HomeMy WebLinkAbout2007-08-15 PacketCITY OF UKIAH
CITY COUNCIL AGENDA
Regular Meeting
CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue
Ukiah, CA 95482
August 15, 2007
6:00 p.m.
5:15 PM Special Redevelopment Meeting Public Hearing
Possible Interviews for Fire Ad Hoc Committee Member
6:00 PM
1. ROLL CALL
2. PLEDGE OF ALLEGIANCE
3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
a. Swearing in Ceremony -Police Chief
4. PETITIONS AND COMMUNICATIONS
5. APPROVAL OF MINUTES
a. Regular Meeting of August 1, 2007
6. 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 findings in accordance with Administrative Staff and/or Planning Commission
recommendations.
a. Report of Disbursements for the Month of July 2007
b. Rejection of Claim for Damages Received from Celia Ramirez and Referral to Joint Powers
Authority, Redwood Empire Municipal Insurance Fund (REMIF)
c. Report to City Council Regarding the Annual Purchase of Fertilizer, Grass Seed,
Insecticide, and Fungicide from Sierra Pacific Turf Supply for the Ukiah Municipal
Golf Course in the Amount of $5,855.41.
d. Award of Bid for Purchase of 2000 Gallons of Poly Aluminum Chlorhydrate, 50% Solution
(Liquid Polymer) to Jenchem, Inc. at the Unit Price of $5.3616 Per Gallon for an
Approximate Total Amount of $11,554.25, Plus Tax
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. Introduction of Ordinance Rezoning Assessor Parcel Number 002-135-04 and Establishing
a Residential Planned Development
10. UNFINISHED BUSINESS
a. City Council Appointment of Two Airport Commissioners, for a Term of Three Years, One
Within the Sphere of Influence, and One Within the City Limits; and, Appointment of One
Demolition Committee Member to Fill an Unexpired Term
b. Interviews of, and Appointment of City Resident Landowner to the Ad Hoc Committee
Studying Integration of Fire Protection Services
c. Authorize the City Manager to Negotiate a Revised Scope of Work and to Execute a
Consultant Service Agreement with Winzler And Kelly for the Preparation of a Sewer
System Management Plan with Compensation Provisions that Include Time and Expense
Provisions that do not Exceed a Maximum Compensation of $284,000
d. Notice of Circulation of Draft Urban Water Management Plan Update for Comment
e. Discussion and Possible Approval of Resolution Providing Support for Policies that Promote
the Development and Commercialization of Plug-In-Electric or Hybrid Electric Vehicles as
Participant in the Plug-In-Partners National Campaign and to Place a "Soft" Fleet
Order to Demonstrate the Potential Demand for Such a Vehicle.
f. Discussion Regarding 'Preferred Alternative' Land Use Scenario for Revised Draft Ukiah
Valley Area Plan
g. Continued Discussion of Sewer Lateral Inspection and Repair Program
11. NEW BUSINESS
a. Discussion of Amendment to City Council Resolution 92-24 Regarding Seismic Upgrades
when 'Substantial Improvement' is Made Generally and as Relates to Participation in
Facade Improvement Grant Program
b. Award of Contract for Traffic Signal Equipment Upgrade Project, Spec No. 07-12
12. COUNCIL REPORTS
13. CITY MANAGER/CITY CLERK REPORTS
14. CLOSED SESSION
a. Conference with Real Prooertv 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;
b. Labor Negotiations: Police, City Manager, and Management Unit (§ 54957.6)
Negotiator: Candace Horsley, City Manager
15. ADJOURNMENT
Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific
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 10th day of August, 2007.
Linda C. Brown, Deputy City Clerk
CITY OF UKIAH
CITY COUNCIL MINUTES Sa
Regular Meeting
CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue
Ukiah, CA 95482
August 1, 2007
6:00 p.m.
ROLL CALL
The Ukiah City Council met at a Regular Meeting on August 1, 2007, the notice for which being
legally noticed on, July 27, 2007. Vice Mayor Crane called the meeting to order at 6:00:27 PM.
Roll was taken with the following Councilmembers present: Crane, McCowen, and Baldwin.
Absent: Thomas, and Mayor Rodin. Staff present: City Manager Horsley, City Attorney
Rapport, Community Services Director Sangiacomo, Planning and Building Director Stump,
Building Inspector Willoughby, and Deputy City Clerk Brown.
PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was recited.
PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS
None.
4. PETITIONS AND COMMUNICATIONS
None.
5. APPROVAL OF MINUTES
a. Special Meetinn Minutes of Mav 7. 2007
M/S McCowen/Baldwin to approve as submitted. Motion carried by an all AYES voice vote.
6. RIGHT TO APPEAL DECISION
None.
