the basin's water budget. Groundwater Quality Characterization. Water quality is good in general, especially water derived from Recent alluvium deposits; however, locally the content of chemical constituents varies widely. Overall, water is moderately hard to hard bicarbonate. Based on limited data, calcium-bicarbonate groundwater occurs in the southern portion of the basin and magnesium-bicarbonate water occurs in the east-central portion of the basin (Cazdwell 1965). Quality in the Recent formations is similar to Russian River water, with slightly higher TDS and chloride levels. Pliocene- and Pleistocene-age formations yield water with higher TDS and sodium than Recent-age formations. Water from springs ranges from highly mineralized to good in quality (Cardwell 1965). TDS values range from 108 to 401 mg/L and average 224 mg/L based on four wells (Cardwell 1965). Electrical conductivity ranges from 450 to 759 µmhos/cm and average 605 µmhos/cm based on two wells (Cardwell 1965). Based on analyses of 22 water supply wells in the Ukiah Valley, TDS ranges from 87 to 30] mglL and averages about 166 mg/L. Impairments. Wells with high boron concentrations are located in several areas along the Ukiah Valley edges and in the north end of the Redwood California's Groundwater Bulletin 118 Last update 2/27/04 North Coast Hydrologic Region Ukiah Valley Groundwater Basin Valley. Verbal reports indicate that (in general) poor quality water occurs on the west side of the basin. Flammable gas was reported in at least one well. Pressurized carbon dioxide gas was detected in two wells which probably penetrate bedrock (Cardwell 1965). Most poor quality water is believed to migrate into basin sediments from basement rock through fractures or faults. Water Quality in Public Supply Wells Constituent Group Number of Number of wells with a wells sampled concentration above an MCL' Inorganics -Primary 23 0 Radiological 21 Nitrates 28 Pesticides 23 VDCs anGCiWuCs nn n ~c Inorganics -Secondary 23 6 ~ A description of each member in the constituent groups and a generalized discussion of the relevance of these groups are included in Ca/ifomia's Groundwater - Bulletin 118 by DWR (21X73). ' Represents distinct number of wells sampled as required under DHS Title 22 ~rogram from 1994 through 2000. Each well reported with a concentration above an MCL was confirmed with a second detection above an MCL. Thls information is intended as an indicator of the types of activities that cause contamination in a given basin. It represents the water quality at the sample bcation. It does not indicate the water quality delivered to the consumer. More detailed drinking water quality information can be obtained from the local water purveyor and its annual Consumer Confidence Report. Well Characteristics Well yields (gal/mtn) UD to 1,200 gal/min from Recent Alluvium and less than 50 gallmin from undifferentiated older formations (DWR 1965) Total depths (ft) Domestic Range: l5-600 Average: 220 (155 Well Completion Reports) Municipal/Irrigation Range: 36 - 115 Average: 115 (36 Well Completion Reports) Active Monitoring Data Agency Parameter Number of wells !measurement frequency DWR Groundwater levels 5wells/semi-annually Mendocino County Groundwater levels 23 welUannually Water Agency DWR Mineral, nutrient, & 7 wells! biennially minor element. Department of Coliform, nitrates, 25 wells as required in Title 22, Health Services mineral, organic Calif. Gode of Regulations chemicals, and Cal'rfomia's Groundwater Bulletin 118 Last update 227/04 North Coast Hydrologic Region Ukiah Valley Groundwater Basin Basin Management Groundwater management: No groundwater management plans were identifed Water agencies Public Mendocino County Water Agency, Hopland PUD, MiIlvlew County WD, Redwood County WD, Willow County WD. Private References Cited Califomia Department of Water Resources (DWR). 1965. Water Resources and Futurc Water Requirements -North Coastal Hydrographic Area; Vo{ume L Southern Portion (Preliminary Edition) -Bulletin No. 142-1. Cardwell, G.T. 1965. Geology and Ground Water in Russian River Valley Areas and in Round, Laytonville and Little Lake Valleys, Sonoma and Mendocino Counties, Califomia. USGS Water Supply Paper 1548. Farraz, C.D. 1986. Ground-Water Resources in Mendocino County, Califomia. USGS Water- Resources Invesfigations Report 85-4258. Errata Changes made to the basin description will be noted here. California's Groundwater Bulletin 178 Last update 2127/04 Norm Toast iiydroiogic ecegion LAtIFC3N (A'S GROVNDWkI'GR JFi~A iE 104? 719 Chapter? ~ Ncrlh Coosf Hydrologic Regina ~~~,`"' 1 za Basin Number +",:7 12.07 Subbesin Number ~ B'dsln .~+'~.. Hydrologic Region Boundaries _ _. -- County Lines 0 25 SO Mlles Figure 25 Narth Coast Hydrologic Region 120 DW B -BULLETIN 118 n z b 9 N Basins and Subbasins of the North Coast Hydrologic Region Basinlsubbasin Basin name Basinlsubbasin Basin name l-I Smith River Plain 1-42 Sherwood Valley 1-2 Klamath River Valley 1-43 Williams Valley 1-2.01 Tule Lake 7-44 Eden Valley 1-2.02 Lower Klamath 1~5 Big River Valley t-3 Butte Valley 1-46 Navarro River Valley 1-4 Shasta Valley 7.qg Gravelley Valley I-5 Scott River Valley 1-49 Annapolis Ohlson Ranch Formation 1-6 Hay Fork Valley Highlands I-7 Hoopx Valley 1-50 Knights Valley t-8 Mad River Valley 1-Sl Potter Valley 1-8.01 Mad River l-owland 1-52 Ultiah Valley i-8.U2 Uows l•rairie JChool Area 1 53 Sanel Valley 1-9 Eureka Plain I-54 Alexander Valley I-10 Eei River Valley 1-54.01 Alexander Area 1-ll Covelo Round Valley ]-54.02 Cloverdale Area 1-12 Laytonville Valley 1-55 Santa Rosa Valley 1-13 Little Lake Valley 1-55.01 Santa Rosa Plain 1-I4 Lower Klamath River Valley 1-55.02 Healdsburg Area 1-15 Happy Camp Town Area 1-55.03 Rincon Valley ]-l6 Seiad Valley i-56 McDowell Valley ]-17 Bray Town Area 7.57 Bodega Bay Area 1-18 Red Rock Valley ]-59 Wilson Grove Formation Highlands I-l9 Anderson Valley i-GO Lower Russian River Valley 1-20 Garcia River Valley i-61 Fori Ross Terrace Deposits I -21 Fort Bragg Terrace Area 1-62 - Wilson Point Area 1-22 Fairchild Swamp Valley 1-25 Prairie Creek Area 1-26 Redwood Creek Area I-27 Big Lagoon Area 1-28 Mattole River Valley 1-29 Honeydew Town Area 1-30 Pepperwood Town Area I-31 Weott Town Area 1-32 Garberville Town Area I-33 Larabee Valley 1-34 Dinsmores Town Area 1-35 Hyampom Valley 1-36 Hettenshaw Valley 1-37 Cottoncva Creek Valley 1-38 Lower Laytonville Valley I-39 Branscomb Town Area I -40 Ten Mile River Valley 1-41 Little Valley V CAL+F OHN;A'S Gfi OJNUVVATEF UYOATE 2003 t23 Cha pier? ~ Nerth Ccost Mydrolog;z Regron Description of the Region The North Coast HR covers approximately 12.46 million acres (19,470 square miles) and includes all or portions of Modoc, Siskiyou, Del Norte, Trinity, Humboldt, Mendocino, Lake, and Sonoma counties (Figure 25). Small areas of Shasta, Tehama, Glenn, Colusa, and Mario counties aze also within the region. Extending from the Oregon border south to Tomales Bay, the region includes portions of four geomorphic provinces. The northern Coast Range forms the portion of the region extending from the southern boundary north to the Mad River drainage and the fault contact with the metamorphic rocks of the Klamath Mountains, which continue north into Oregon. East of the Klamath tetrane along the State border aze the volcanic tetrancs of the Cascades and the Modoc Plateau. In the coastal mountains, most of the basins are along the narrow coastal strip between the Pacific Ocean and the rugged Coast Range and Klamath Mountains and along inland river valleys; alluviated basin areas are very sparse io the steep Klamath Mountains. In the volcanic teaane to the east, most of [he basins are in block faulted valleys that once held Pleistocene-age lakes. The North Coast HR corresponds to the boundary of RWQCB 1. Significant geographic features include basin areas such as the Klamath River Basin, the F,urcka/Arcata azea, Hoopa Valley, Anderson Valley, and the Santa Rosa Plain. Other sighitteaht features include Mount Shasta; forming the southern hordernf Shasta Valley, and the rugged north coastal shoreline: The1995 population of the entire region was about 606,000, with most being centered along the Pacific Coast and in the inland valleys north of the San Francisco Bay Area. The northern mountainous portion of the region is rural and sparsely populated, primazily because of the rugged terrain. Most of the area is heavily forested. Some irrigated agriculture occurs in the narrow river valleys, but most occurs in the broader valleys on the Modoc Plateau where pasture, grain and alfalfa predominate. In the southern portion of the region, closer to urban centers, crops like wine grapes, nursery stock, orchards, and truck crops are common. A majority of the surface water in the North Coast HR goes to environmental uses because of the "wild and scenic" designation of most of the region's rivers. Average annual precipitation ranges from 100 inches in the Smith River drainage to 29 inches in the Santa Rosa area and about ] 0 inches in the Klamath drainage; as a result, drought is likely to affect the Klamath Basin more than other portions of the region. Communities that are not served by the area's surface water projects also tend to experience shortages. Surface water development in the region includes the U.S. Bureau of Reclamation (USBR) Klamath Project, Humboldt Bay Municipal Water District's Ruth Lake, and U.S. Army Corps of Engineer's Russian River Project. An important factor concerning water demand in the Klamath Project area is water allocation for endangered fish species in the upper and lower basin. Surface water deliveries for agriculture in 2001, a severe drought year, were only about 20 percent of normal. Groundwater Development Groundwater development in the North Coast HR occurs along the coast, neaz the mouths of some of the region's major rivers, on the adjacent narrow marine terraces, or in the inland river valleys and basins. Reliability of these supplies vazies significantly from area to area. There are 63 groundwater basins/ subbasins delineated in the region, two of which aze shared with Oregon. These basins underlie approximately ] .022 million acres (1,600 square miles). Along the coast, most groundwater is developed from shallow wells installed in the sand and gravel beds of several of the region's rivers. Under California law, the water produced in these areas is considered surface water underflow. Water from Ranney collectors installed in the Klamath River, Rowdy Creek, the Smith 722 pWP-BU IIETIN lt8 s b O River, and the Mad River supply the towns of Klamath, Smith River and Crescent City in Del Norte County and most of the Humboldt Bay area in Humboldt County. Except on the Mad River, which has continuous supply via releases from Ruth Reservoir, these supplies are dependent on adequate precipitation and flows throughout the season. In drought yeazs when streamflows are low, seawater intrusion can occur causing brackish or saline water to enter these systems. This has been a problem in the town of Klamath, which in 1995 had to obtain community water from a private well source. Toward the southern portion of the region, along the Mendocino coast, the Town of Mendocino typifies the problems related to groundwater development in tbe shallow marine terrace aquifers. Groundwater supply is limited by the aquifer storage capacity, and surveys done in the Town of Mendocino in the mid-1980s indicate that about 10 percent of wells go dry every year and up to 40 percent go dry during drought years. Groundwater development in the inland coastal valleys north of the divide between the Russian and Eet Rivers is generally of limited extent. Most problems stemming from reliance on groundwater in these areas is a lack of alluvial aquifer storage capacity. Many groundwater wells rely on hydrologic connection to the .. _...__ _~. _ .. a _._ ~r4_ `-'... ~f RiC Dell I'O" °°^°^°n...+A . ro .+. mmnlo nrnhln+nc in rnmmnnity 17VCLJ al1U Sll c1r11$ ui the valley J. ui~ <,lry u»° ....t.........oe.. A»t... ..»p~..~-p:»»~....... ... ~..__~~.___~. wells and, as a result, recently developed plans to install a Ranney collector near the Eel River. South of the divide, in the Russian River drainage, a significant amount of groundwater development has occurred on the Santa Rosa Plain and surrounding aeeas. The groundwater supplies augment surface supplies from the Russian River Project. 9 z n x c x :: In the north-central part of the North Coast HR, the major groundwater basins include the Klamath River Valley, Shasta Valley, Scott River Valley, and Butte Valley. The Klamath River Valley is shared with Oregon. Of these groundwater basins, Butte Valley has the most stable water supply conditions. The historical annual agricultural surface water supply has been about 20,000 acre-feet. As fainting in the valley expanded from the early 1950s to the early 1990s, bringing near]y all the arable land in the valley into production, groundwater was developed to farm the additional acres. It has been estimated that current, fully developed demands aze only about 80 percent of the available groundwater supply. By contrast, water supply issues in the other three basins are contingent upon pending management decisions regazding restoration offish populations in the Klamath River and the Upper Klamath Basin system. The Endangered Species Act (ESA) fishery issues include lake level requirements for two sucker fish species and in-stream flow requirements for coho salmon and steelhead trout. Since about 1905, the Klamath Project has provided surface water to the agricultural community, which in ruin has provided water to the wildlife refuges. Since the early 1990s, it has been recognized that surface water in the Klamath Project is over-allocated, but very little groundwater development had occurred. In 2001, which was a severe drought year, USBR delivered a total of about 75,000 acre-feet of water to agriculture in California, about 20 percent of normal. In the Klamath River Groundwater Basin this translated to a drought disaster, both for agriculture and the wildlife refuges. In addition, there were significant impacts for both coho salmon and sucker fisheries in the Klamath River watershed. As a result of the reduced surface water deliveries, significant groundwater development occurred, and groundwater extraction increased from an estimated b,000 acre-feet in 1997 to roughly 60,000 acre-feet in 2001. Because of the complexity of the basin's water issues, along-term Klamath Project Operation plan has not yet been finalized. Since 1995, USBR has issued an annual operation plan based on estimates of available supply. The Scott River Valley and Shasta Valley rely to a significant extent on surface water diversions. In most years, surface water supplies the majority of demand, and groundwater extraction supplements supply as needed depending on wet or dry conditions. Discussions are under way to develop strategies to conjunctively use surface water and groundwater to meet environmental, agricultural, and other demands. cacrvo ~Nia's tir,cur;uwN rra uPOArE ZOOS 123 Chapter? ~ n'orth Coast NyaTOlogic Region Groundwater Quality Groundwater quality characteristics and specific local impairments vary with regional setting within the North Coast HR. In general, seawater intrusion and nitrates in shallow aquifers are problems in the coastal groundwater basins; high total dissolved solids (TDS) content and general alkalinity are problems in the lake sediments of the Modoc Plateau basins; and iron, boron, and manganese can be problems in the inland basins of Mendocino and Sonoma counties. Water Quality in Public Supply Wells From 1994 through 2000, 584 public supply water wells were sampled in 32 of the 63 basins and subbasins in the North Coast HR Analyzed samples indicate that 553 wells, or 95%, met the state primary Maximum Contaminant Levels (MCL) for drinking water. Thirty-one wells, or 5%, sampled have constituents that exceed one or more MCL. Figure 26 shows the percentage of each contaminant group that exceeded MCLs in the 31 wells. 584 Wells Sampled i~eptmaryntctar~drds i ~ DefectiotwatAeasee,teconsa'wenraaDVlewrrtaynsce ~' Figure 26 MCL exceedances in public suppy wells in the North Coast Hydrologic Region Table 13 lists the three most frequently occumng individual contaminants in each of the five contaminant groups and shows the number of wells in the HR that exceeded the MCL for those contaminants. 