7. CONSENT CALENDAR
M/S Baldwin/McCowen to approve the Consent Calendar items 7a. through 7e;
a. Approval of Publishing Services by Ukiah Daily Journal for Fiscal Year 2007/2008, in the
Amount of 6.25 Per Column Inch for the First Insertion and 4.26 Per Column Inch for
Additional Insertions of the Same Advertisement, Plus aNon-Optional $3.00 Per Online Ad
Charge
b. Adoption of Ordinance Amending Marijuana Cultivation Ordinance
c. Award Purchase of Biosolids Hauling Services for aTwo Year Period to Total Waste
Systems at the Unit Price of $57.00 Per Ton For an Approximate Total Amount of
$102,600.00.
d. Item pulled.
e. Adoption of Ordinance Amending the Airport Industrial Park Planned Development
Public Comment was Opened and Closed with no comment. 6:02:14 PM
Motion carried by the following roll call vote: AYES: McCowen, Baldwin, and Vice Mayor Crane;
NOES: None; ABSENT: Thomas, and Mayor Rodin; ABSTAIN: None.
8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
None.
9. PUBLIC HEARINGS (6:15 PM)
None.
10. UNFINISHED BUSINESS
a. Review and Approval of Citv Council Comment Letter Responding to the Ukiah
Vallev Area Plan tUVAP) Environmental Impact Report Notice of Preparation
Director Stump presented the item. Recommended Action: Review and approve letter to
Mendocino County responding to the Notice of Preparation for the Ukiah Valley Area Plan
Environmental Impact Report.
Director Stump noted the August 6 comment deadline for any action the City Council may want to
take. 6:06:03 PM
Public Comment Opened 6:06:16 PM
None.
Public Comment Closed 6:06:23 PM
Councilmember McCowen suggested the addition of one sentence to the draft letter towards the
bottom of page 2, the bold heading: "Economic Studies Fail to Support Increased Zoning to
Accommodate Retail/Commercial." 6:06:37 PM He proposed adding a sentence that would make
the point that the existing studies do not support the need for increased retail/commercial zoning,
and then drop the current sentence under the bold heading down to form the next paragraph. He
noted that Mayor Rodin had reviewed and approved of the draft letter.
M/S McCowen/Baldwin approval of the letter with the change under "Economic Studies" heading
on page 2, that would make the point that the existing studies do not support the need for
increased retail/commercial zoning. Motion carried by the following roll call vote: AYES:
McCowen, Baldwin, and Vice Mayor Crane; NOES: None; ABSENT: Thomas, and Mayor Rodin;
ABSTAIN: None.
11. NEW BUSINESS
a. Budget Discussion for Fiscal Year 2007/08 for the Planning & Building Department
This budget is being discussed as Director Stump will be on vacation during the Budget hearings
scheduled for August 13-14. It is intended for adoption in the regular Budget Adoption process.
Public Comment Opened: 6:22:26 PM
There was none.
Public Comment Closed: 6:22:49 PM
The City Council reviewed the proposed budget for the Planning and Building Department.
12. COUNCIL REPORTS
No reports.
13. CITY MANAGER/CITY CLERK REPORTS
City Manager Horsley reported that we are rescheduling the RDA Workshop originally planned for
next Tuesday, due to conflicts with the Board of Supervisors' discussion the same afternoon on
the tax sharing agreement.
Recessed to Closed Session 6:41:34 PM
14. CLOSED SESSION
a. Labor Negotiations; Police Department and Management Units (§ 54957.6)
Negotiator: Candace Horsley, City Manager
ITEM NO.: 7a
DATE: August 15, 2007
AG EN DA SUMMARY REPORT
SUBJECT: REPORT OF DISBURSEMENTS FOR THE MONTH OF JULY 2007
Payments made during the month of July 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: 78043-78087, 78197-78321, 78443-78668
Accounts Payable Manual check numbers: 75481
Payroll check numbers: 78088-78194, 78323-78442
Payroll Manual check numbers: 78195, 78322
Void check numbers: 78196
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 July 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
APPROVED:
Horsley, City Ma
KRS WORD/AGENDAJUL07
CITY OF UKIAH
REPORT OF DISBU RSEMENTS
REGISTER OF PAYROLL AND DEMAND PAYMENTS
AttUCi tm
FOR TH
~nt #
E MONTH O F JULY 2007
Demand Payments approved:
Check No. 78043-78087,78197-78321,78443-78570,7857 1-78668,75481
FUNDS:
100 General Fund $281,229.27 600 Airport $10,998.13
105 Measure S General Fund $2,276.03
__- 610
_ Sewer Service Fund
131 Equipment Reserve Fund 611 Sewer Construction Fund -
$
114,526.73
140 Park Development $12,782.62 . _ 612 City/District Sewer _ _
_
$87,139.90
141
Musaum Grants
615
City/District Sewer Replace _
__.
_
143 N. E. H.1. Museum Grant __ _
620 Special Sewer Funtl (Cap Imp) _
150 Civic Center Fund __ _ _ 640 San Disl Revolvin Fund
200 Asset Seizure Funtl
__ $3,810.12
_ 641
Sanitation District Special
$6,663.85
201 Asset Seizure (Drug/Alcohol) 650 Spec San Dist Fund (Camp Imp)
203 H8S Education 11489 (B)(2)(A1) _ _ __ _ __ 652 REDIP Sewer Enterprise Fund _
204
Federal Asset Seizure Grants _-
_-
660
Sanitary Disposal Site Fund
- $5,088.38
205
Sup Lew Enforce. Srv. Funtl (SLESF)
_ $4,
166.66
661
Landfill Corrective Fund __
206
Community Oriented Policing _ _
664
Disposal Closure Reserve _ _
207 Local Law Enforce. Blk Grant - 670 U.S.W. Bill & Collect -$24,320.02
220 Parking Dist. #1 Oper & Maint _ $606.10 . 678 Public Safety Dispatch $13,02
7.20
230
Parking Dist. #1 Revenue Fund
$20.00
_
679
MESA (Mendocino Emergency Srv Auth) .