124 D W R -BULLETIN 118 Table 13 Most frequently occurring contaminants by contaminant group in the North Coast Hydrologic Region Contaminant group Contaminam - # of wells Contaminant - # of wells Contaminant - # of wellslnorganics-Primary Aluminum-4 Arsenic-4 4tied all exceedance Inorganics - Secondazy Manganese - 750 Iron - 108 Copper - 2 Radiological Radium 228 - 3 Combined RA226 + RA228 - 3 Radium 226 - 1 Nitrates Nitrate(as NO,)-7 Nitrite(as N)-1 VOCs/SVOCs TCE-2 3 tied at l exceedance TCE = Trichloroethylene VOC =Volatile Otganic Compound SVOC = Semivolatile Organic Compound Changes from Bulletin 118-80 Since Bulletin 118-80 was published, RWQCB 2 boundary has been modified- This resulted in several basins being reassigned to RWQCB I- These are listed in Table l4, along with other modifications to North Coast HR. Table 14 Modifications since Bulletin 118-80 of groundwater basins in North Coast Hydrologic Region Basin name New number Old number McTktwell Valley 1-56 2-12 Knights Valley 1-50 2-13 Potter Valley I-51 2-14 Ukiah Valley 1-52 2-15 Sanel Valley 1-53 2-16 Alexander Val ley 1-54 2-17 Santa Rosa Valley 1-55 2•I8 Lower Russian River Valley I-60 2-20 Bodega Bay Area 1-57 2-21 Modoc Plateau Recent Volcanic Area deleted 1-23 Modoc Plateau Pleistocene Volcanic Area deleted I-24 Gualala River Valley deleted 1-47 Wilson Grove Formation Highlands 1-59 2-25 Fort Ross Terrace Deposits t-6l Wilson Point Area 1-62 n a d D A V z c 0 z K c c 0 b n A n b CALIiO k Ntk S GROUYO:NRi€R tiFOk ie--2003 125 Chapter) j No!th Cocet Hyd~o7ngic Reg~en Fort Ross Terrace Deposits (1-61) and Wilson Point Area (1-62) have been defined since B118-80 and are included in this update. Mad River Valley Groundwater Basin (I-8) has been subdivided into two subbasins. Sebastopol Merced Formation (2-25) merged into Basin 1-59 and was renamed Wilson Grove Formation Highlands. There are a couple of deletions of groundwater basins from Bulletin 118-80. The Modoc Plateau Recent Volcanic Area (1-23) and the Modoc Plateau Pleistocene Volcanic Area (1-24) are volcanic aquifers and were not assigned basin numbers in this bulletin. These are considered to be groundwater source areas as discussed in Chapter 6. Gualala River Valley (1-47) was deleted because the State Water Resources Control Board determined the water being extracted in this area as surface water within a subterranean stream. 126 D W ft BV LLETIN t t 8 n s m 9 m R .. ' N C ff M N [~ _ C ~ M _ ^ G N '~ r • • ~ , i ~ e ?4 . aOT h C - VN': m G` ~ v KJ -~ ~ ~ o 00 -~ N yl ` < - ~ ~ ~ r r i a M a < o C ~ z ~ ~ v r x ~ o [n h N C } ~. V„ a V :` : N . ~ K.' a a ~ l'_ _ N ~ i~ _ Vl -~ T ~ N ~ ~ N N N - ~., . N ~ ~ _ , ~ C ` ~ ~~ - o '~ ~, O ~w m 'n o ~n v~ "a rn e - r r 0 O ~ _ .~ o d ~ w J 4 :: : : `.~~' ' . ~ N `..i ~ y ° „ ;o° vO°i r o°~ T n r,. a r h v o f ~ ° ~ ~ r F n N ~n r1 N h „ F G. C t ,_ = _ N m 7 Y ~ C'+ ? ` c°C O O O p O OJ '. ~ S' O : °O ~ ~ S p 0 : : O° ~ ^ i , Y _ .' O O N ` 0 3 " N - - - ~ _ T Cy r ~F- 9':N m'~ ]^_1 m o] m m'w [C C 9 6] U < 6 =~ 0] IL a7 tG U U U ¢1 tl t9 5 Ca q t O m CI ¢1 ¢1 D m U U :) U Ci c ~ L ~ n C ~ '~ v2 v° ~ ,. ° O Q C O O u ti O C C O O N S M h O O LQ O p 0 0 0 0 O ~ 0 N a 0 00 O 00 O O ~ O O P O o i V :y ~ m a m a y b O V_ t_ < G O - O t_ CI O O P N ~ rn C O V E e 0 N ~D ~ a t0 M eo h - m V S O T O~ N t'1 n ~ V 1~ r'1 b '/i O r N N W P 'a{ N V Y1 O N rl1 M N ~ L T N N ~ N 4' ~M n n ~ V' ~ N ` _ en [_ _ N F Q 1 s d+. ~ L y F ~ X J y F c ~' z z z < ~ i¢ w z a: < >~, J ww r } ~ a _ ? } w ~ x ~ z ¢ < > z 3 :~ 3 z r a x a a ~ a- ~ Y ¢ " ~ , ~ a o > ¢ F O ~ ~ > w ~ ~ z 3 o F .~ 3 ..i } z o a z >¢ - < w :~ x -~ < w , « » w g Z e j Z 5 W a > w ~ F" d Y w tr "~ ¢ > «' w F o i , w w z `^' Z > ~ p Z '''' ~ < O ~ 3 ~ o F F m w > ~ w ~ x ¢ ~ < w .~ w ~'= > w .~ ^ 'z m - ~ z o z -, X < -' ~ , Z 3 > ~ Z > C7 r ; q c' C ° O 1' 3 g 3 o = > tUi~i > ~ T ` > >' f x J ¢ u ? F "..a . ' .i < > ~ L ¢ » m > ~ d j < ~ ~ U > O x ~ ~ U Q pp O w ~ w a F > x w x , v w Z ~ O w 5 C ?L ru Y C > ~` ¢ rG Z O _ arL ~ V ¢ n j O Z O ' D d O p C ~ ¢ i W rG ¢ ' p ~ w ~ '. il ~ p ~ c. Z w O Z ;~ y '~ ~ w G ._ F ~ a a ~ N ~ i pp , 3 .~ z z w > F W 3 d O ¢ y O w ° V c' ~ a C C 3 O „ j G w Z a C1 x ¢ C Z ~ < ~ ~ > Z G Z _ . .- ~ ¢ aa ~ C < - C } ¢ O AO pp 7 ,~ ~ 0 } < ~ O < ; ~-" ,.• Z ¢ O G ¢ rt w L O -• ,~; ' « ^r w O i O d' m ~ a . m . X~ D t7 'm V m 2 = ~~ G W w u a _ .-~ ..~ 2 m u^- a ¢ o w :.: o. z m ~ 's i 3 L9 .~ o s z U ..~ m E~ ..~ t _ o N c N _ c S N ° OJ _ /. .5 _ N M v h ^i ^ W : o ~ .- ~ N ~ m _ v _ 'n _ ~c _ ~ ~ m _ a ~ o N - N N N N ~o N c- N w N a N o M - th N rh ro ie~l c t! r 1 ~c e~1 ~ tt e!1 ~ o d' ' m m J z 0 !1 O Z C c c CAilf Or'&'IH S C.kOUNU Nk?FR UFJATE 1003 127 C ha pterT ~ North Caast HyCr~~logic Regien b r d a r e Q P~ 'o r. ~ r ~ r ~ r r O ~ r N e M N c p r N O r P O V_ N ~ C C :0 p ? ~G ~ '3 ? N l: N N _ 1 °. ~ N GO N r d ~ N M N N Y h N .- V~ M U 3 7 C e !' c ~ r o ~ = J a ° ~' ~ ~ `' ~ ~ : ; T ` r r r r r r N a' w =h { r ".M MR W N r r ~( ~ r r _ i 4 c ' ~ A ,J .. ~ ~ : t t $^ ": r r r r r r r r '.'- :' ~ ~' O N E4 ~ ~?~ - 2 'a '+ 0 C C ~ ~ s %~ C r ~ S I. O ~, ..~ S r O O i > O O t 3 E _ N Y~ rn r N - O ~ ' ~ e r ~ k. cd U :J U V~ J V U ~l V~ :U s ~ ~ U ¢ U O U ¢ O D U O~ Y y S J °C v x m V O O O C O O p O O P yy~ O;y V ,~O ~^ ~ "- } ~` ~ 0 O 0 O S O W S 0 O 0 P S V v W ~ ^ C \O O N N ~ ` ~ V b r b N b y [~ M 00 O 9. Vl .~y ' rG O a rn .- 'n .~ N _ m 'O K r ~ ~ ti 2^ _~ ¢ y ~. F3 y y C z ¢ ~, ~ ~ z U '` _ .r S O ~ q ~ ~ f a h ~ y ~ ; ~ > ~ ¢ ~ ~ ~ p WW m > ¢. .» m W ¢ m m ~ ¢ J ¢ ' a v' O m o S .Q m `t ~ O ~ m - ~, > ¢E q Op C O Q > -~ ~' R O x rn c.. Q » a' -1 .a f- x » Z Zx a a in z ¢ Z x O Z _ ~ ~ ~ ~ > a ~ ~ ~ ¢z ~: ~c z z a ~ o o ~ 3 ~ ~ n h 3 a m Z Cx7 ¢ X a " Y '+~ 0 00 V¢i ~Ei, ~ ~ ~ m 3 0 1 0, 3 . . . . i o 0 0 0 0 i L ~ r _ h ~ _ ~ _ N N M R b 'JC P O - r^i N ~ ~ „ O N C V V O O V b S N C ~ +1 ~ 8. ~ E S O - R n0 ~ f F ~~ w E F 128 OWR-BULLETIN 116 2005 Urban Water Management Plan APPENDIX E Water Shortage Emergency Plan UftAF7 for review pu~poees only. P.U 280001128619 -Ukiah UWMP~nraR Report-August 20071Draft UWMP (OBID2007ydoc Ukiah, California City Code This code was last updated by ordinance 1080 passed June 14, 2006. ARTICLE 11. WATER SHORTAGE EMERGENCY 3600: FINDINGS: The City Council hereby finds and determines that the ordinary demands and requirements for water customers of the City may not, from time to time, be satisfied without depleting the water supply to the extent that there would be insufficient water for human consumption, sanitation, and fire protection. This ordinance is intended to prohibit any additional demands on the existing water supply, to prohibit all nonessential uses as defined herein, and to allocate the available water supply during any water shortage emergency to the end that sufficient water will be and remain available for human consumption, sanitation, and fire protection. (Ord. 691, §1, adopted 1977) 3601: DEFINITIONS: For the purpose of this Article the following terms, phrases, words, and their derivations shall have the meaning given herein: The word "shall" is always mandatory and never directory. A. Customer: The person using water supplied by the City. B. Director: The Director of Public Works of the City or his designated representative. C. Department: The Water Utilities Division of the Department of Public Works D. Hand-Watering: Water supplied to a customer through a hose connected to the customer's piping system while such hose is hand held and such water used for exterior purposes. E. Irrigate: To water land, whether by channels, by flooding, by sprinkling, or any other means whatsoever except hand-watering. F. Water: Only water supplied by the City unless expressly provided otherwise or required by the context. (Ord. 691, §1, adopted 1977) E-I 3602: DECLARATION OF WATER EMERGENCY: When it appears that the City may be unable to supply the normal demands and requirements of water customers, the City Council may, by resolution declare a water emergency. The resolution shall specify the degree of emergency existing and shall place into effect the appropriate provisions of this ordinance. (Ord. 691, §1, adopted 1977) 3603: REQUESTS FOR VOLUNTARY RESTRICTIONS OF WATER USE STAGE I: Whenever the City Council, by resolution, declares Stage I water emergency to exist, the Mayor shall issue a proclamation urging citizens to institute such water conservation measures on a voluntary basis as may be required to reduce water demand to coincide with available supply. (Ord. 691, §1, adopted 1977) 3604: PROHIBITION OF NONESSENTIAL WATER USE STAGE II: It is unlawful for any person to use water for any nonessential use as hereinafter defined, whenever the City Council determines by resolution that a Stage II water emergency exists. (Ord. 691, §1, adopted 1977) 3605: NONESSENTIAL USES DEFINED: The following uses of water are nonessential: A. Use of water from public hydrants for any purpose other than fire protection and/or prevention. B. Use of water through any meter when the consumer had been given two (2) days notice to repair one or more leaks and has failed to complete such repairs. C. Use of water by a golf course to irrigate any portion of its grounds except those areas designated as tees and greens; except where the Director shall have determined that any such use is nonessential and written notice of such determination shall have been provided. D. Use of water to irrigate grass, lawns, ground cover, shrubbery, vegetable gardens, trees, or other outdoor vegetation. E. Use of water for the construction of any structure, including such use in dust control. E-2 F. Use of water to wash any sidewalk, walkways, driveway, street, parking lot, tennis court, or other hard surfaced area by hosing or by otherwise direct use of water from faucets or other outlets. G. Use of water to wash any motor vehicle, trailer, airplane, or boat by hosing or otherwise using water directly from a faucet or other outlet. H. Use of water to fill or refill any swimming pool. I. Use of water to add to any swimming pool not equipped with and using a pool cover. (Ord. 691, §1, adopted 1977) 3606: FURTHER NONESSENTIAL USES DEFINED STAGE III: In addition to the nonessential uses set forth in §3605, the following additional uses are determined to be nonessential when the Council has, by resolution declared a State III emergency. A. Use of water in excess of the daily usage allotment hereinafter set forth: Single family or duplex (100 cu. ft. per 50 gallons -per permanent month) resident Multi-residential units (180 cu. ft. per 45 gallons -per permanent month) resident B. All other uses not expressly set forth in §3605 shall be limited to fifty percent (50%) of the prior water use for a similar period as determined by the Department from its records. Where no such records exist, prior water use shall be deemed to be the average prior water use of similar existing services as shall be determined by the Department from its records. C. Use of water to irrigate, the provisions of §3605 above to the contrary, notwithstanding. D. Use of water for hand-watering. (Ord. 691, §1, adopted 1977) 3607: NUMBER OF PERMANENT RESIDENTS: Each customer in whose name water is supplied to a residence shall upon request of the Director advise him under penalty of perjury the number of permanent residents using water supplied to that residence. If such a residential customer shall fail to so advise the Director, such residence shall be permitted the water allocation herein provided for one permanent resident. (Ord. 691, §1, adopted 1977) E-3 3608: TAMPERING WITH WATER METERS PROHIBITED: It is unlawful for any person to remove, replace, alter, damage, or otherwise tamper with any water meter or components thereof, including but not limited to the meter face, dials, or other water usage indicators, and any flow-restricting device installed thereon. (Ord. 691, §1, adopted 1977) 3609: VARIANCES: The Director may: A. Grant temporary variances for uses of water otherwise prohibited; or B. Adjust temporarily any or all consumer's allotment if he finds and determines that due to unusual circumstances to fail to grant such a variance would cause an emergency condition affecting health, sanitation, or fire protection of the applicant or the public; further, he may grant such adjustment in the case of a mixed residential/nonresidential use if he finds that such adjustment is necessary to place an equivalent allotment burden on said applicant. The City Council shall ratify or revoke any such variance or adjustment at its next scheduled meeting. No such variance or adjustment shall be retroactive or otherwise justify any violations of this ordinance occurring prior to issuance of said temporary variance or adjustment. (Ord. 691, §1, adopted 1977) 3610: VIOLATION OF WATER USE RESTRICTIONS; PUNISHMENT: It is a misdemeanor for any person to use or apply water received from the City contrary to or in violation of any restriction or prohibition specified in the Article, except both the first and second violations of this ordinance within any one year period shall be infractions. Said punishment may be in lieu of or in addition to any other penalty or method of enforcement provided by law. Any violation of this ordinance permitted to continue after notice, shall be a separate offense and shall be punishable as such hereunder; further, each day such violation continues shall be considered a separate offense. (Ord. 691, §1, adopted 1977) 3611: PURPOSE AND INTENT; STATUTORY CONSTRUCTION: It is the purpose and intent of this ordinance to prohibit an increase in the water demand on the City's water supply, to eliminate all nonessential water usage, and to provide for allocation of existing water resources to insure sufficient water for human consumption, sanitation, and fire protection. This ordinance shall be E-4 liberally construed to effectuate such purpose and intent. (Ord. 691, §1, adopted 1977) 3612: REPAIR; REPLACEMENT: Notwithstanding any other provisions of this ordinance, no restriction or prohibition is imposed upon the repair or replacement of existing water service facilities in a manner which the Director determines will not materially increase the consumption of water. (Ord. 691, §1, adopted 1977) 3613: ORDINANCE CONTROLLING: The provisions of this ordinance shall prevail and control in the event of any inconsistency between this ordinance and any other rule, regulation, ordinance, or code of the City. (Ord. 691, §1, adopted 1977) 3614: WATER SERVICES TO BE DISCONNECTED: Water may be shut off by the Department with appropriate notice whenever the Director determines there has been a willful failure to comply with the provisions of this ordinance, any other provisions of this code to the contrary, notwithstanding. Charges for reconnection or restoration of service which has been terminated pursuant to this Section shall be at the rates and on the conditions set by resolution. (Ord. 691, §1, adopted 1977) 3615: ENFORCEMENT; DESIGNATED PERSONS: A. Each police officer of the City shall in connection with his duties imposed by law diligently enforce the provisions of this ordinance. B. The Director and his designated employees shall have the duty and are hereby authorized to enforce the provisions of this ordinance. (Ord. 691, §1, adopted 1977) 3616: SEVERABILITY CLAUSE: If any section, subsection, sentence, clause, or phrase of this ordinance is for any reason held to be unconstitutional, such decision shall not affect the remaining portions of this ordinance. The City Council declares that it would have passed this ordinance and each section, subsection, sentence, clause, and phrase thereof irrespective of the fact that any one or more such provisions be declared unconstitutional. (Ord. 691, §1, adopted 1977) E-5 Urgency Ordinance This ordinance is hereby declared to be necessary for the immediate preservation of the public peace, health, and safety and will take effect and be in force upon its adoption by a fourth-fifths (4/5) vote of the members of the Ukiah City Council. Due to severe drought conditions existing in the area from which the City draws its water supply, it is imperative that this ordinance become effective immediately to protect existing water supplies for human consumption, sanitation, and fire protection. The City Council of the City further declares that if normal water usage were permitted to continue, the available water supply would be depleted below the safe level for human consumption, sanitation, and fire protection. This ordinance shall be published in accordance with law within ten days after its adoption. (Ord. 691, §2, adopted 1977) E-6 2005 Urban Water Management Plan APPENDIX F Demand Management Measure Economic Analysis DRAFT for review purposes only. P?128000'd 28b19 -Ukiah UWMP~Drett Report-August 200AU2tt UWMP (OBi 02007Jdoc DMM 1 -Water Survey Programs for Single-Family Residential and Multi-Family Residential Customers Description: Conduct water surveys that include both indoor and outdoor components. Provide recommendations and install plumbing retrofit devices where needed. Assumptions: 1. The implementation schedule is assumed to be as defined for agencies signing the MOU in the year 2005. 2. Number of surveys necessary to complete is 15% of the baseline number of housing units in 2005. 15% of single-family units and 15% of multi-family units will be surveyed within 10 years of the date implementation is to commence. Surveys will be conducted according to the following schedule: 1.5% by end of the f rst reporting period, 3.6% by end of second reporting period, 6.3% by end of third reporting period, 9.6% by end of fourth reporting period, and 15% by end of the fifth reporting period. MOU, page 16 and page 17 Section E. d. California legislation requires that plumbing fixtures manufactured, sold or installed affer early 1992 be low-water-use fixtures. Therefore, the greatest water savings can be achieved in pre-1992 homes. 3. Single-family water usage = 391 gpd/unit (60% is outdoor use) Single-family water usage was calculated based on historical water use per connection, and the projected number of/." connections in 2005 (based on Rate Study report that 87% of connections are '/<'). It was assumed that the '/." connections were primarily single and multi-family units. Based on the General Plan for the City, 64 % of the '/." connections were assumed to be single-family and 36% multi-family. The single and multi-family water usages were based on the assumption that the multi-family units use 40% of the water that the single family units use. Outdoor use is based on engineering judgment. 