_
250
Special Revenue Funtl
$12,469.19
695
Golf _ _
$74,907.20
260 Downtown Business Improvement $4,199.11 696 Warehouse/Stores $1,639.88
270 Signalizaton Fund _._ $6,901.54
- . 697 Billing Enterprise Fund $17,68
4.69
290 Bridge Fund 698 Fixed Asset Fund .
300 2106 Gas Tax Fund 699 Special Projects Reserve - $20,123.66
301 2107 Gas Tax Fund ____ __ _ _ 800 Electric _
$1,138,756.05
303 2105 Gas Tax Funtl
__-____. 805 Street Li htin Fund
9 9
__-
12,240.29
$
310 Special Aviation Fund 806 Public Benefts Charges _
_ $5,941.44
315 Airport Capital Improvement $650.00 820 Water $74,104.41
330 1998 STIP Augmentation Fund $136,343.03 _
840 Special Water Fund (Cap Imp) _
$2,122.90
332 Federal Emerg. Shelter Grant _ _ _ 900 Special Deposit Trust $3
0,7
57.82
333 Comm. Development Block Grant
___.._ 910
_ Workefs Comp. Fund _
_
$164,183.87
334 EDBG 94-333 Revolving Loan 920 Liability Fund $357,759.00
335 Community Dev. Comm. Fund _ _ _ _ _ 940 Payroll Posting Fund $431,470.14
340
SB325 Reimbursement Fund
950
General Service (Accts Recv) _
$4,099.24
341 S.T.P. 960 Community Redev. Agency __
$32,424.18
342 Trans-Traffic Congest Relief _ __ _
-
- 962 Redevelopment Housing Fund $85,300.00
345 Off-System Roads Fund _
_
- 965 Redevelopment Cap Imprv. Fund
410 Conference Center Fund $4,435.51
-- -- _ 966 Redevetopmen[ Debt Svc.
550
Lake Mendocino Bond
$1,706.25
__
975
Russian River Watershed Assoc _.
575 Garage _
$3,114.07 976 Mixing Zone Policy JPA
PAYROLL CHECK NUMBERS 78088-78195, 78322
DIRECT DEPOSIT NUMBERS 32956-33130
PAYROLL PERIOD 6/17/07-6/30/07 ___
PAYROLL CHECK NUMBEFlS: 78322-78442
DIRECT DEPOSIT NUMBERS 33131-33339
PAYROLL PERIOD 7/1/07-7/14/07
TOTAL DEMAND PAYMENTS-A/P CHECKS $3,189,988.48
TOTAL DEMAND PAYMENTS-WIRE TRANSFERS' $1,582,088.00
TOTAL PAYROLL VENDOR CHECKS $50,109.88
TOTAL PAYROLL CHECKS $175,637.91
TOTAL DIRECT DEPOSIT $477,333.36
TOTAL PAYROLL TAXES (EFTS) 8172,21369
VOID CHECK NUMBERS: 78196
VENDOR: KIEWIT PACIFIC COMPANY
TOTAL PAYMENTS
CERTIFICATION OF CITY CLERK
This register of Payroll and Demand Payments was duly approved by the City Council on
$5,647,371.32
City Clerk
APPROVAL OF CITY MANAGER CERTIFICATION OF DIRECTOR OF FINANCE
I have examined this Register and approve same. I have audited this Register and approve for accuracy
and available funds.
City Manager
Director of Finance
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ITEM NO. 7b
MEETING DATE: August 15. 2007
AGENDA SUMMARY REPORT
SUBJECT: REJECTION OF CLAIM FOR DAMAGES RECEIVED FROM CELIA RAMIREZ
AND REFERRAL TO JOINT POWERS AUTHORITY, REDWOOD EMPIRE
MUNICIPAL INSURANCE FUND
A claim from Celia Ramirez was received by the City of Ukiah on July 13, 2007 alleging
damages to her vehicle related to a shooting incident involving the Ukiah Police Department
which occurred on April 2, 2007.
Pursuant to City policy, it is recommended the City Council reject these claims as stated and
refer them to the Redwood Empire Municipal Insurance Fund (REMIF).
RECOMMENDED ACTION: Reject claim for damages received from Celia Ramirez and
refer it to the Joint Powers Authority, Redwood Empire Municipal Insurance Fund.
ALTERNATIVE COUNCIL POLICY OPTIONS: Alternative action not advised by the City's Risk
Manager.
Citizen Advised: Yes
Requested by: Claimant
Prepared by: Sue Goodrick, Risk Manager/Budget Officer
Coordinated with: Candace Horsley, City Manager
Attachments: 1. Claim of Celia Ramirez, pages 1-3.
APPROVED`. ~~1~~~
Candace Horsley, City
CC
A'~uc;stment #
~~z~~~1
~,til e ~- ~~ /~
File With: ~«-Z ~~rfi~="'-~'~-
City Clerk =j-~l-,-a % CLAIM FOR MONEY OR.
City of Ukiah DAMAGES AGAINST THE
30o Seminary Avenue CITY OF UKIAH
Ukiah, CA 95482
RESERVE FOR FILING STAMP
CLAIM N
A claim must be presented, as prescribed by the Government Code of the State of
acting on his/her behalf and shall show the following:
If additional space is needed to provide your information, please attach sheets,
being answered.
1. Name and Post Office address of the Claimant:
2
3.
ora person
JUL 1.x'2007
Name of Claimant: ~ ~ f ~ ~ K~~ti, Y ~° Z E ~i$~ ~~ ~-I~j~`I t _'c
Post Office Address: f
Post Office address to which the person presenting the claim desires notices to be sent:
Name of Addressee: / S{Q Cr S OU ~ ~ pr cc, Telephone:
Post Office Address: 6~ t t f~ ; Q,j,, ~} , -7~y 7 , y!y 7, -a 5 9 7
The date, place and other circumstances of the occurrence or transaction which gave rise to the claim asserted
Date of Occurrence: Time of Occurrence:
Location: ~ $°Q l,( ~j Q U ~ OV ~ 1J /~~ /~ / (o ~, 9 ~~~ Z
Circumstances giving rise to this claim:
ei 4 / F'r
4.
5.
/~T rKa~/T of= /7lay ~ov7H U~~A ~T- COf~/AH C'/~
fJCCU~~D f}Pk'!L Z, ~po7 a,t-,<<71`lp Qi<'fi-2
,~; UO__oC jo c/< In 7`/i F% PvP~~ / rt 9
General description of the indebtedness, obligation, injury, damage or loss incurred so far as it may be known at
the time of the presentation of the claim. _
rJ~i ~
The name or
v, r.r ~-~. ...~.~.n7 .w,v w~ arC -1-ixi~vy iT /~ 7y 2Yr17.c1
employee or employees causing the injury, damage, or loss, if known. tJ2a,,,~s _
Page 1 of 3
Revised 12/2006
6. If amount claimed totals less than $10,000: The amount claimed if it totals less than ten thousand dollars
($10,000) as of the date of presentation of the claim, including the estimated amount of any prospective injury,
damage, or loss, insofar as it may be known at the time of the presentation of the claim, together with the basis of
computation of the amount claimed.
Amount Claimed and basis for computation: ,.~ dj
If amount claimed exceeds E10,000: If the amount claimed exceeds ten thousand dollars ($10,000), no dollar
amount shall be included in the claim. However, it shall indicate whether the claim would be a limited civil case.
A limited civil case is one where the recovery sought, exclusive of attorney fees, interest and court costs does not
exceed $25,000. An unlimited civil case is one in which the recovery sought is more than $25,000. (See CCP §
86. )
Limited Civil Case ~ Unlimited Civil Case
You are required to provide the information requested above, plus your signature on page 3 of this form,
in order to comply with Government Code §910. In addition, in order to conduct a timely investigation and
possible resolution of your claim, the city requests that you answer the following questions.
a.
9. If the claim involves medical treatment for a claimed injury, please provide the name, address and telephone
number of any doctors or hospitals providing treatment:
If applicable, please attach any medical bills or reports or similar documents supporting your claim.
10. If the claim relates to an automobile accident:
Claimant(s) Auto Ins. Co.: Telephone:
Address:
Insurance Policy No.:
Insurance Broker/Agent: Telephone:
Address:
Claimant's Veh. Lic. No.: Vehicle Make/Year:
Claimant's Drivers Lic. No.: Expiration:
If applicable, please attach any repair bills, estimates or similar documents supporting your claim.
Page 2 of 3
Revised 12/2006
Claimant(s) Date(s) of Birth:
.)..fv ~07~ 19~f7
Name, address and telephone number of any witnesses to the occurrence or transaction which gave rise to the
claim asserted:
READ C
For all accident claims, place on following diagram name of
streets, including North, East, South, and West; indicate place of
accident by "X" and by showing house numbers or distances to
street corners. If /Agency Vehicle was involved, designate by
letter "A" location of /Agency Vehicle when you first saw it, and by
"B" location of yourself or your vehicle when you frst saw
CURB
AREFULLY
/Agency Vehicle; location of /Agency vehicle a[ time of accident
by "A-1"and location of yourself or your vehicle at the time of the
accident by "B-1" and the point of impact by "X."
NOTE: If diagrams below do not ft the situation, attach hereto a
proper diagram signed by claimant.
SIDEWALK
'.~ S~ u~ ~a ` 4- '-~`
(hAl..> 7 -2v.~
5l r7~v- F~hi;~d
cuRa~
kovi
~ ~~
i ~~v
5a~-rh ae2,
U eL'ta~ CaS
Warning: Presentation of a false claim with the intent to defraud is a felony (Penal Code §72). Pursuant to CCP
§1038, the /Agency may seek to recover all costs of defense in the event an action is filed which is later
determined not to have been brought in good faith and with reasonable cause.