4. Multi-family water usage = 156 gpd/unit (40% is outdoor use) See assumptions for single-family water usage. 5. Water savings from indoor leak detection, not including toilet leaks = 0.5 gpd per residence A & N Technical Services report (2000, page 2-20) (12.4 gpd per household repair,' 4 percent of households audited have leaks). 6. Water surveys decrease outdoor water use by 10% MOU estimate is 10% (page 18, Section F). 7. Each water survey costs $55.00 This cost estimate is based on the Southern California Water Company (SCWC) pilot exemption request filed with the CUWCC and dated June 29, 1999. The estimate includes marketing, contract labor, SCWC labor, overhead and materials. It is assumed that the City's cost would be similar to SC WC's. It is assumed that this DMM is done in conjunction with DMM 2. 8. The life span of a water survey is four years. A & N Technical Services report (2000, page 2-20) gives life spans for various components of a water survey. Four years was selected as a reasonable average value based on that information. 9. Water savings from indoor plumbing retrofits are tracked under DMM 2. Only water savings from a decrease in outdoor water use and water savings from indoor leak detection are tracked in DMM 1 to avoid double counting of water savings. P.A128000V738119 - Ckinh UWiA4PVI~',con Anvless\i~ppevd Lr I! - ;lvsumpnons 11072007.doe DMM 2 -Residential Plumbing Retrofit Description: Install plumbing retrofit devices in single- and multi- family residences. Assumptions: 1. Plumbing retrofit devices will be installed at a minimum of 10% of residences per reporting period until it can be demonstrated that 75% of pre-1992 single-family residences and 75% of pre-1992 multi-family residences have low Flow showerheads (LFSHS). Based on the low growth rate, it is assumed that the current residences were all built prior to 1992. MOU, page 19. 2. 22.5% of residences have low-water-use fxtures. We estimate, based on professional judgement, that 45% of plumbing fixtures in pre-1992 residences have been replaced with low-water-use fixtures due to natural attrition. Assuming that one-half of these plumbing fixtures have replaced all fixtures in some pre-1992 residences and one-half of these plumbing fixtures are spread out, replacing only a portion of the fixtures in some pre-1992 residences, then 22.5 percent ofpre- 1992 residences already have low-water-use fixtures. 3. It will take approximately 15 years to demonstrate that 75% of residences have LFSHS. We are assuming that two LFSHS in a residence must be replaced to meet MOU requirements. If 22.5% of the residences have low-water-use fixtures, then 52.5% of the pre-1992 residences must still be replaced. At 5% of the residences replaced per year (10% replaced per reporting period) it would take 15 years to demonstrate that a total of 75% of residences have LFSHS. 4. There are an average of 1.1 showers, 1.6 toilets, and 2.4 faucets (1 kitchen faucet and 1.4 other faucets) per residence. For DMM 14, we determined that there is an average of 1.6 toilets per residence (see DMM 14 for details). Based on professional judgement, we assumed there are two-thirds the number of showers as toilets, and 1.5 times the number of faucets as toilets. This assumption will be modified based upon updated data gathered in the future. 5. Water savings from one low-flow showerhead = 5.5 gpd A & N Technical Services report (2000, page 2-16). 6. Water savings from one faucet aerator = 1.5 gpd A & N Technical Services report (2000, page 2-16). 7. Water savings from one toilet Flapper = 8 gpd; assume 20 percent of toilets leak. A & N Technical Services report (2000, page 2-16). Percentage of toilets with leaks based on SCWC data. 8. Water savings from kitchen "flip" faucet aerator = 3.0 gpd. Based on SCWC data. Kitchen faucet water savings are due to the intermittent use of the flip feature during the rinse cycle. 9. Indoor water savings = 13.7 gpd/unit. We used the following equation to calculate indoor water savings, based on assumptions 4 through 8: [(1.1 *5.5) + (1.0*3.0+1.4* 1.5) + (1.6*8*0.20)] 10. The DMM will cost an average of $20.00 per residence. We based this cost estimate on information provided by SCWC. It is assumed that this DMM is done in conjunction with DMM 1. 11. The life span of the retrofit devices is four years. A & N Technical Services report (2000, page 2-16) gives life spans for various components of a water survey. We selected four years as a reasonable average value based on that information. P:A7?8000A728677- Ckiah L'WM17PVIfwn Avalysis\ilppcndis I! -,lsvumpnnns IIIg2007.doc DMM 6 -High-Efficiency Washing Machine Rebate Programs Description: Provide rebates to single-family residences for high-efficiency washing machines. Assumptions 1. Each rebate will cost $75. The MOU does not require implementation of this DMM if the maximum cost-effective rebate is less than $50 (MOU, page 31). A $50 rebate plus an additional $25 per rebate for program administration and overhead was assumed. 2. Each high efficiency washing machine will reduce water usage by 1,170 gallons per year. MOU, Section F, page 38. 3. Rebates will be accepted by one percent of single-family residences per year for 20 years. Estimate based on professional judgment. 4. The life span of a high effciency washing machine is 12 years. Pekelney, D. M., T.W Chesnutt, and W M. Hanemann. 1996. Guidelines for Preoahnp Cost Effective Ana/vsis of Urban Water Conservation Best Management Practices. Prepared for the California Urban Water Conservation Council. September 1996. P:A726000VI26C77 - CAiah UWMPVIScon ~nvlysis\-Appcodx I(- ~iseumpnnns 7107200Zdoc DMM 14 -Residential ULFT Replacement Programs Description: Implement a program to replace existing high-water-using toilets with ultra-low-flush toilets (ULFT) in single- and multi-family residences. Assumptions: 1. There are an average of 2.5 people per single-family residence and 2.5 people per multi-family residence. Based on information in the General Plan for the City. 2. There are an average of 1.6 toilets per single-family residence and 1.5 toilets per multi-family residence. Based on professional judgment, it was assumed a one bedroom unit has 1 toilet, a two bedroom unit has 1.5 toilets, a three bedroom unit has 2 toilets, a four bedroom unit has 2.5 toilets and a five bedroom unit has 3 toilets. Because multi-family units tend to have fewer toilets on average than single-family units, it was assumed 1.5 toilets per multi-family residence and calculated that the single-family units would need to have 1.6 toilets per unit to achieve an overall average of 1.58 toilets per dwelling unit. 3. Water savings from ULFTS are 36.5 gpd/unit for single-family residences and 49.0gpd/unit for multi- family residences. MOU, Exhibit 6, Table 1 and Table 2. 4. Homes constructed after 1991 already have ULFTS. Based on the low growth rate, it is assumed that no residences were built after 1991. As of January 1992, California legislation requires that ULFTS be installed in all newly constructed homes. 5. The life span of the new ULFTS is 20 years. MOU, page 70. 6. Natural toilet replacement rate is 4% per year. MOU, page 70. 7. Average resale rate for single-family units in Mendocino County is 2.56% Assumption based on the 1996 single-family average resale rate for Mendocino County. This rate was obtained from the CUWCC Website, www.cuwcc.org, December 2005. 8. Average resale rate for multi-family units in Mendocino County is 1.2% Assumption based on the 1998 multi-family average resale rate for Mendocino County. This rate was obtained from the CUWCC Website, www.cuwcc.org, December 2005. 9. The cost of toilets, advertising, administration, overhead, and toilet recycling is $150 per ULFT. The cost does not include installation, which will be covered by the customer. P:A72dIH41V 72Hf 19 - Cklah U W bfPVI?cnn .AnalysisA Apprndls 14 - Aswmpuons 7 7072007.doc '~ 4 I - E~ _ a I I F _ _ ~ , I ~ I -_ ~ a 6 I ~ = ~ ' a 5 - i ~ _ - o I ~ - - > ~ _ x I - l i ~ i ~ I I _ _ _ P I _ _ ? 3 i~ - ' ~ I I - a e _ I s. . 3 ~S a S ~ _ v ~ ~~ I 3. Z _ :, ~ _ O _ _ i 6 3 m° _ ~ ~ 1 e _ ~ ~ 3 .~ ~ .. 'fi e ~ n_ I I ~ I ~. r r~ N. . > i e y I _ ~ -a~ I I 9 ~ i8 _ 1 t a -I _ v , __ "' °,- ^ ' > a '. _ : F :_ A > e _ i ,. . N . ~. _ ~ f ~ N _ w ' ~. 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I I _ FE C oS o o o v ° ° °o o m rv - - - - ~ i ~ - A E c iSo ~ A t I Z - ~ ~,nN ~' - _ I ~ _ _ ~°o g' _ i V I n 2005 Urban Water Management Plan APPENDIX G Resolution to Adopt the Urban Water Management Plan G DRAFT for review purposes only. P112800N128619-Ukiah UWMP1D21t Repotl-FlUgus~ 200TDrall UWMP (0810200 doc 2005 Urban Water Management Plan REFERENCES Bartle Wells Associates. "City of Ukiah Water Utility: Water Rate Study and Preliminary Financing Plan." (March 2005). City of Ukiah Official Website. http,llwww.citvofukiah.coml. (2005). County of Mendocino. "Mendocino County General Plan" Department of Water Resources. (1977). California Irrigation Management Information System website at http:IMrv+wcimis.water,ca.govlcimis/data.isp, Data retrieved September 7, 2005. Department of Water Resources. DWR Bulletin 118 -California's Groundwater Update 2003. (2003). Jamison, Alan. Water Treatment Plan Supervisor. (2005). KennedylJenks Consultants. "Urban Water Management Plan 2002 Update" (November 2002). Oleo, Taliana. Bartle Wells Associates. (2005). Wheaten, Paula J. Wagner and Bonsignore. (2005). Robert C. Wagner, Wagner and Bonsignore (2007) REF-1 DRAFT for review purposes only. P?128000A128619-Ukiah UWMPADraft Report-August 20071pratt UWMP (08102007) doc APPENDIX H Response to Comments The following summarize written comments received and the response to those comments. The actual comment letters are on file with the City Clerk and may be examined during regular City business hours. Response to comments from Sonoma County Water Agency ttem Comments Response 1 Page ES•1 -Second to last paragraph This will be corrected in the final version "The City obtains it water supply... "-Missing the s on it. 2 Page ES-1 -Last paragraph The statement referring to Well 6 pumping to Well 2 will be Why would water be pumped between wells that are no clarified in the final version. longer used. 3 Page ES-4 -Five barriers for recycled water The City of Ukiah met with the local farm bureau and tarmers to program discuss recycled water opportunities. The barriers mentioned in Barrier 1 -Many farmers have storage facilities now. the Urban Water Management Plan (UWMP) were expressed by Barrier 2 -Just a perception, or is it a fact. the local farmers and agriculture industry at this meeting. A Barrier 3 - Not a barrier see Water Code Section statement will be provided in the UWMP indicating that these , are barriers perceived by the local farmers and agriculture 1010. industry. A public education program will be needed to Barrier 4 -But do they have rights to the water they demonstrate the benefits of a recycled water program. are using? Barrier 5 -More expensive, perhaps, but still very cost effective. 4 Page ES-6 -Second to paragraph Application will be changed to petition in the final version Change application to petition 5 Page ES-6 -General comment Comment noted. The Ciry should become a member of CUWCC and the MOU and implement all 14 BMPs 6 Page 2.1 • First paragraph of Section 2.1, second The permit was granted by a predecessor to the Depanment of sentence Healih and Services. This will be clarified in the final version. B What A enc was the water su I ermit in 1939 granted. 7 Page 2-1 -First paragraph of Section 2.1, last sentence Yes, it is a DHS number. This will be clarified in the final version. Is this a DHS number? It is not a water right number. 8 Page 2-t -Second paragraph of Section 2.2 Are the customers served by the City within its water right place of use 9 Page 3.9 -First paragraph of Section 3.7.2 What about MCRRFCWCID? 800 AF 10 Page 3-16 -General Comment The only water available to Ukiah, from the Russian River, is the water flowing into Lake Mendocino and any tdbutary flows arising downstream from Coyote Dam. The City has no right to pump water that has been stored in lake Mendocino and later released into the East Fork RR. The City has filed a Petition for Extension of Time. This petition includes a change to the City's water right place of use. This will be clarified in the final version. The 800 AF that the City can purchase from MCRRFCWCID is listed as project water in this UWMP. No further action will be completed on this comment. The City agrees with this comment as it penains to the East Fork Russian River. The City has no intention of using stored water from Lake Mendocino. No further action will be completed on this comment. 11 Page 3-17-General Comment This analysis assumes that shortfalls in available supply from natural flow and Potter Valley imported water are made up from Sonoma County Water Agency supplies stored in Lake Mendocino. Ukiah does not have a contract with SCWA The future Ukiah extractions under its water right permit will come from The Ukiah Valley groundwater basin. SCWA's permit 12947A is limited to water originating in the East Fork Russian River. SCWA comment does not make it clear why it considers the future extractions by the City to be project water. The City's water right permit authorizes diversions from Russian River Underflow, Jan 1 to December 31 without a bypass condition. It is not necessary for Ukiah to enter into a contract with SCWA to extract water from the groundwater basin (or the subterranean stream). During very dry years, some of the City's water use can be made under its contract with the Flood Control District, to the extent that it is necessary. The contract, for 800 acre feet, is roughly 4 cis during the dry season. 12 Page 3.22 -First full paragraph, reference to 37,300 PVID diversions were accounted for in the analysis of historic acre-feet and future inflow to Lake Mendocino This number should be divided by gross tunnel diversions, not tunnel diversions less PVID diversions. 13 Page 3-22 -First full paragraph, reference to 26 The 26% reduction is determined as stated in the text as the percent percent change in annual Potter Valley Project imports to the This 26% is calculated by dividing reductions in gross East ForK Russian River due to the E-6. tunnel diversions by net lake inflows....Apples and oranges. 14 Table 4 in Chapter 3 -General comment Yes, 1977 was a very dry year, which followed a dry year in Available supply for all Pre-49 and Post 49 water rights 1976. Of course, there are other sources of water available in from PVID downstream including the City of Ukiah the Russian River basin in addition to the Potter Valley Project imports to East Fork Russian River. 