Signature:
Date: ' -~ ~ ---~
Page 3 of 3
Revised 12/2006
ITEM NO. 7c
DATE: August 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: REPORT TO CITY COUNCIL REGARDING THE ANNUAL PURCHASE
OF FERTILIZER, GRASS SEED, INSECTICIDE, AND FUNGICIDE
FROM SIERRA PACIFIC TURF SUPPLY FOR THE UKIAH MUNICIPAL
GOLF COURSE IN THE AMOUNT OF $5,855.41.
SUMMARY: Pursuant to the requirements of Section 1522 of the Municipal Code, Staff is
filing with the City Council this report regarding the annual purchase of fertilizer for the
Ukiah Municipal Golf Course. Requests For Quotation (RFQ) sheets were sent out to all
qualified bidders who stock these specialty products for routine golf course maintenance.
Bids were returned by Target Specialty Products, Sierra Pacific Turf Supply, and Horizon.
Target Specialty Products was the overall low bidder in the amount of $5,855.41. Although
yet-to-be approved, funds for this expenditure are identified within the 2007-08 fiscal
budget in account number 695.6120.690.000. Refer to the following table for a complete
summary of bids.
Bid Summary Table
Tar et S ecial Products $5,855.41*
Sierra Pacific Turf Su I $5,932.45*
Horizon $7,375.49*
'Tax and Shipping Included
RECOMMENDED ACTION: Receive report regarding the purchase of fertilizer, grass
seed, insecticide, and fungicide from Sierra Pacific Turf Supply for the Ukiah
Municipal Golf Course in the amount of $5,855.41.
ALTERNATIVE COUNCIL POLICY OPTIONS: N/A
FUNDING:
Amount Budgeted Account Number Additional Funds Requested
$5,855.41 695.6120.690.000 N/A
Citizen Advised: N/A
Requested by: N/A
Prepared by: Katie Merz, Community Services Supervisor and
Sage Sangiacomo, Community/General Services Director
Coordinated with: Candace Horsley, City Manager and Mary Horger, Purchasing
Supervisor
Attachments: N/A
APPROVED:~~~
Candace Horsley, City M Hager
ITEM NO. 7a
DATE: August 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: AWARD OF BID FOR PURCHASE OF 2000 GALLONS OF POLY ALUMINUM
CHLORHYDRATE, 50% SOLUTION (LIQUID POLYMER) TO JENCHEM, INC. AT THE UNIT
PRICE OF $5.3616 PER GALLON FOR AN APPROXIMATE TOTAL AMOUNT OF
$11,554.25, PLUS TAX
Submitted for the City Council's consideration and action is staffs recommendation that the
purchase of approximately 2,000 gallons of poly aluminum chlorhydrate (liquid polymer) be
awarded to Jenchem, Inc. at the unit price of $5.3616 per gallon for an approximate total
amount of $11,554.25. Poly aluminum chlorhydrate is used at the Water Treatment Plant in
the filtration units as a coagulant to facilitate the removal of particulates from raw water.
(Continued on page 2)
RECOMMENDED ACTION: Award bid to Jenchem, Inc. at $5.364 per gallon of aluminum
chlorhydroxide for a total value of $10,728.58, plus tax.
ALTERNATIVE COUNCIL POLICY OPTION: Do not authorize award and provide direction to
Staff for alternative action.
,. FUNDING:
Amount Budgeted
$40,000.00
Account Number Additional Funds Requested
820.3908.520.000 N/A
Citizen Advised: N/A
Requested by: Ann Burck, Project Engineer
Prepared by: Alan Jamison, Water Treatment Plant Supervisor
Coordinated with: Candace Horsley, City Manager
Attachments: N/A
APPROVED:
Candace Horsley, City M Hager
Bids for poly aluminum chlorhydrate were requested from eight firms. Two qualified vendors
responded, Polydyne and Jenchem. One bid was received from Jenchem, Inc. with a unit
price of $5.3616 per gallon of poly aluminum chlorhydrate for an approximate total amount of
$11,554.25 plus tax. Polydyne returned a "no bid" response. Refer to the bid summary table
below for a complete listing of bid amounts.
Bid Summary Table
Jenchem, Inc. $11,554.25
Polydyne, Inc. No Bid
Although yet-to-be approved, funds for water treatment chemicals are identified within the
2007-08 fiscal year budget in the Water Enterprise Fund under account number
820.3908.520.000.
i
ITEM NO: 9a
DATE: August 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: INTRODUCTION OF ORDINANCE REZONING ASSESSOR PARCEL NUMBER
002-135- 04 AND ESTABLISHING A RESIDENTIAL PLANNED DEVELOPMENT
SUMMARY: The rezone described above (Zone Change No. 07-14) will change the zoning
classification of the .60-acre project site from R-2 (Medium Density Residential) to R-2 PD (Medium
Density Residential-Planned Development Combining) with the intent of establishing a precise
residential development plan for the site. This housing plan, which is referred to as the Myron
Street Planned Development, consists of asingle-family lot with standard lot area and dimensions
and three lots with non-standard lot sizes, lot widths, and setbacks that will allow the development
of two-story single-family homes.
The second component of the project consists of Minor Subdivision Map No. 07-15, which will allow
the division of the land into the four lots described above. This project will be heard in a separate
hearing by the City Engineer if the rezone and precise development plan are approved by the City
Council.
(continued on pa a 2)
RECOMMENDED ACTION:
1. Conduct a public hearing regarding the proposed zone change and precise development plan;
and
2. Introduce the Ordinance rezoning Assessor Parcel No. 002-135-04 from R-2 (Medium Density
Residential) to R-2 PD (Medium Density Residential-Planned Development) and establishing
the Myron Street Precise Planned Development.
Citizen Advised: Legal notice published in the Ukiah Daily Journal
Requested by: Estok Menton, Owner
Prepared by: Dave Lohse, Associate Planner II
Coordinated with: Candace Horsley, City Manager
Attachments:
1. Ordinance
2. Minutes of Planning Commission Hearing for July 25, 2007
3. Planning Commission Staff Report for ZC 07-14 (dated July 25, 2007)
APPROVED:
Candace Horsley, City Man ger
SUMMARY (Continued)
Project Description:
Lot Areas and Dimensions: The precise development plan proposed in this project includes the
retention of the existing single-family residence on the 10,556 square foot lot shown as proposed
Parcel 1. This parcel is entirely consistent with the lot area and width requirements for lots in the R-2
zone and no deviations from these standards are proposed.
The planned development project also includes the construction of three two-story single-family
residences on the three new lots proposed for the eastern half of the site. Proposed Parcel2 would be
the largest of these lots, with 7,906 square feet of lot area and a lot width that varies from the 21-foot
width proposed for the access driveway to 54 feet wide for the area on which the proposed residence
would be constructed. Staff estimates approximately half of this area would be used as the building
site, with the remaining areas retained in open space for storm drainage retention and recreation.
Proposed Parcel 3 would be substandard in size and width, with a lot area of 3,813 square feet and a
width of 36 feet. It would have standard front and rear yard setbacks of 20 feet and standard side yard
setbacks of 6 feet.
Proposed Parcel 4 would also be substandard in size and width, with a lot area of 4,026 square feet
and a width of 38 feet. It would have standard front and rear yard setbacks of 20 feet and standard
side yard setbacks of 6 feet.
Planning Commission Review and Recommendations: On July 25, 2007, the Ukiah Planning
Commission conducted a public hearing to consider the Myron Street Planned Development project.
The Commission conducted a detailed review and discussion of each plan component, citing interest
and concern with such issues as on-site drainage and the use of vegetation for screening between
structures and for shade on paved driveways. The applicant for the project discussed these concerns
and agreed to examine the construction of a drainage swale between Parcel 1 and the other three
lots in the proposed subdivision and to plant a line of trees between parcels, but no specific changes
to the development plan were recommended by the Commission. This discussion is included in the
Minutes of the Planning Commission for July 25, 2007, which are included as Attachment 2 of this
summary.
After these discussions, the Planning Commission voted 5-0 to recommend the approval of Zone
Change No. 07-14 and Minor Subdivision Map 07-15, which will effectively establish the Myron
Street Planned Development and the lots required for its implementation. This recommendation
included the Findings and Conditions of Approval recommended by Planning staff. These are listed
in the Staff Report to the Planning Commission, which is included as Attachment 3 of the Agenda
Summary.
CONCLUSIONS: After an extensive review of this project, it is the conclusion of staff that the
proposed project is consistent with applicable goals and policies of the Ukiah General Plan, Ukiah
Municipal Code standards for commercial and medium-density residential site development, and the
standards of the Ukiah Subdivision Ordinance. Staff further concludes that the construction of the
single-family planned development proposed for this site will present an attractive and interesting
alternative to its development with asingle-use development, such as an apartment complex. In
fact, the proposed single-family cluster appears to be more in keeping with the low to medium
density character of the site and the surrounding Wagenseller neighborhood.
2
ATTACHMENT 1
Page 1-1
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 .60-acre property at 617
Myron Street (APN 002-135-04) from R-2 (Medium Density Residential) to R-2 PD (Medium Density
Residential-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 4 lots with flexible lot sizes, lot widths, and yard areas, and the subsequent
development of the site with a precise development plan with single-family homes, 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 MS 07-15.