15 Page 7-1 -First paragraph of Section 7.1, reference Comment noted. to CUCWCC 16 Page 7-2 -First paragraph of Section 7-2 A statement clarifying this will be added to final version. DMM 7, 8, and 12 are being implemented too. Responses to Comments from LAFCO Executive Director, contained in a letter dated October 4, 2007 A general description of the Ukiah groundwater basis is provided, followed by specific responses to the Executive Director's comments. References are to items and page numbers in his letter. Ukiah groundwater basin. The Ukiah Valley groundwater basin (aquifer) underlies Ukiah Valley and Redwood Valley. Geologic and groundwater characteristics underlying Sanel Valley are similar, however, bedrock effectively separates the Sanel aquifer from the Ukiah aquifer. The Ukiah Valley is the largest of several interior valleys in Mendocino County that fall along the north-northwest trending Maacama Fault Zone. The basement rock is of the Franciscan Complex, of variable but minor water yielding capacity. The valley is filled up to 2000 feet deep with unconsolidated or loosely cemented gravel, sand, silt, and clay deposited through eons of erosion, transport and sedimentation. The valley fill is categorized as three separate deposits. The oldest and lowest unit is the continental basin deposits. It is estimated to be up to 2000 feet in depth near the axis of the valley. Wells completed in the continental basin deposits produce water slowly because of consolidated, fine-grained material and low permeability. Well yield ranges from 1 - 50 gallons per minute (gpm). The second unit is the continental terrace deposits, situated mostly on the periphery of the valley. These deposits are relatively thin (up to 25 feet), have a low permeability and are not a significant groundwater source. The third valley fill unit is the Holocene alluvium, consisting of uncemented gravel, sand, silt and clay deposited in the last 10,000 years. The Holocene alluvium covers approximately 30 square miles throughout broad areas of the flood plain and more narrow bands along the Russian River north of the Forks and along tributary streams. It is generally less than 100 feet thick but extends up to 200 feet in depth. Consisting of coarse and uncemented sediments, the alluvium exhibits high porosity and permeability, thereby holding a significant quantity of water and transmitting water rapidly. Well yields range from 100 to 1000 gpm. The volume of water available from pumping from upper 100 feet of the most productive portion of the aquifer is estimated at 90,000 acre-feet. Groundwater in the alluvium is hydraulically connected to and interacts with surface flows. The principal source of groundwater is infiltration of precipitation. Other sources contributing to Ukiah valley groundwater are streamflow leakage, deep percolation from irrigation and treated effluent discharged via the City of Ukiah percolation ponds. The groundwater table (the underground water surface) fluctuates seasonally, being at its highest level in March or April at the end of the wet season, and at its lowest in October, at the end of the dry season. Seasonal fluctuations range on the order of 5 to 20 feet. Measurements have been taken and recorded over a long time period at a few wells in the valley. Measurements were generally taken twice a year, at the end of the wet season and at the end of the dry season. The groundwater measurements show the water table rebounds during the wet season to about the same elevation in all but abnormally dry years such as 1977. The water table rebounded completely in one year of normal precipitation. Water surface measurements over the long-term show no trend in groundwater levels. A 1986 USGS investigation (referenced below and attached) of groundwater levels in the Ukiah Valley found that, "None of the hydrographs show any prominent long-term declines. Water levels measured during the 1980's are remarkably similar to those measured during the 1960's and 1970's." Bulletin 118 of the California Department of Water Resources, updated 2/27/04, in its section on the Ukiah Valley Groundwater Basin (referenced below and attached) states, "Based on hydrographs from DWR monitored wells, groundwater levels in the past 30 years have remained relatively stable. During drought conditions there is increased drawdown during summer months and less recovery in winter months. Post-drought conditions rebound to approximately the same levels as pre-drought conditions." Water Level in the Ukiah Valley Wagner & Bonsignore prepared Figures 1 through 4 (attached) which show water table hydrographs through 2007 from the available record of long-term monitoring of wells in Ukiah Valley. Figure 5 shows the location of those wells. The hydrographs show the seasonal fluctuation due to the precipitation, the effect of drought in 1977, and the absence of a long-term trend in water surface elevation. Because the alluvium contains and transmits water easily, there is significant interaction between the Ukiah basin aquifer and the Russian River. Water level measurements show that in most years in spring the aquifer is full and spills to the river. At the southern end of the Ukiah groundwater basin, the bedrock rises toward the surface and groundwater must move to the surface stream (Russian River) to move downstream. The predominant movement of water is from the Ukiah groundwater basin to the Russian River. However, conditions fluctuate and occasionally result in some water moving from the river to the aquifer. When the river stage is high, water moves from the river into bank storage, where it is temporarily held until the river stage falls and water drains back to the river. When the aquifer water table is low, as happens toward the end of the dry season, water moves from the river to the aquifer. This is compounded by the effect of phreatophytes (water-loving plants) drawing water from the aquifer. Finally, pumping of wells will cause a localized drawdown of the water table, which can result in flow moving from the river to the aquifer. Specific Responses. Item 10. paae 6: City's Water Right Permit Extension, LAFCO writes that the "City Consumed a total of 4131 acre feet of water in 2004." The commentor has confused consumptive use with water production. The consumptive use of the City's diversions in 2004 (and proportionally for any other year) is about 43% of the total amount diverted. As described in detail in the above report, return flows make a significant contribution to the hydrologic system. Items 11, 12. 13 and 14, pp. 7-11: Comments considered together with the following response: The Executive Director suggests that there exists the need for a groundwater basin study, although the comments do not specifically address the areas of concern, offering instead a general concern that there may be a problem with water supply. He also discounts the USGS and DWR Bulletin as outdated and based on inadequate data. The hydrographs that were evaluated by USGS in 1985 and by DWR in its Bulletin 118, updated in 2004, clearly show that groundwater conditions in the valley have changed very little, if at all. The wells with the longest record that are readily available and included herein, which include draw-down data up to 2007, show the same response today as they did in the past. The water level data is likely the most reliable information we have indicating the overall water supply health of the groundwater basin. The City may want to begin developing a plan for implementing a groundwater monitoring system to provide more complete and accurate data. This would be a long term project that would have to be implemented over a number of years. The Executive Director cites a statement by Dr. Sari Sommarstrom, Ph.D. recommending a "specific ground-water study of the Ukiah Valley.., to determine the relative amounts of surface and groundwater currently used, irrigation recharge rates and movement, and the safe yield of the groundwater basin." Such a study as suggested by the Executive Director might prove to be a useful investigation for future planning as part of a comprehensive regional water management program; but it is not necessary at this time in order to conclude that sufficient water supplies exist to continue the development of the City's water rights. Runnoff into surface streams represent potential recharge to the Ukiah groundwater aquifer. Those streams include the East Fork Russian River, West Fork Russian River and ungaged tributaries to Ukiah Valley. The ungaged tributaries include Hensley, Ackerman, Orrs, Doolin, Robinson, Howard, Sulphur, McClure Howell, Morrison and 12 unnamed creeks. The drainage area of the ungaged tributaries is 137 percent of the drainage area of the West Fork. Total flow of the ungaged tributaries can be estimated based on 137 percent of the West Fork flow. To estimate streamflow entering Ukiah Valley from the East Fork in the future, an adjustment was made to account for the effect of the FERC license E5 condition constraint. This adjustment had the effect of reducing future East Fork flows by 37,300 acre-feet per year, on average. Total surface flow entering the Ukiah Valley in the future, on an average annual basis, can be estimated as follows. Thousand Acre- Feet Per Year Historical Inflow to Lake Mendocino 250.1 Historical Im ort to East Fork 141.5 Future Im ort to East Fork 104.2 Subtotal Future East Fork 212.8 West Fork 129.1 Ungaged Stream (137% of West Fork 176.9 Total Surface Inflow to Ukiah Valle 518.8 The City's future estimated water production is about 8400 acre feet of which about 57% returns to the system representing a depletion of 3600 acre feet. The amount of available recharge from streamflow is approximately 140 times greater than the City's future net demand (the City's depletion is 0.67% of the average annual surface stream supply to the valley). The Executive Director suggests that a groundwater management plan is needed to address the questions that it lists as bullet items on pages 9 and 10. The City agrees in principal that a water management program which includes groundwater monitoring, conservation and regional cooperation with other agencies is a good idea. A first step toward comprehensive groundwater management would be the development of a regional groundwater monitoring program that could be implemented over time with cost sharing and cooperation from all of stakeholders in the region. Response to Comments from Barbara Spazek, Executive Director of Mendocino County Russian River Flood Control and Water Conservation Improvement District, dated October 15, 2007. The significant points in the comment letter are paraphrased followed by a response. Amore general response is also provided. a) Assertion: Lake Mendocino was represented by Wagner & Bonsignore, Consulting Engineers ("WBE") as the source of supply for the City of Ukiah; Response: The WBE analysis in the UWMP acknowledges that the City has no right to store water in Lake Mendocino and does not rely on "Project Water' as the City's source of supply, except under its water supply contract with the District. The analysis explains how current demand is met without encroaching on the District's or the Sonoma County Water Agency's right to Project Water, and how future demand can be met from groundwater wells without using Project Water. b) Assertion: WBE did not evaluate the effects on water users on the Russian River. Response: WBE's fundamental assumption is that future demands were met by mimicking historic releases. Those demands included all uses, lawful and unlawful and in-stream flow requirements. c) Assertion: Increased diversions by Ukiah would impact water users downstream on the Russian River. Response: WBE's analysis shows that downstream demands, including in-stream uses, and lawful and unlawful diversions will be met in the future, if the City fully develops its 20 cfs water right. d) Assertion: Post-1949 water rights have no right to divert imported water. Response: Post 1949 water users can divert imported water to the extent that it is in excess to the demands of all pre-1949 users and excess to other prior right holders. The WBE analysis only relies on imported water to the extent of the City's right. e) Assertion: Return flows from outdoor water use are zero. Response: WBE estimated return flow to the groundwater aquifer from outdoor use, assuming that the use was largely irrigation of lawns, gardens, parks, open space etc. Such return flow to the groundwater system is not related to the City's waste discharge requirements ("WDRs") at the Wastewater Treatment Plant. The analysis did include return flows from the City's percolation ponds which obviously return water to the groundwater aquifer. WBE did not evaluate whether, to what extent or by what means those return flows re-enter the Russian River. Such a determination is not necessary for the water availability analysis. Under its WDRs, the City is required to conduct a study to determine whether and by what means the water which percolates out of its WWTP ponds reaches the Russian River. General Response to Comments: The City of Ukiah diverts from groundwater and underflow of the Russian River. The City's right to divert is based on a pre-1914 right, a contract with the District, its water rights permit and apre-1949 right confirmed in Water Board decision D- 1610. The City does not in any way direct the storage to, or release of water from, Lake Mendocino, nor does it regulate diversions on the Russian River downstream of the Lake. The City of Ukiah's diversions may have an indirect effect on Russian River stream flows, and thus Lake Mendocino operations, by virtue of possible induced seepage losses on the Russian River. The manner ofgroundwater-surface water interaction is complex. WBE modeled the largest reasonably probable impact of Ukiah diversions on Russian River flows. Note, however, that Ukiah is not responsible for, nor authorized to, administer Lake Mendocino or the Russian River. Contrary to the statements in the District letter, WBE accounted for and modeled all historical river losses and diversions on the Russian River downstream of the Forks to Healdsburg. In WBE Scenario A, downstream demands on the Russian River were set equal to historical releases from Lake Mendocino up to 275 cfs (dry season releases in excess of 275 cfs were considered unnecessary). In WBE Scenario B, downstream demands on the Russian River were set equal to historical releases from Lake Mendocino reduced by the amount that gauged streamflows were in excess of the D-1610 minimum flow. In the WBE modeling, all water uses on the Russian River were included as demands for release from Lake Mendocino and all demands were satisfied - no shortage occurred. Outdoor water use in Ukiah is not collected and routed to the City's wastewater system. Some portion of the outdoor water use returns to the river system as surface runoff and deep percolation beyond the root zone of lawns and landscaping. This was estimated as 15 percent of the outdoor water use based on water use estimates for pasture and a 70%-efficiency for sprinkler application. The resulting 20-30% return flow estimate was reduced to 15% to be conservative. Note that the storage right for Lake Mendocino is limited to water in the East Fork Russian River. As the District Exhibit A shows, substantial tributary inflow accrues to the Russian River downstream of Lake Mendocino, that is, drainage area above Lake Mendocino: 105 square miles, drainage area above Cloverdale: 502 square miles. The District's Exhibit C has some flaws. First, there is conversion error for all "cfs" values. Second, the exhibit ignores contribution from tributaries downstream of the Forks. Third, Exhibit C ignores groundwater storage and flow as source to water users and to Russian River streamflow. Fourth, Exhibit C provides no basis for the 3,000 acre-feet per month riparian use. It is more likely than not that riparian acreage, the uses which were included in the 8100 of of pre-1949 use recognized in Decision D 1030, has not significantly increased. Fifth, Exhibit C implies that post-1949 water rights could not divert imported water. Response to comments, dated October 16, 2007, from Pinky Kushner 1. Comment: Figure 2.2 is confusing, because it depicts two different spheres of influence. Response: The revised plan includes the proposed sphere of influence as described in the City's General Plan adopted in 1995. 2. Comment: What is the future of the Ranney Collector? Response: In 2001 the Ranney Division of Layne Christensen (now a division of Reynolds, Inc.) was hired to evaluate and rehabilitate the City's Ranney collector well. This work began in June 2001. Initially, Ranney cleaned the existing laterals to increase water production. Ranney estimated the yield of the well would be increased from 4 million gallons per day (MGD) to between 5.5 MGD and 8.0 MGD. Ranney completed the rehabilitation work on the existing laterals in March 2002. Cleaning the laterals did not result in any increase in yield. However, the water quality did improve. There was significantly less turbidity, which reduced plant operations and maintenance (O&M) costs. Ranney concluded that a significant portion of the loss in capacity of the Ranney well was due to changes in the Russian River water level, flow rate, width, distance from the Ranney and river bottom permeability. These changes resulted in decreased saturated aquifer thickness, decreased aquifer transmissivity and decreased recharge to the aquifer. Without restoration of the river, Ranney concluded that it would not be possible to restore the Ranney well to its previously higher capacity. However, Ranney did believe that by installing several new laterals, it would be possible to increase the yield by 0.43 to 0.86 MGD under summer conditions of low river flow rates. Ranney completed installation of four new laterals in June 2003, at a cost of over $700,000, which increased the yield from the Ranney well by 0.32 MGD. 10 Based on consultation with Ranney, the City has concluded that there are no further steps that can be taken to increase the yield of the Ranney Collector. For that reason, the City has opted to explore off river wells to increase its source capacity. To address the impact of turbidity on the City's ability to use the Ranney Collector in the winter, the City has received a quote of $300,000 per unit, not including related piping and installation costs, for pre-filtration units designed for use with the City's existing Microfloc filtration units at the City's water treatment plant.' This is an option that the City may wish to explore further, as it would provide redundant capacity during the winter months. However, in addition to the installation costs, on-going expenses for Operations and Maintenance would be higher than from the City's groundwater wells due to the greater level of treatment required for water derived from the Ranney. The City will explore the financial feasibility of this option in the next two years. 3. Comment: The revised plan refers to percolated groundwater rather than groundwater. What is the evidence that there is percolated groundwater? Response: The plan was revised to include definitions of groundwater and percolated groundwater and to use those terms consistently. See Plan, p. ES-1, Water System, second paragraph. The term "percolating groundwater" is used primarily in reference to Well No. 4, which has been consistently treated by the City and accepted by the State Water Board as percolating groundwater. But see, generally, the discussion of groundwater in §3.2.1, beginning on p. 3-2, and in §3.2.3, beginning on p. 3-4, and response to comments for LAFCO Executive Director, above. 