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
AYES:
NOES:
ABSENT:
ABSTAIN:
Passed and adopted on
AYES:
NOES:
ABSENT:
ABSTAIN:
by the following roll call vote:
2007, by the following vote:
Mari Rodin, Mayor
ATTACIiMENT 1
Page i-2
ATTEST:
Linda Brown Deputy City Clerk
EXHIBIT 1
Proposed Zone Map Changes for
MYRON STREET PLANNED DEVELOPMENT
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EXHIBIT 3
Page 3-1
MYRON STREET PLANNED DEVELOPMENT
Zone Change and Precise Development Plan
RECOMMENDED FINDINGS
1. The rezone of the subject property from R-2 to R-2 PD and the development of single-family
houses in the proposed development area are consistent with the purpose and intent of the MDR
land use classification and the R-2 Zoning District to provide a variety of higher density residential
developments, and with the intent of the PD Combining Zone, which provides greaterflexibility and
design opportunities for such projects;
2. There is sufficient variety, creativity, and articulation in the architecture of the proposed houses to
avoid monotony or any box-like external appearance and the buildings and surrounding grounds
will generally be consistent with, or more attractive than, the design and scale of similar
developments in the surrounding neighborhood;
3. The location, size, and intensity of the proposed single-family houses will not create hazardous or
inconvenient impacts to existing vehicular traffic patterns since its development will not cause
substantial traffic volume increases or alter existing traffic pattems in a substantial manner;
4. The inclusion of accessible off-street parking areas on each proposed lotwill provide sufficient on-
site parking to limit the potential for hazardous or inconvenient conditions to adjacent surrounding
uses, particularly since all parking stalls will be accessible via a common driveway that will be
jointly owned and maintained with access to the Myron Street corridor;
5. The location, size, and intensity of the projectwill not create hazardous or inconvenient impacts to
pedestrian traffic since its development plan includes awell-defined, ADA-compliant public
sidewalk abutting along the eastern side of the subject property, with adequate room for
pedestrians on the proposed access roadway between the proposed residences and the Myron
Street corridor;
6. Sufficient landscaped areas and open spaces have been reserved for purposes of separating or
screening the proposed houses from each other and from adjoining properties;
7. The proposed single-family houses will not cut out light or air on the property since the buildings
would be constructed along the perimeter areas of the property and would beset back far enough
from abutting properties to limit adverse shading patterns on those lots;
8. The proposed single-family houses 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 propertywith the proposed single-family houses will not have a substantial
detrimental impact on the character or value of an adjacent residential zoning district since the
proposed planned development project is a substantial improvement to existing conditions and will
utilize attractive building and site designs that are compatible with surrounding development;
EXHIBIT 3
Page 3-2
10. The proposed single-family houses will generally be compatible with surrounding land uses and will
not be detrimental to the public's health, safety, and general welfare since the project entails a
lower development density than permitted in the existing zoning, is self-contained and semi-
secluded from the surrounding neighborhood, and will be developed in a mannerthat is consistent
with the surrounding medium to high density and commercial lands that surround it.
11. The development of the proposed single-family houses is exempt from the provisions of the
California Environmental Quality Act, in accordance with Categorical Exemption Section 15332,
Class 32, since it is an infill project located within an area of the city that is served by existing
utilities and facilities and is consistent with applicable General Plan and zoning requirements.
RECOMMENDED 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 Parcel Map has been approved by the Ukiah City
Council and signed by the City Engineer.
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 Building Permits for the proposed dwelling units permitted by the Precise Development Plan
for the Planned Development shall be issued within two years after the effective date of the
Final Subdivision Map (SUB No. 07-15) approval bythe City Council, orthey shall be subject to
the City's permit revocation process and procedures. In the event the Building Permits cannot
be issued within the stipulated period from the project approval date, a one year extension may
be granted by the Director of Planning if no new circumstances affect the project which
otherwise would render the original approval inappropriate or illegal. It is the applicant's
responsibility in such cases to propose the one-year extension to the Planning Department prior
to the two-year expiration date.
7. 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.
EXHIBIT 3
Page 3-3
8. Except as otherwise specifically noted, the Precise Development Plan for the Planned
Development shall be granted onlyforthe 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.
9. All activities involving site preparation, excavation, filling, grading, road construction, and
building construction shall be subject to the following measures:
a. A practice of routinely watering exposed soil to control dust, particularly during windy days.
b. A program of washing off trucks leaving the construction site to control the transport of mud
and dust onto public streets.
c. All inactive soil piles on the project site shall be completely covered at all times to control
fugitive dust.
d. All earth moving and grading activities shall be suspended if wind speeds (as instantaneous
gusts) exceed 25 miles per hour.
10. If, during site preparation or construction activities, any historic or prehistoric cultural resources
are unearthed and discovered, all work shall immediately be halted, and City Planning
Department staff shall be notified immediately of the discovery. The applicant shall be required
to fund the hiring of a qualified professional archaeologist to perform a field reconnaissance
and, if deemed necessary, to develop a precise mitigation program prior to the continuation of
any site work.
11. The existing residential building proposed for retention on the Remainder Lot shall not be
demolished or removed from the site without a demolition permit approved by the City Council
in accordance with the demolition permit standards in effect at the time. Additionally, all exterior
modifications of the building, including remodels and building additions, shall be prohibited
unless the Director of Planning and Community Development determines the modifications are
consistent with the architectural features of the existing structure.
12. A Final Grading and Drainage Plan shall be reviewed and approved by the City Engineer prior
to the issuance of a building permit for any new construction. This plan shall include, but not be
limited to, the following:
a) The extent of grading and other modification to on-site soils and drainage patterns,
including the methods and systems required to divert surface runoff from paved areas to
the Ford Street storm drain system and sheet runoff away from direct entry into the section
of Orrs Creek bounding the site; and
b) The extent of soil coverage, storm drainage improvements and erosion control methods
required forthe construction of building pads, driveways, sidewalks, and parking lots; and
c) The methods and hydrological calculations for any on-site water retention devices.