4. Comment: Aren't the ponds at the waste water treatment plant evaporation ponds, not percolation ponds? Response: The ponds are labeled "percolation ponds" in the Waste Discharge Order approved by the North Coast Regional Water Quality Control Board for the City's Wastewater Treatment Plant. That order requires the City to plan and conduct a hydrologic study of the ponds over the next three years. Comment: The discussion of recycled water should acknowledge potential pollutants in recycled wastewater, including bioactive pharmaceuticals. Response: The plan concludes that substantial barriers exist to using recycled water on private property. It proposes developing a plan to determine the feasibility of using recycled water for certain public property applications. Potential pollutants, including pharmaceuticals in treated effluent, would be part of any such feasibility study. ~ Alan Jamison, Watcr Trcatmcnt Plant Manager, personal communication with U.S. Filtcr. 11 5. Comment: The plan should describe how the City will help preserve water for agriculture in the Ukiah Valley. Response: Comment noted. The Plan does conclude that all uses of water, including agricultural uses, which have been made historically, can continue to be met, even if the City uses its full entitlement under its water rights permit and taking into account reduced diversions from the Eel River. 6. Comment: The plan should include measures to preserve groundwater recharge, including permeable paving. Response: Comment noted. The plan notes that the groundwater basin sources of recharge exceed the potential increase in demand by the City over the next 20 years by 140 times, but all measures to preserve recharge are worth considering. 7. Comment: The population projections in Table 5.1 appear unrealistic. Response: As a result of reducing the planning area to the proposed sphere of influence as described in the1995 General Plan, the population estimates have been revised and reduced. The projections exclude current water users. The growth projections rely on land use designations for that area in the 1995 General Plan, since those areas will only be served by the City, if they are annexed at which point the City, not the County, land use designations will apply. The mixed use designation for the Lovers' Lane property is assumed to be mixed use agriculture. The Masonite Property is designated for industrial use. Response to comments from Paul Zellman, dated October 16, 2007 1. Comment: The UWMP focuses too much on paper water rights and not enough on deficiencies in the City water system's extraction capacity, particularly the decline in production from the Ranney Collector, and on the use of conservation to address those deficiencies. Response: The discussion in Section 3.10 of the UWMP concerns the amount of water actually available to meet the City's entitlement under its water rights permit and all other historic diversions from the Russian River below Lake Mendocino. As to efforts to improve the production of the Ranney Collector, see response to Comment No. 2 from Pinky Kushner, above, at pp. 9-10. 2. Comment: The City should place more reliance on water conservation to address production shortfalls. In that effort, the City should implement DMMs 11 and 5. l2 a. DMM 11 provides for retail conservation pricing Response: The City recently raised its water rates in connection with financing improvements to its water system, including new storage capacity. Water rates have recently been determined to be "property related fees" within the meaning of Proposition 218, which imposes both substantive and procedural requirements on establishing or changing City water rates. In relation to the Proposition 218 requirement that the charge to any property owner must be based on the proportional cost to serve that customer, conservation pricing raises certain legal issues that require evaluation. For these reasons, the City will evaluate conservation pricing in connection with any future revision to its water rates to the extent such pricing can be lawfully imposed. b. DMM 5 provides for Large Landscaping Conservation Programs and Incentives. Response: See response to Comment Nos. 4 and 5, below, at pp. 11-13. 3. Comment: Section 7.3 of the UWMP, addressing Current Water Conservation Programs, makes mathematical errors and commingled indoor and outdoor use in calculating the effectiveness of DMM 1. Response: The comment points out computational problems in this analysis in the UWMP. On Page 3, the calculation in Appendix F was based on $1.29 per 748 gallons, which is the November 2008 City rate. The value of $1,206 stated in the document is correct. The November 2008 number reflects better the cost of water for BMP 1. The $0.91 per 748 gallons is the November 2005 value. Apparently this did not get updated. This change has been added. On Page 4, 465 gpd/unit was recomputed based on 0.73 acre feet per year per connection. This equates to 237,873 gallons per year per connection. Dividing this by 365, gallons per day per connection is 652. Taking 60 percent of this for outdoor use, the outdoor use is equal to 391 gallons per day for a single family residence. For a multifamily residence, the outdoor use would be 156 gallons per day. Adjustments have been made in Appendix F to reflect this change. As far as the 0.868 afy usage, the UWMP has been revised using 0.73 afy, which is based on the average from 2000 to 2005. Based on the numbers for 2006, the usage was closer to 0.66 afy. The comment correctly points out that the outdoor usage was commingled with the indoor usage in calculating the Benefit/Cost ratio. The UWMP has been changed to correct this. 13 4. Comment: The statements regarding Planning Department review of landscape plans is vague. The Model Landscape Conservation Ordinance is more specific and should be adopted. Response: To elaborate on the shorthand statements in the UWMP regarding landscaping and water conservation, Section 9087(D)(1)(b) of the Ukiah City Code does state that "Landscape plantings shall be those which grow well in Ukiah's climate without extensive irrigation." That subsection goes on to provide a preference for native species. Item Q) in that same Section requires Landscaping Pans to include automatic irrigation systems. The City has been concerned about water conservation and landscaping for some time now. In August of 1996, the City adopted the Landscaping and Streetscape Design Guidelines. These Guidelines include a number of provisions that strongly encourage water conserving landscaping. If fact, at the bottom of page 1 in the Introduction, it states "The Guidelines emphasize water conservation as it relates to the design of landscaping treatments for new development projects. Guideline directives are included for the application of drip irrigation systems, drought-tolerant plant species, the use of organic mulches, and the reduction of lawn/turf areas in new project design." The Guidelines also include the following: Chapter 1 Item (A)(5): "Indigenous and/ordrought-tolerant water conserving plants and landscapes should be used. Chapter 1 Item (C)(4): "Irrigation systems must be designed for efficient conservation of water; examples include drip systems, bubblers, hose bibs, low flow and low flow angle systems." Chapter 1 Item (C)(8): "Automatic watering systems set to water at night are encouraged." Chapter 1 Item (E)(5): "Exotic plant materials should be avoided -especially if they require intensive care and/or excessive water." In practice, the City planning department provides copies of the above statutes/guidelines to potential applicants so they can design their Landscaping Plans accordingly. The Model Landscape Conversation Ordinance addresses new and existing landscaping. Adopting these requirements in the City will involve significant policy discussion. This summer, the City undertook a number of water conservation measures. City staff reported those efforts to the City Council at its April 18, 2007, meeting (as 14 Agenda Item 11.C and at its July 18, 2007, meeting as Agenda item 10.C. With respect to the California Urban Water Conservation Council's memorandum of understanding regarding Urban Water Conservation and implementation of the 14 best management practices, the staff recommended signing the MOU. The staff will place this item on a City Council agenda for consideration in fiscal year 2007-2008. 5. Comment: The commenter could not find a conservation budget of $12,000, as reported under DMMs 7-8 in the UWMP. Response: In fact, the 2007-2008 budget sets aside $2,000 for Public Education water conservation brochures. The UWMP will be revised to accurately reflect this number. As to the broader comment regarding water conservation, the City has worked extensively to reduce water used for its own landscaping at parks and the golf course. It has also worked with the Ukiah Unified School District and the Russian River Cemetery District to reduce water consumption for landscape irrigation. (See Agenda Summary Report for Item 10c at July 18, 2007, City Council meeting.) As previously stated, the City staff will present the California Urban Water Conservation Council's memorandum of understanding regarding Urban Water Conservation and implementation of the 14 best management practices during the current fiscal year. ATTACHMENT 2 RESOLUTION NO. 2007- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH ADOPTING UPDATED URBAN WATER MANAGEMENT PLAN WHEREAS, 1. The City last updated its Urban Water Management Plan ("UWMP") on October, 2002; and 2. Water Code Section 10621 the City is required to update its plan every five years in years ending in 0 and 5; and 3. The City has circulated the draft among diverse agencies, persons and organizations within and without the City of Ukiah; and 4. The City has considered and responded to all comments received on the draft plan; and 5. The City published in a newspaper of general circulation notice of the hearing and mailed notice of the hearing to Mendocino County all as required by law; and 6. The City Council conducted a hearing on the proposed UWMP update and considered the proposed plan and all comments received prior to and at the hearing; NOW, THEREFORE, BE IT RESOLVED that: 1. The City Council of the City of Ukiah hereby adopts the updated Urban Water Management Plan as proposed and revised prior to the adoption of this resolution, which final document is attached hereto as Exhibit A; and 2. The City Clerk is directed to submit to the Department of Water Resources, the California State Library, and Mendocino County a copy of the UWMP attached hereto as Exhibit A within 30 days of the adoption of this resolution. PASSED AND ADOPTED on the , 2007, by the following roll call vote: AYES: NOES: ABSENT: Mari Rodin, Mayor ATTEST: Linda C. Brown, City Clerk C C a~ n z a a i N N ~ N ~ m ~ E ~ E a ~ O ~ O T ~ O ~. 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U V U U U V U U ~ U REDERALEMERGENCY MANAGEMENTAGENCY X994 Seismic Retrofit Incentive Programs A Handbook for Local Gover~nents ~" i GWomia OIYu~ of EeegertejSuv7eu Seismic Retrofit Incentive Programs A Handbook for Local Governments PREFACE ~, U i The financing of hazazd mitigation continues to be one of the more difficult impediments to creating a seismically safe environment for Californians. Both State and local governments have undertaken mitigation utilizing a variety of funding mechanisms. This Handbook gew out of a reseazch project initiated by the California Seistnic Safety Commission. That project explored the feasibility of utilizing Special Assessment district and other bond funding mechanisms available to most municipalities to finance retrofit of privately owned seismically hazazdous structures. Making these financing tools available to private building owners will help local governments reduce or eliminate the hazard of poten- tial collapse posed by these buildings. Funding for the reseazch and development of this document was provided by the California Seismic Safety Commission, the Bay Area Regional Earthquake Preparedness Project of the Governor's Offtce of Emergency Services, and the Federal Emergency Management Agency, (FEMA} through the National Earthquake Hazazds Reduction Program. Jane Bullock, Chief, bead Agency Unit, Office of Earthquakes and Natural Hazazds, FEMA, was especially supportive of this effort. The reseazch was designed and conducted by professional staff of the Association of Bay Area Governments. Seismic RetroftIacentive Programs Fall 1992 L_~ ~J Seismic Retrot'it Incentive Programs Fil11992 4 lacking ductile connections, poorly designedtilt-up concrete buildings with inadequate roof-wall connections, and older (pre-1960) homes with inadequate strength in thew foundations or cripple walls. The URM Law stopped short of requiring the owners of URM buildings to upgrade their structures. Many communities, however, have taken the initiative and mandated retrofitting of privately-owned URMs and other hazazdous buildings. A few jurisdictions have mitigated the URM hazazd in thew community and more aze in the process of doing so. The vast majority of jurisdictions, however, having identified some or all of the hazazds, aze wondering what they might do to mitigate them. This Handbook has been designed with that group in mind. The Handbook was conceived as part of an effort to find sources of financing for retrofit of privately owned hazardous buildings. The first step in the reseazch process was to survey the 520 cities, towns and counties in California as to the status of their URM retrofit programs, and to gather information on any financial and non-financial incentive programs they may have established. Although more than 35% of those surveyed did respond, very few respondents had implemented any retrofit incentive programs. While the survey did not reveal the pot of gold, we were excited and encouraged by the creativity and resourcefulness of the few jurisdictions which have found ways to leverage or develop financing while promoting retrofitting in their communities. TheireffortsaredescribedinthisHandbook. As you read through the Handbook, we urge you to contact the individuals listed so that you may discuss with them their experience and yours. This Handbook introduces the subject of retrofit incentives with PERSPECTIVE, the thoughts of Charles Eadie, former Project Manager of the City of Santa Cruz Redevelopment Agency Downtown Recovery Plan. The heart of the Handbook lies in the CnsE STtmtES, which describe steps to promote retrofitting taken by jurisdictions throughout California that may serve as models for others. The case studies were selected from responses to our survey. We met with staff at these municipalities to develop the case studies, which include descriptions of these jurisdictions' programs, as well as discussions of their programs' development, the resources they require, and their effectiveness. For jurisdictions now trying to develop a system for prioritizing their hazazdous buildings, we have included the case study of the City of Sonoma, which adopted a mandatory retrofit ordinancethatincludesan objecdveandflexiblesystemofestablishingtime-linesforretrofitting buildings identified as hazardous. The case study of the City of Palo Alto offers a model for those jurisdictions seeking to develop voluntary ordinances, and includes several non-financial incentives. (Note that we did not included a case study describing the Los Angeles Division 88 ordinance. The ordinance is readily available to those who are interested in a copy. If only because of its size, the City of Los Angeles is unique, and the process by which it developed and r • C Seismic Retrofit Incentive Programs Fdl 1992 U • is implementing the ordinance is less likely to serve as a model for the majority of cities. For information about the city's program, refer to Strengthening Unreinforeed Masonry Buildings in Los Angeles by William Spangle Associates; see: coxracTS.) Financing retrofit projects is always a concern. The case studies of the cities of Torrance and Long Beach offer detailed descriptions ofthe Special Assessmentdistrict bondfmancings which these cities pioneered as a method of providing funds to owners of seismically hazardous properties. The case study of the City of Upland shows how a small city marshalled resources to provide design cost rebates to owners who retrofit their properties. This case srudy includes excerpts from the complete and very thorough application package designed by the city. The City of Fullerton case study demonstrates the use of redevelopment agency funds to effect seismic retrofit through tazgeted no-interest loans. Finally, the case study of the Ciry of West Hollywood illustrates amulti-faceted approach to fmancial incentives, including adaptation of the city's rent contml ordinance to meet the needs of owners and tenants. There are several jurisdictions in California which havemitigated the hazazdin all theiridentified URMs. While their success is clearly laudable, their stories have not been included in the Handbook because their programs were not applicable in the current environment. {Tlte City of Santa Ana, for example, used a form of bond financing which no longer provides any advantage given subsequent changes in Federal tax laws.) In addition to thecasesmdies,theHandbookcontainsPxocarmtHicxi,tcxTS. Ascomparedwith the extensive discussion in the case srudies, these aze brief write-ups of actions taken by local governments to promote seismic retrofitting in their communities. Flames and telephone numbers aze provided for readers who would like additional information. The next two chapters of the Handbook discuss the tools which jurisdictions can use in developing programs to promote retrofitting. Ustxc Zoxme As Ax IxcexTtve To RerxoFrr by Michael Dyett, AICP, discussesways in which zoning can beused to promote seismic upgrading. The chapter entitled Locnr. Govsxxnzer~r Ftxnxc~c O~rroxs outlines potential sources of funding. A description of the URM Law and of recent legislation comprises CALIFOxxtA .STATE S>:rsixrc LECtst.nTtox, which includes a discussion of the direction in which the State of California is headed as it continues to address the issue. LtnsatTV Inrnt.tcnTtoxs axn CoxsmExnTtoxs discusses the question of liability in the event of an earthquake. Finally, we have also included for easy reference a list of the CoxTncrs whose names. appeaz elsewhere in the Handbook. Seismic Retrotitlncenlive Programs Fa1F 1992 • In reseazching this Handbook we have teamed a few basic lessons which we would like to share with our readers: *Developing an approach to seismic retrofitting is essential, difficult and time-consuming. It requires the dedicated attention over a long period of time of at least one staff member, and the guidance and complete support of the elected body of the jurisdiction. Understanding the narure and scope of the problem is an important first step. *Successful programs require the active participation of the community. The jurisdiction must work closely with property owners, tenants, the business community, historic preservationists, and all other interested parties to ensure that the program developed is perceived to be fair, reasonable, and workable. Education, before, during and after program development, is critical to its success. *There is no such thing as a model program. Each jurisdiction is unique in its circumstances and its resources, and each must develop its own approach. We wish you good luck and hope this Handbook will be helpful as you search for solutions to the problem of retrofitting privately-owned seismically hazazdous structures. • • Seismic Retrofit Incentive Programs Fall t r~ EXECUTIVE SUMMARY ~~ i r r1 U EXECUTIVE SUMMARY California is one of the most seismically active States in the U.S. Over the coming decades, earthquakes of varying intensity can be expected throughout the State. Yet, the State is replete with buildings, numbering in the thousands, which aze not ready to withstand the expected shock. The potential for great loss of life, injury and property damage is immense. Most local jurisdictions aze aware of the need to address this issue. Since the 1986 adoption of the "i7RM (Unreinforced Masonry Building} Law" in Califomia, municipalities lazge and small have devoted their limited resources to identifying URM buildings in their jurisdiction that are susceptible to serious damage in the event of a major earthquake, and deveioping mitigation programs as required by the law. A number of earthquake experts are now recommending, and several jurisdictions have begun, identification and mitigation of other seismically hazazdous structures such as concrete frame structures lacking ductile connections, poorly designed tilt-up concrete buildings with inadequate roof-wall connections, and older (pre-1960) homes with inadequate strength in their foundations and cripple walls. However, many of the jurisdictions which are diligently identifying the hazards aze at a loss as to how they might encourage owners to undertake needed retrofitting projects. This Handbook is designed to help local jurisdictions develop their own seismic retrofit incentive programs. Using both extensive case studies and abbreviated descriptions, it offers the reader a chance to examine the steps which 17 cities have taken to address these issues. The Handbook also provides a comprehensive list of financing options. To give readers a context for their program development, the Handbook includes both a discussion of California's legislative activity in this azea and an analysis of liability considerations. The following is a chapter by chapter summary of the contents of the Handbook, with conclusions drawn as appropriate. The PPILSPECTSVE section of this Handbook introduces the subject of retrofit incentives with the thoughts of Charles Eadie, currently the City Planner of the City of Watsonville. Prior to joining VTatsonville's staff Mr. Eadie served as Project Manager of the Ciry of Santa Cntz Redevelopment Agency Downtown Recovery Plan. Mr. Eadie acknowledges that decisions about retrofit requirements and financing are extraordinarily difficult, both for owners and for public officials. Santa Cruz struggled with the issue in the mid 1980's, in the end leaving the decision to retrofit up to individual owners. Today, after the 1989 Loma Prieta earthquake, Eadie Seismic Retrofit Incentive Programs Fall 1992 • says "neazly every property owner wishes he or she had done more." Eadie lists the following principles, derived from his own experience and that of the City of Santa Cruz: 1. Never forget that you will have an earthquake 2. A retrofit will save lives, including possibly your own. 3. Any amount of retrofit is an advantage. The more you do the better. Even minor improvements can make the difference between repair and ruin. 4. A community unwilling to accept small architectural compromises of historical purity (through retrofit) risks major irreversible loss of historic character. 5. The dismption and cost of retrofit aze minor compared to the catastrophic costs of doing nothing. 6. Recovery happens sooner when there is retrofitting. 7. Don't wait. The heart of the Handbook lies in the case sTtmns, which are outlined in the table entitled Retrofit Incentive Programs: A Quick Look. The cities chosen to be the subjects of the case studies were selected from responses we received to a survey we sen[ to 520 cities, towns and counties in the State of California. Each case study was developed in consultation with the local jurisdiction, and includes a description of the jurisdiction's incentive programs as well as discussions of the programs' development, the resources they require, and their effective- ness. Neither the table on the following page nor the paragraphs below can do justice to the case studies. We urge you to read the case studies themselves and, most importantly, to get in touch with the contacts listed throughout the Handbook so that you can learn first-hand how thew experience can benefit your unique circtmtstance. ~~F ('ITY QE FIILLERTON The City of Fullerton offers two-tiered, no-interest loans to owners who retrofit their buildings. The first tier comprises a deferred loan due on sale or transfer of title of the structure. The second tier, which can cover up to 50% of the remaining cost of retrofit, is payable in principal only over aten-yeaz period, with repayment starting two yeazs after the project is completed. These loans are funded and offered by the city's redevelopment agency, and aze very much integrated into the city's overall redevelopment plan. Approximately 114 of the city's 125 URM'S aze in the process of or have completed their retrofitting. Fullerton's success is in lazge part the result of the close working relationship r • Seismic Retrofit Incentive Programs Fall 1992 • 9 between the various departments involved. Note that in addition to its IIRM program, Fullerton has adopted and achieved full compliance with atilt-up building retrofit ordinance. ~~Y9E]=41YS~~F~H • The City of Long Beach is renowned for issuing the first lazge Special Assessment bonds to finance retrofit of privately-owned hazardous structures. This bond issue made financing available, at an interest rate of i 1.3%, to URM owners who joined the Special Assessment district. Copies of correspondence between the city and the owners over the course of the district's development aze included as exhibits to the case study. Of the 506 URMs in the city at the time of the bond financing,. about one quarter were included in the assessment district. About forty owners who did not participate in the first issue have requested that the city form a second assessment district. The Ciry of Long Beach and its financing team learned many valuable lessons from their pioneering experience; perhaps the most important is the need to ensure that property owners thoroughly understand the program, the nature of their commitment under the program, and the roles the city does and does not play in the grogram. In retrospect, the city found education of the participants to be the most crucial, and the most difficult, part of implementing a Special Assessment financing program. T~ CiTY Q PAL() ALTO • The ordinance developed by the City of Palo Alto is often used as a model by those jurisdictions seeking to make retrofitting voluntary rather than mandatory. A copy of the ordinance is included as an exhibit to the case study. Palo Alto is also well known for offering an exemption from zoning requirements to owners considering retrofitting. While retrofitting is voluntary, the city does require owners of hazardous buildings to submit detailed engineering reports describing the potential for damage in the event of an earthquake. A lesser known feature of Palo Alto's ordinance requires that owners notify tenants when the report is complete, and that the report be made a matter of public record, attracting the attention of residents and affecting the property's rental and resale values. Palo Alto's approach has resulted thus far in the voluntary retrofit of 22 of the 92 buildings originally identified as hazazdous. Interestingly, while the zoning exemption is very highly touted as an incentive, in fact only four projects thus faz have requested it The development of Palo Alto's ordinance cook four years. The city learned the hazd way that the community must be very much involved in the development of an ordinance if it is to be understood and accepted. Seismic Retrofit Incentive Programs Fall 1992 ~3. :. ~ *Y~ 10 a a v O ap VO ZU_ U~ a ~a .Ei L'r Q F L-a CG V ' ~ ~ ~ ~ ~ ~ C C _ O L ~ ~+ O L g C ' 4 3 ~ 2 0 ; e C$ m ~ ~~ Y, =a _3 ,S e~`' ~ U; ° ~' ~ ° 9 0 c ~ 4 5 E f s SLE3 • m~~- En Em E fi _ ~ E~ 00 ~ m r m m N [+1 H H ° O ~ ~ y C ~ ~ ~ a~ ~~ E z a 9 ~e3~ E b gm $"p B 33 ~~ $ 50 _ ~ „ ~ 5 8 ~ i a .~ G L ~ Q O O ['~ u O'.] {O +~ o v ~ R q C ~ m E u ~e $ ~ H GTa U ~ n _y z Q ~ c m ~ ~ ~ pp d ~ '~ ~ E = a _ _ m _ A ~ r ~ ~ ~ g ~ • 'm a m $ ~ S ' C E E E" E e ~ om a H H m _ Z > .. 'i a $ T m w ~99 ~ >.~e B a }}.. d o e c o_ ~ g 333 pp Co 'Y ` 9 ~'• ~ ~~ ~~ d Boo .4~ '~ - 0. Gg~ - +OR ae $ EE ~ C Y. N p. ~ yp ' H H O .F7 8 2 ~ ~ ~ E ~ ~ 4 S .9 ' < O _ e.v ~ ~~~~5 ~ ~ ~ m ~p~, ~'~ ~ 8 Q M y i ~~P' ~ ~ C 5 E p 3 ~yYaa+o ~ ~ x ~ $ ~E ~E m u °c E r E$ e f'i~ a ~ r .Z' U W ~^ ~ ~ '~~ .s G _ ~~ . a44 ~ c e a E~ ~~ z m ~ ~ .~ e S ya • y ~- ~ ~ ~ O ~ C ~~ '' S EEB py~p a<p c ~ C ~ . QQ ` ~ $ E ~ Ol.i 3 ~ C ~~ ~ ~ p V1 a ~ d N P HH z m i' $ ~ s '_ '' ~ 5 .~ ~ _ ~~ ~'~ ~ ~ X~ a ~s ~_ e~ 66 _ J ~ 5 E ~ ~ ' u ~ ~ ~ ~ ~ `RR E E . Y c oL `o ~g `~' a IR $ c i v i o~- $H E C~ C 9 Y Y V C ~ ~ Y ~ J a s e e 9H C E ~ C f q N ~ ~ 6 • 3 6 ycc° C ~ .~. a v1 U O ~ a F C ~ G ~ G i R C ( • • • Seismic Retrofit Incentive Programs Fan 1992 • I1 T$~ ~Y QE SONnMA u The Ciry of Sonoma has drafted a mandatory retrofit ordinance which we offer as a model for those jurisdictions trying to develop a system for prioritizing hazardous structures. 1n most mandatory ordinances, the deadline by which owners must retrofit depends upon the priority assigned to their building. To determine a building's priority, Sonoma's ordinance establishes an objective, straightforwazd point system, explained fully in the case study, using factors such as type and hours of use, number of stories, proximity to public sidewalks and adjacent buildings, and stmctural adjustments (such as parapet bracing). Buildings may move up or down on the priority scale as they modify any of the factors which led to their original point assignments. Adjusting their priority level allows owners to adjust the timetable for retrofitting, resulting in a very flexible mandate. The City of Sonoma also provides financial incentives to owners, offering permit fee waivers and azchitectunl and engineering grants for seismic upgrading. The time allowed for com- plete upgrading ranges from 4 1/2 to twelve years, depending upon the building's priority. Nonetheless, within one yeaz of program implementation, fourteen buildings were in the process of being, or had been, completely upgraded. As in the case of Palo Alto, a lesson which might be learned from the City of Sonoma's experience is the value of being sensitive to the concerns of the community. The ordinance was designed for maximum flexibility, and was thoroughly discussed with and explained to citizens at community meetings. One of the outstanding features of the City of Sonoma's program is how cleazly it is articulated in the materials it offers to the community. Copies of that material are included as an exhibit to the case study. '[~,~QT(1RRAlYCE • The City of Torrance issued the first Special Assessment bond to finance the retrofit of privately owned hazardous structures. The case study of the City of Torrance is included to highlight the fact that a relatively small city (population 134,000) with few URMs (seven parcels in the assessment district) can accomplish the same thing as a lazger city such as Long Beach (population 430,000) with many URMs (307 Parcels in the district). Torrance in fact pioneered the technique. The Special Assessment program is one of two incentives provided to owners of hazardous structures. The second, a subsidy to pay for engineering analysis, was used by owners of more than half of the city's URMs. To date, Torrance has seen 43 of its 50 identified URMs retrofitted. Seismic Retrofit Fncentive Programs Fall 1992 12 T1113 crTV 9E PAN The City of Upland is unusual in two respects. Like otherjurisdictions, Upland offers owners rebates for seismic engineering and architectural costs as well as for city fees and for the cost of eligible facade improvements. Upland funded this program with Community Development Block Grant monies. Upland is also unusual in that it was able to convince local banks, at ]east in principle, to offer loans with favorable terms to owners seeking fi- nancing for seismic retrofitting. One of the interesting lessons ]earned by the city is that convincing just one owner to begin to retrofit reassures and inspires other owners, who then may begin the process themselves thereby encouraging others. The bank financing program was developed in response to owner concerns about the expense and availability of funding. Once they began the retrofit process the owners' fears did not materialize, and in fact to date no one has tested the bank financing program. Upland is very proud of the spirit of cooperation in which the program was designed and is administered. The city works closely with owners and takes great pains to communicate with its citizens. The materials designed by the city to describe its program are very thorough. Included as exhibits to the Upland case study are the brochures describing the incentive programs and excetpts from the rebate program application package. 1F ~CTY 4E 59'EST HOLLYWOOD The Ciry of West Hollywood offers an array of incentive programs to owners seeking to rerrofit. Fee waivers play a key role, as do exemptions from zoning requirements. West Hollywood also modified its rent control ordinance, allowing owners to pass through costs to tenants on a somewhat accelerated schedule. As of April 1992, 28 of West Hollywood's 69 hazardous URMs had been retrofitted. West Hollywood also recently established a Mello-Roos district to provide financing, similar to Special Assessment district financing, to owners of 6 hazardous structures. Although many have discussed this type of program in principle,West Hollywood may become the first city to issue Mello-Roos bonds for this purpose. In addition to ]earning how difficult it is to be a pioneer, West Hollywood has learned that dedicated staff people are key to the success of a city's programs. The menu of programs was developed for the city by a committed staff person who spent much of his time researching the issue and was personally involved with each of the affected owners. • • • Seismic Retrofit Incentive Programs Fil11992 • 13 In addition to the case studies, the Handbook contains short descriptions of steps taken by 8 local governments in the area of seismic retrofit, outlined in the table entitled Program Highlights: A Quick Look. The xtctn.tcx~s offer names and telephone numbers for those who would like more information. In addition to offering a menu of suggestions, this section illustrates that any jurisdiction which makes it a priority should be able to offer some kind of incentive to owners of buildings requiring retrofitting. I7CiN(: 70NiN(: g$ ~V iNCF,NTiVE T~ RETROFIT • • Zoning can be used fo promote seismic retrofit, according to Michael V. Dyett, AICP, founder of Blayney Dyett Greenberg, urban and regional planners. These techniques have been used to promote other public purposes, such as affordable housing and historic preservation. Dyett offers the following types of incentives for consideration: -Density/intensity bonuses -Transfer of development rights -Reduction in development standards -Relief from nonconforming provisions, and -Restrictions on new occupancy of a potentially hazazdous building These incentives aze discussed in this chapter. To illustrate their use, Dyett offers an example of an incentive program for seismic hazard upgrading using these zoaing incen- tives. Seismic Re/roFt Incentive Programs Fil11942 14 mings fees Citq of t,a Verne ` (I} Offers up to 50% grant to covet engineering and construction costs (; -~~' • I u Seismic Re[rof'it Incentive Programs Fall 1992 15 In recognition of the fact that no incentive for retrofit seems to work quite as well as money, we have attempted to discuss both the existence of funding and its accessibility. This section provides legal citafions, background information and contacts for the following funding programs: - California Housing Rehabilitation Program - Community Development Block Grants -HOME Program - Small Business Administration -General Obligation Bonds - Marks-Foran Residential Rehabilitation Act - Marks Historic Bond Act -Mello-Roos Cotttmunity Facilities District -Public Purpose Bonds - Special Assessment Districts - Tax Increment Financing or Tax Allocation Bonds • Not all of the sources of funds we have outlined have actually been used to finance seismic retrofitting of privately owned buildings. We surveyed the many different Federal and State funding sources and described those which have been used successfully for this purpose or which seem to be potential sources. Whenever possible, we have included contacts who should be able to answer questions or provide additional information. We hope that communities are able to access some of the as yet untapped funding sources to finance seismic retrofit projects. This section describes the recent history of Califomia legislation relating to seismic hazard reduction, and describes how such legislation might affect cities and counties across the State, with particular attention paid to legislation that directly affects a,~utisdiction's ability to provide financial assistance to owners of seismically hazardous structures. The discussion examines legislation pertaining tobond-related options such as Special Assessment Districts, Mello-Roos Districts and General Obligation Bonds. It also discusses redevelopment agencies as financing vehicles and describes ways in which the State has attempted to reach out direcfly to property owners. Seismic Retrofit Fncentrve Programs Fall 1992 16 This section also contains a short discussion of some issues that are often raised by local officials considering financial incentive programs. Addressed aze concerns about private owners being granted a "gifr of public funds," the question of whether assistance to Finance the retrofit of religious structures is a violation of the separation of church and State, and the question of liability, an issue discussed in more detail in the next chapter. This section, of necessity, provides only a quick overview of the most recent seismic retrofit-related legislation. The State of California Seismic Safety Commission is a good source of additional information. I,IA13ti,ITY IMPLiCATiONS ~Ig Liability in connection with the issue of retrofitting can be viewed as a double-edged sword. Potential liability can be a disincentive for retrofitting or an incentive for taking action, depending upon how it is viewed. Tort liability is discussed in this section by Jeanne Perkins of the Association of Bay Area Governments and Kenneth Moy of Moy & Lesser. There aze, as yet, no appellate court decisions on this issue and therefore no legal precedents. However, the authors conclude that it is highly likely, under the appropriate circumstances, that liability could be assigned to a private owner. Addressing the hazard under the guidance of experts will significantly lessen that likelihood. Public agency liability with respect to private buildings is not large and will not increase as a result of its activities in identifying and abating hazardous buildings. u • u Seismic RetroPt Incentive Programs Fdl 1992 i PERSPECTIVE 17 There is nothing easy about the decision to retrofit old buildings. Retrofit is costly, time- consuming and disrttptive to tenants and building owners. It changes the economic calculation in terms of rent needed to pay off the investment, creating hazdships. It can pose architectural, engineering and logistical challenges. It can affect the historic integrity of a building. What is doubly difficult is that the benefit is easy to discount. All the costs and hardships aze immediate, yet the spectre of an earthquake is an abstraction, something that seems remote,. faz off in the future. People acknowledge the certainty of future earthquakes but assume that it will not happen to them. These factors combine io make decisions about retrofit requirements and fmancing gut- wrenching and difficult. No one knows how, when or with what force an earthquake will strike any particular city. The odds favor the politician and building owner who assume that the earthquake won't strike during their term of office or their tenure as owner. Unfortunately for Santa Cruz, the 1989 Loma Prieta Earthquake forever tagged the town as another grim lesson about the final and irretrievable costs of discounting long term benefits for short term gain. Three deaths, the loss of 34 downtown buildings, the end of a beloved historic district and the beginning of an arduous struggle for economic and community recovery was the steep price Santa Cruz paid to join the historic landscape littered with lessons begging to be Ieamed. In the mid 1980s the Santa Cruz conununity struggled with the issue of retrofit. After much controversy the decision was left to individual properly owners because of the high short- tetm costs and lack of financial resources available. Today nearly every property owner wishes he or she had done more. Many are thanlduT for any tittle bit they did. A furniture store owner says he owes his life (and those of several others) to a-minor retrofit- ting he did as an afterthought in conjunction with a reroofing. He still has nightmazes thinking how close he came to not anchoring the roof. Another owner of a small historic commercial building points to a redwood beam and some bracing he had pui in his basement in the late 1970s on the advice of his contractor. Without those relatively minor additions, his building would have collapsed under the weight of the tons of brick from a neighbor's parapet. Instead he is repaired and back in business. A partially completed retrofit of the historic Cooperhouse was enough to prevent total col- lapse of that building but not to save it. Still, the owner considers every penny of the Seismic Retrofit Incentive Programs Fall 1992 is thousands he spent to be a worthwhile investment because of the lives that were saved. For many businesses, access to their building after the earthquake was critical to their recov- ery. Access was a function of damage. Damage was a function of retrofit. Fifteen minutes of access, or no access at all, was the fate of many whose buildings had no retrofit and were most unsafe. They never retrieved their files, their records, their merchandise. For others, all inventory was recovered, including irreplaceable personal and collector's items. In 1992, three years after Loma 1?rieta, many Santa Cruz building owners aze still sitting with vacant lots. They face crushing economic realities. Lacking any retrofit, their buildings had been damaged beyond repair. Seazching for elusive financial backing to rebuild, they some- times speak with remorse about the relative pittance it would have cost for the proverbial "ounce of prevention." Meanwhile, grand reopenings have taken place in several buildings which had retrofits (mostly partial) that were enough to render them repairable. For these property owners and businesses, recovery arrived much sooner. And their community, desperately seazching for a break, was grateful for their foresight and pre-quake commitment. If these brief snippets of personal experience could be translated into a set of principles, it would be these: • Never forget that you will have an earthquake. • A retrofit will save lives, including possibly your own. • Any amount of retrofit is an advantage. The more you do the better. Even minor improvemehts can make a difference between repair and ruin. • A community unwilling to accept small architectural compromises of historical purity (through retrofit) risks major irreversible loss of historic chazacter. • The dismpdon and costs of retrofit aze minor compazed to the catastrophic costs of doing nothing. • Recovery happens sooner when there is retrofitting. • Don't wait Charles Fadie is the City Planner of the City of Watsonville. Prior to joining Watsonville, Eadie served as Project Manager of the Downtown Recovery Plan of the City of Santa Cruz Redevelopment Agency. CJ u • Seismic Retrofit Incentive Programs Fall 1992 ITEM N0: Ioa DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: DISCUSS POSSIBLE UNREINFORCED MASONRY BUILDING UPGRADE INCENTIVES AND PROVIDE DIRECTION TO STAFF SUMMARY: Earlier this year, the City Council adopted amendments to its Unreinforced Masonry Resolution 92-24 to exclude fire sprinkler and ADA improvements from being triggers for the seismic upgrade requirements. During that process, Staff indicated to the Council that it would return with options and alternatives for a possible unreinforced masonry building upgrade incentive program to assist in the earthquake retrofitting of the City's older buildings. This Agenda Item is intended to provide information and initiate a discussion about developing an incentive program. Due to the wide range of options available, staff is requesting direction before committing large amounts of time researching these options. INCENTIVES: Communities with unreinforced masonry buildings that have suffered significant damage from earthquakes have developed incentive programs to help property owners retrofit their structures for earthquake safety. These incentives range from providing information about the technical aspects of retrofitting and lists of engineers and contractors who perform the work to providing financial assistance. (continued on page 2) RECOMMENDED ACTION: Discuss options and alternatives for developing an unreinforced masonry building incentive program and provide direction to Staff. ALTERNATIVE COUNCIL POLICY OPTION: Do not discuss developing an unreinforced masonry building incentive program and provide direction to Staff. Citizen Advised: Builders Exchange, Main Street Program, Chamber of Commerce Requested by: David Willoughby, Building Inspector Prepared by: David Willoughby, Building Inspector and Charley Stump, Director of Planning and Community Development Coordinated with: Candace Horsley, City Manager Attachments: Cover pages of 2 documents; 1) Status of the URM Building Law and 2) Seismic Retrofit Incentive Programs - A Handbook for Local Governments. APPROVED: Candace Horsley, City Ma ger According to the Earthquake Engineering Research Institute, funding and financial incentives are available for building retrofit and rehabilitation at the State and Federal levels. These include Community Development Block Grants, various tax credits, and historic preservation grants. At the local level, communities can provide financial incentives and remove disincentives through a variety of methods. These include: • Reducing or waiving building permit fees • Exceptions from zoning and parking requirements • Low interest loans • Grants • Special assessment district to generate funds • Adaptive Reuse Ordinances (zoning incentive involving building use in the downtown) • Business improvement districts (legally defined area which pays a special tax, the money from which is only used for services in that area) The Cities of San Francisco, San Diego, and San Jose provide financial incentives such as low interest loans. San Diego has also developed a BusinesslmprovementDistrictCounci/that provides the following information and program assistance: • List of qualified contractors and structural engineers experienced with URM structures • Information regarding the City's financial incentives, include a new URM loan program • Information about project grouping opportunities which may lower the cost of retrofits for individual property owners Staff is currently researching what nearby jurisdictions are doing in regard to URM buildings. We will have that information available for the November 7, 2007 City Council discussion. Also, a copy of the following documents will be available: The 2003 Report to the Legislature on the Status of the URM Building Law Seismic Retrofit Incentive Programs - A Handbook for Local Governments Attuuf-~ment # r ;', ,-~ ~~ ~.! .r ~~t i.s' -~ Status of the Unreinforced '; Masonry ~ Building Law ~ ~;. ~ ~' ~r 2003 Report to the Legislature ~~. "mom ~: OPY~~ Seismic Safety Commission SSC 2003-03 Attuc.-~meni # Z FEDERAL EMERGEh1CY MAf~AGEMENT AGENCY FEMA-254fAugust 4994 Seis~ni~ l~.etro~i~ Inc~n~ive Programs A Handbook for Local Governments C~ .~ ~, 0 ITEM NO. lob DATE: November 7. 2007 AGENDA SUMMARY REPORT SUBJECT: STATUS REPORT REGARDING DOWNTOWNIPERKINS STREET FORM BASED CODE PROJECT SUMMARY: This agenda item is intended to provide the City Council and interested public with a status report concerning the Downtown/Perkins Street Form Based Code project. As the Council knows, we received the Administrative Draft Form Based Code from Fisher and Hall and have been working hard on customizing it in terms of format and project review procedures/process. We've also been working on "language issues" and traffic and airport related issues in anticipation of the California Environmental Quality Act (CEQA) work that will need to be completed. The standards in the code were developed by Fisher and Hall to reflect the vision for development that evolved out of the charrette process. Staff has not changed these standards. We are designing the public workshop/education/training program and will have a timeline for the product unveiling very soon and anticipate it occurring in December. Fisher and Hall will be assisting us through the review and adoption process. RECOMMENDED ACTION: Receive Status Report ALTERNATIVE COUNCIL ACTION: N/A Citizen Advised: N/A Requested by: Charley Stump, Director of Planning and Community Development Prepared by: Charley Stump, Director of Planning and Community Development and Pam Townsend, Senior Planner Coordinated with: Candace Horsley, City Manager Attachments: None i ~ APPROVED: Candace Horsley, City Ma ager ITEM NO. lOc DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: AUTHORIZATION OF EXPENDITURE FOR ENVIRONMENTAL COMPLIANCEAND STATE GEOTRACKER SERVICES AT THE UKIAH SOLID WASTE DISPOSAL SITE SUMMARY: At staffs request, EBA Engineering (EBA) submitted a proposal (Attachment 1) for annual environmental compliance services at the Ukiah Solid Waste Disposal Site. This work involves preparation of required quarterly and annual reports which will be submitted to the Regional Water Quality Control Board (RWQCB). EBA will prepare the necessary reports for storm water, surface water, leachate, groundwater, and landfill gas monitoring. EBA will also submit required data for updates to the State Geotracker database. Alpha Analytical Laboratories will collect and analyze storm water, surface water, leachate, and groundwater samples. Alpha will then forward the sample results to EBA in an electronic format to be incorporated into the reports. EBA has performed this same work for the last few years. Both the City and the RWOCB continue to be satisfied with the quality of EBA's reports. As an option, EBA has proposed to enter into atwo-year contract and will agree to lock in the same rates identified for a single year contract. EBA's work under this proposal is a continuation of the annual monitoring of groundwater wells previously installed by EBA. Once the landfill is officially capped /closed, staff will seek proposals from firms for amulti-year contract for environmental compliance services. Staff recommends authorization of this expenditure for environmental compliance services with EBA Engineering. RECOMMENDED ACTION: Determine the term of contract and authorize the appropriate expenditure for environmental compliance services at the Ukiah Solid Waste Disposal Site. ALTERNATIVE COUNCIL POLICY OPTIONS: Direct staff to seek proposals from other firms and report back to Council. FUNDING: Amount Budgeted Account Number Additional Funds Requested $27,000 660.3401.250.005 Citizen Advised: N / A Requested by: Tim Eriksen, Director of Public Works /City Engineer Prepared by: Rick Seanor, Deputy Director of Public WorksRJ~- Coordinated with: Candace Horsley, City Manager ~~''°° Attachments: 1. Proposal and Cost Estimate from EBA Engineering Candace Horsley, City RJS:NGeGeFmfS¢sLF-EF3 Attachment # 1 ENG/NEE~9/NG C/V/L & ENV/RONMENTAL ENG/NEERS September 25, 2007 Mr. Rick Seanor, P.E. Deputy Director of Public Works City of Ukiah 300 Seminary Avenue Ukiah, CA 95482-5400 RE: Proposal for Environmental Compliance and State Geotracker Seiwices City of Ukiah Landfill Mendocino County, California Deaz Rick: Per your request, EBA Engineering (EBA) is pleased to present this Proposal to amend the original "Agreement for Professional Services" dated October 9, 2002 to incorporate an additional one (1) to two (2) years of environmental compliance and State Geotracker services for the City of Ukiah Landfill. As part of this amendment, EBA proposes to implement the same Task 2 and Task GT2 services that are currently performed under our existing agreement. An itemized breakdown of costs for the specific services is provided below. The corresponding cost table is attached at the end of this Proposal. • Task 2A - Stormwater Monitoring.• $ 1,969 • Task 2B -Surface Water/Leachate/Groundwater Monitoring: $ 17,109 • Task 2C -Landfall Gas Monitoring.• $ 5,708 • Task GT2 -State Geotracker Updates: 1 372 • Total Cost Estimate: $ 26,158 Please note that the aforementioned total cost represents an approximate seven percent increase from the existing contractual amount. This represents the first cost increase for the respective tasks since EBA started providing environmental compliance services for the City of Ukiah Landfill in 2002. This revised cost is reflective of EBA's 2007 labor rates for the vazious staff responsible for implementing the required scope of services. If the City elects to enter into a two-year contractual agreement, EBA will hold firm the aforementioned cost for the duration of the contract period, regardless of any labor rate changes that might occur in the interim. L: Iprojec11958L4mendments IamendS.DOC 825 Sonoma Avenue, Suite C Santa Rosa, California 95404 (707) 544-0784 fAX (707) 544-0866 Also in Southern California As part of the amended agreement, EBA will generate the same number and quality of deliverables as outlined in the original agreement. Furthermore, the corresponding services will be subject to the same conditions and limitations stipulated in the original agreement. EBA appreciates the opportunity to present this Proposal for the City's consideration. If you should have any questions regarding the information contained herein, please do not hesitate to contact our office at (707) 544-0784. Sincerely, EBA ENGINEERING Mike Delmanowski, C.E.G., C.Hg. Senior Hydrogeologist Enclosures: Table 1 (Cost Proposal) L: iprojec(i958L9mendmentslamendS.DOC w v .. a a v e a o W ~ Q z Wo d ~ ZU ~ aaH w 0 ~ <z Qla ~~'~ '~ p U w F ~ z~ v ~U~ w o '~ a z z z w a d r ,i s ~~ s~ 8~ 3 ~ 4 3 d $9 ~- p ~ ~H~ o ~; ~ ~ ~ x z e ~ ~ ~ $ a ~ b ~ ~ ~ b o ~~ "Ye ~ 0 4 S V 4 W~v~ 1 n ° a $ ~a L $ 8 8 r _3 3 < $ '/~ G ¢ " ~ m o ~ ~~~ ~o ~a t ITEM NO: 11a DATE: November 7. 2007 AGENDA SUMMARY REPORT SUBJECT: ADOPTION OF RESOLUTION APPROVING THE SMITH/DELUCCHI MAJOR SUBDIVISION NO. 06-40 LOCATED AT 1165 SOUTH DORA STREET SUMMARY: On September 19, 2007, the City Council conducted a public hearing and unanimously introduced an ordinance rezoning Assessor Parcel No. 003-130-52,54,56, and 57 from C-N (Neighborhood Commercial) to C-N/PD (Neighborhood Commercial-Planned Development). The Ordinance was scheduled for formal adoption on November 7, 2007. Associated with the Planned Development Project is a proposed subdivision of the subject property into seven parcels -each with an existing medical office building. The purpose of this agenda item is for the Council to adopt a Resolution approving the Tentative Subdivision Map. BACKGROUND: The proposed Tentative Subdivision Map will permit the division of the site into 7 individual lots with areas measuring between 7,304 square feet to 22,349 square feet, as shown on Resolution Exhibit A. Each of these lots will house one of the existing medical office buildings, with abutting landscaping and sidewalks. Some of the lots will also contain portions of the existing access driveways and parking lots, with access easements required to ensure that all parcel owners have a legal right to share their use. PLANNING COMMISSION REVIEW: On August 22, 2007, the Planning Commission conducted a public hearing and considered the Tentative Subdivision Map application. No one from the public came forward to comment on the proposal, and the Commission voted unanimously to recommend City Council approval of the map. (continued on page 2) RECOMMENDED ACTION: 1) Adopt the Resolution approving the Smith/Delucchi Tentative Subdivision Map No. 06-40 for 1165 South Dora Street. Citizen Advised: Noticed according to the requirements of the Ukiah City Code Requested by: Preston Smith, Owner Prepared by: Charley Stump, Director of Planning and Community Development Coordinated with: Candace Horsley, City Manager and Tim Eriksen, City Engineer Attachments: 1. Resolution Approving Subdivision APPROVED: Candace Horsley, City Mana er MINOR MODIFICATIONS: Subsequent to the Planning Commission's review, the applicants made minor modifications to the Tentative Subdivision Map to bring it into compliance with the 2007 California Building Code. This is why the project did not immediately return to the City Council for final action on the Planned Development Rezone and Tentative Subdivision Map. The minor modifications included shifting four properly lines a few feet to provide deeper yard setbacks from four ofthe existing buildings. All buildings now have a minimum 10-foot setback from property lines and 20-feet from other buildings. These minor modifications have resulted in the following minor changes to the lot coverage and parcel widths: Proposed Number Proposed Lot Area s . ft. Proposed Lot Width Building Building Foot riots . Ft. Lot Coverage 1 16 459 93.7 feet A 5 530 34% 2 11 006 107 feet B 3 700 34% 3 22 349 169.6 C 4 408 20% 4 18 081 120.4 feet D 3 490 19% 5 7 304 56 feet to 70 feet E 3 024 45°rb 6 12 712 57.8 feet F 2 448 19% 7 12 118 53.5 feet G 2 664 22% Notes: 1) The Lot Width requirement is 70 feet -proposed lots 5, 6, and 7 do not comply 2) The maximum Lot Coverage is 40% -proposed lot 5 does not comply 3) All buildings have a minimum 10-foot setback from property lines and 20-feet from other buildings to comply with the 2007 California Building Code CITY ENGINEER REVIEW: The City Engineer has reviewed the proposed Tentative Subdivision Map and has determined that it is consistent with the requirements of the City's Subdivision Ordinance. BUILDING INSPECTOR REVIEW: The City Building Inspector met with the project applicant/engineerond reviewed the requirements of the 2007 California Building Code. As indicated above, minor modifications were made to ensure the proper distances between the existing buildings and proposed property lines. CEQA REVIEW: On September 19, 2007, the City Council approved the Negative Declaration for the Planned Development Rezone and Subdivision Map. RECOMMENDATION: Adopt the Resolution approving the Smith/Delucchi Tentative Subdivision Map No. 06-40 for 1165 South Dora. 2 ATTACHMENT NO. 1 RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF UKIAH APPROVING TENTATIVE SUBDIVISION MAP NO. 06-40 FOR THE SMITH/DELUCCHI MIXED-USE PLANNED DEVELOPMENT WHEREAS, the Ukiah Planning Commission on, August 22, 2007, conducted a public hearing and recommended approval of Tentative Subdivision Map No. 06-40, as submitted by Preston Smith, and WHEREAS, a Negative Declaration was found adequate and complete by the Planning Commission and approved for the project by the City Council on September 19, 2007; WHEREAS, the proposed lots are consistent with the Precise Development Plan for Zone Change No. 06-39, as approved by the City Council on November 7, 2007, and WHEREAS, the City Engineer/Director of Public Works reports that the resulting subdivision is otherwise consistent with applicable requirements of the Ukiah Subdivision Ordinance. NOW, THEREFORE, BE IT RESOLVED THAT Tentative Map No. 06-40 (Attached Exhibit A) for the Smith/Delucchi Planned Development project, is approved conditioned upon all applicable State Statutes, local ordinances, conditions of approval for the Precise Development Plan for Zone Change No. 06-39, and the following specific conditions: 1. A Final Subdivision Map shall be prepared and submitted to the City Engineer for review and approval, and recorded in a manner consistent with Ukiah Municipal Code requirements. 2. Applicant shall be required to obtain any permit or approval, which is required by law, regulation, or ordinance, be it required by Local, State, or Federal agency. 3. Any construction shall comply with the "Standard Specifications" for such type of construction now existing or which may hereafter be promulgated by the Engineering Department of the City of Ukiah; except where higher standards are imposed by law, rule, or regulation. 4. In addition to any particular condition imposed, any construction shall comply with all building, fire, electric, plumbing, occupancy, and structural laws, regulations and ordinances in effect at the time the Building Permit is approved and issued. 5. A note shall be placed on the Final Subdivision Map requiring future property owners to pay the City of Ukiah in-lieu parkland dedication fee if any of the subject parcels convert to residential uses in the future. 6. All use, construction, or occupancy shall conform to the application approved by the City Council, and to any supporting documents submitted therewith, including maps, sketches, renderings, building elevations, landscape plans, and alike. 3 All driveways, parking areas, and sidewalks shall be within reciprocal access easements to allow for shared use between the parcels. All required easements and agreements, including those for access, parking, drainage, sidewalks, and utilities, shall be submitted to the City Engineer for review and approval prior to the recordation of the Final Subdivision Map. 8. The applicant shall reconstruct the sidewalks at the two driveway approaches and crosswalk to make them handicap accessible. 9. A minimum 5 foot wide sidewalk shall be constructed around the back of the existing Oak tree along the Dora Street frontage, to restore handicap accessibility and provide sufficient area for future growth of the tree. 10. Any existing curb, gutter and sidewalk in disrepair that is adjacent to the subject property shall be repaired. All work shall be done in conformance with the City of Ukiah Standard Drawings 101 and 102 or as directed by the City Engineer. Sidewalk easements shall be dedicated where necessary as approved by the City Engineer. 11. All work within the public right-of-way shall be performed by a licensed and properly insured contractor. The contractor shall obtain an encroachment permit for work within this area or otherwise affecting this area. Encroachment permit fee shall be $45 plus 3% of estimated construction costs. 12. All construction shall be completed prior to recording of the final map unless a bonding agreement or other appropriate means for ensuring the construction is approved by the City Engineer. PASSED AND ADOPTED on .2007 by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: Mari Rodin, Mayor ATTEST: Linda Brown, City Clerk 4 ~j '~'i i ~ ~ ~ i l i ~ ~ I ~ ~ ~ EXHIBIT A ~~ hjh ~' i ~~ ~ I ~ ~ ~~ i ~ ~ ~~ ~ ~ ~ °~~ Resolution Approving the ~ `~ '~ ~° s i '~ _ s~ i ~ ~ g, i~~€ 3'I I ~ a i Smith/Delucchi ~ @~sg ei ~ ~~ ~'~`~° 3~~ a Tentative Subdivision Ma 06-40 P ~I~~~'~'11~I~~~1"!i~ ~~~~~I~~~~~i~~~~l~~ 3~ ~'~ ~,- a, ~'h b¢ ~' ~ ~ ~~ FF[ q~e --... ~~~' R x j - ~~~ ~ ~. n x I a ~ /' 0 _~ ~~ ~. 1 i it--_ _I u, r- ~i ~ r~y ,I R ~. ~ '~ r ~ i Y i L:r i I i. I I ~ _ I ' ~IL- C 't ~ ,'1' s d i - ~ ( i -. =a i _„ ~ _ . o. _ __ ~' _. _ ~' ~~r ~ i /. ~i, ! ~ __ ap o ~ i yi Y, r ~ ^, A ~ ~ ~~ ; -, ~, _ I 4. ~ _ ~ L ~~ / .///~1~ _-.... ~ _ _ ~ _ e m ~IIIf 4 ~ / ~ If F~~ P `~.-1 i p z SY 9~0 i u ~ 6 / yy iA Cl ~~5'fOtl _ ~ i iiiI i c ~~il __-.Ll~~. 8 I ~ fie c~ s '. v I ~~ '~P x K~,ti L ~ + / ~ ~ ~ ~ i ~Ip ~~ r - ~a t L _ ~ ~~ x r ~ t a~. ~ _ ~ ~ f ~' i % °y I 1nL ` ~~- I <- ¢ t5s ~ ~ 9 ~ e e ~ ~rJ ~~<.. ~ - ie i O ~ e ~i~, ~ 1 2 r l d € LY i.. ~/i I i ~ a k ~ eF is - so oed ~ ~ ~ - ~ 1 _ _ ~ '_ ~ ~ - - ~~ I -t,l ~ _ - ~i - -___ i' w `~ ~.. -. _ I x- n ` c r ~:~ - i - _ _ i sr i_ °l~ ~'i III( _ lit "yfine x ~ ~ a. ~• l '' S'i I~c~` 1 F ` O O O ~ d ~ K a ~~ ~~ ~~ ~L G 8~ ~I 38 ITEM NO: _ t th MEETING DATE: November 7, 2007 AGENDA SUMMARY REPORT SUBJECT: IMPLEMENTATION OF PROPOSITION 1 B: LOCAL STREET AND ROAD FUNDS SUMMARY: The City's of California will receive $550 million of the $1 billion included in Proposition 1 B to fund local transportation projects. The City of Ukiah is guaranteed a total of $400,000 of this money. This amount could increase depending on the state allocation method. The eligible uses for the funds are quite broad. Some of the types of eligible uses are pavement rehabilitation, construction or rehabilitation of facilities such as drainage and traffic control devices, safety projects, local match to obtain state or federal funds for similar purposes. Activities associated with eligible projects such as design, environmental review, and right-of-way acquisition also meet funding requirements. Also maintenance is eligible (utilizing force accounts). These funds are "use it or lose it." The funds that we get for 2007/2008 must be expended by 2011. There are some steps that need to be followed prior to the allocation by the State Controller. First the City's project list for the 1 B funds must be submitted to the Department of Finance. All the projects on the list must be included in the City budget or addendum to the budget that has been adopted at a regular public meeting. Staff intends to include this list during the mid year budget adjustment. In an effort to assist the Council, the Department of Public Works met and discussed the funding and generated some options for projects that meet the funding requirements. These projects are not specific recommendations and are included only to assist the Continued on page 2 RECOMMENDED ACTION: Discuss the generation of a Proposition 1 B list and direct staff to finalize the list and return to the City Council for adoption of the list. ALTERNATIVE COUNCIL OPTIONS: Direct staff to produce or get specific information regarding any specific projects or regarding procedures and processes for the 1 B program. Citizens Advised: N/A Requested by: Tim Eriksen, City Engineer and Director of Public Works Prepared by: Tim Eriksen, City Engineer and Director of Public Works Coordinated with: Candace Horsley, City Manager Attachments: 1. Pavement Management Program Approved: Candace Horsley, Ci r Manager Page 2 November 7, 2007 IMPLEMENTATION OF PROPOSITION 1B: LOCAL STREET AND ROAD FUNDS Council in the discussion. Staff's first suggestion is to generate a needs scenario from our pavement management software. This program will generate a list that will identify projects on the basis of a cost to benefit ratio. The needs scenario report will identify projects that will result in most efficient maintenance for our pavement infrastructure. A streets conditions report is attached for Council information. The report is sorted by the streets that have the lowest pavement condition index (PCI). The PCI is a number from one to one hundred, the higher the number the better the condition of the street. Staff has also identified projects that are non-pavement projects and that also meet the funding requirements. These projects include a storm drain on Perkins Street (Leslie Street to Orchard Avenue), storm drain on Clay Street (Hortense Street to Pine Street), design work for neighborhood sidewalk projects and ADA upgrades throughout the City. 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W'd' W W rrrrr W ~W m'mrrr rr 33 wwwwwrr>. W YY m m fn W W r r r r r W W W W W W W d' >~ ~.~ ~~ W W W W W W W W W r ~~ r~ W W p ~a a,.x x x ~'~ w~p Q a. K W W ~K K m ~n cn N <n ~~ w W w w m r r C7 C7 C7 Y N.N w>> r.,r F~ vri v~i vri w w w w w.~ ~ ~ w w w a'~a zz z F.o ~'',~ Y~'Y ~ ~.x x..z z'.z z z z z z ~ ~ m vri ai vri ~,~ Z Z Z (n~J K Y a' mo! 2.~ ~~ K~ a a a as 7..~ ~ w W W 0--~>Oa00aa aw w'~~ao.arrr rr xx JZZz N a aU U U w x~ O,..a as a y)m y).cn v)~tn m cn m m U U U as a rn ITEM NO. 11 c DATE: November 07, 2007 AGENDA SUMMARY REPORT SUBJECT: ADOPTION OF RESOLUTION APPROVING MEMORANDUM OF UNDERSTANDING FOR EMPLOYEE BARGAINING UNIT -MANAGEMENT UNIT The City Manager and representatives of the Management Unit have met to discuss negotiation items for the Unit's new contract. The proposed Memorandum of Understanding has been submitted for Council's review under separate cover for closed session, if necessary, and has previously been discussed in closed session with the City Manager. Staff recommends approval of the Management Unit Memorandum of Understanding (MOU) and adoption of the Resolution approving the MOU for the period of October 1, 2007 through September 30, 2010. RECOMMENDED ACTION: Adopt resolution approving Memorandum of Understanding for the Management Unit. ALTERNATIVE COUNCIL POLICY OPTIONS: 1. Do not adopt resolution; 2. Refer to Staff for amendments. Citizen Advised: N/A Requested by: Management Unit Prepared by: Melody Harris, Human Resources Director Coordinated with: Candace Horsley, City Manager Attachments: 1 -Resolution for Adoption APPROVED: ~~~ Candace Horsley, City anager 3:MOU~.4SRMOU 1 Attachment 1 RESOLUTION NO. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH ADOPTING MEMORANDUM OF UNDERSTANDING BETWEEN THE CITY OF UKIAH AND THE MANAGEMENT UNIT WHEREAS, the Employee/Employer Relations Officer has met and conferred in good faith with representatives of the Management Unit; and WHEREAS, a Memorandum of Understanding for the term of October 1, 2007 - September 30, 2010 has been agreed to; and WHEREAS, said Memorandum of Understanding has been presented to the City Council for its consideration. NOW, THEREFORE, BE IT RESOLVED that this Memorandum of Understanding is hereby adopted and the Employee/Employer Relations Officer is authorized to enter into this Agreement. PASSED AND ADOPTED this 7th day of November 2007, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Mari Rodin, Mayor ATTEST: Linda Brown, City Clerk 3:mou\resmouMgmt