13. A Final Landscaping Plan shall be submitted by the project applicant and approved by the
Director of Planning prior to the issuance of building permits for any site activities that would
remove existing vegetation or the building of any structures on the site. This plan shall include,
but not be limited to, the following:
a) A planting legend that includes the names, location, coverage area, and canopy coverof all
trees and shrubs proposed for the site, The retention of all mature trees shown on site
exhibits;
b) The placement of additional vegetation, as deemed appropriate by the Director of Planning
and Community Development, in all common area prior to the final occupancy of any
structures by Planning Department staff;
c) A planting schedule for all vegetation installed on the site; and
d) A maintenance schedule for existing or proposed vegetation, including a watering schedule
and irrigation system design.
EXHIBIT 3
Page 3-4
14. Sewer, water, and electric service shall conform to the specifications of the City Department of
Public Utility.
15. All curb, gutter, sidewalk, and street paving along Myron Street which are broken or damaged
or driveways which will not be used shall be removed and replaced as required by the City
Engineer.
16. Street improvements, including curb, gutter, sidewalk, ADA-compliant ramps, and street trees
shall be as per the City Engineer's recommendations.
17. 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.
18. An Encroachment Permit shall be obtained from the City by a licensed contractor priorto 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.
19. 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.
20. 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.
21. A recycling program that provides the opportunity for all residents of the dwelling units to
recycle shall be implemented by the applicants priorto the occupancy of any of the units and
shall remain in effect so long as the units are occupied. This program shall be reviewed and
approved by the Director of Planning 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.
22. Any outdoor refuse/recycle containers shall be aesthetically screened from view. Garbage
shall not be visible outside the enclosure.
23. Hours of construction shall be limited to 7:00 a.m. to 7:00 p.m. Monday through Saturday
24. All conditions of approval shall be listed on the title page of any plans submitted for
development activities on the site and it shall be the responsibility of the applicanUdeveloper 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 or the plans/exhibits approved as part of the project shall be submitted to the
Directorof the Planning and Community Development for reviewand shall be approved priorto
any work affected by the modification.
25. 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.
EXHIBIT 3
Page 3-5
26. Requests for the final inspections required for the approval of an Occupancy Permit for the
dwelling units shall be submitted by the applicant/developer or his/her contractor to the
Department of Planning and Community Development's Building Division no later than one
week priorto the time requested for inspections. The applicant/developeror his/hercontractor
is encouraged to contact staff at any time to discuss the timing for the completion of required
conditions or any other matter that could cause delays in obtaining an Occupancy Permit.
Attachment # Z
MINUTES
CITY OF UKIAH PLANNING COMMISSION
July 25, 2007
2-1
MEMBERS PRESENT OTHERS PRESENT
Ken Anderson Listed below, Respectively
Mary Anne Landis ~-, c _
Anne Molgaard ~ ! ~~ 1=.~
James Mulheren r, ~ ~ ~.~ `~ ~~
Judy Pruden, Chair
STAFF PRESENT MEMBERS ABSENT
Dave Lohse, Associate Planner None
Cathy Elawadly, Recording Secretary
The regular meeting of the City of Ukiah Planning Commission was called to order by
Chair Pruden at 6:00 p. m. in the Council Chambers of the Ukiah Civic Center, 300 Seminary Avenue,
Ukiah, California.
2. ROLL CALL
Roll was taken with the results listed above.
3. PLEDGE OF ALLEGIANCE
Everyone cited the Pledge of Allegiance.
4. SITE VISIT VERIFICATION
Site visit for items 9A and 96 were verified.
Staff will consult with the City Attorney whether site visits are necessary when an applicant
is presenting a `Concept Plan.'
5. APPROVAL OF MINUTES -July 11, 2007
M/S Mulheren/Anderson to approve July 11, 2007 minutes, as submitted. Motion carried.
ABSTAIN: Commissioner Landis
6. COMMENTS FROM AUDIENCE ON NON-AGENDA ITEMS
No one came forward.
APPEAL PROCESS - N/A
8. VERIFICATION OF NOTICE
Planned Development Rezoning 07-14 (Precise Development Plan) and Planned
Development Rezoning 06-39 & Major Subdivision Map No. 06-40 were legally noticed in
accordance with the provisions of the Ukiah Municipal Code.
9. PUBLIC HEARINGS
9A. Planned Development Rezoning 07-14 (Precise Development Plan), as proposed
by Estok Menton to rezone the property from R-2 (Medium Density Residential) to
R-2/PD (Medium Density Residential/Planned Development). The project includes
the division of the site and the implementation of a precise development plan on 4
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 1
y-Z
smaller than typical lots with minor deviations from typical development standards.
The property is located at 617 Myron Street (APN 002-135-04).
Associate Planner Lohse addressed the project as follows:
• The zone change component of the project allows a rezone of the subject property
from its existing R-2 zoning to R-2 PD, establishing a residential planned
development for the property.
• The planned development will include a standard single family residential lot and
three non-standard single-family lots.
• A Minor Subdivision Map is being process concurrently with the rezone to permit the
division of the two parcels of the subject property into four lots.
• If the City Council approves the rezone to the PD Combining District, the City
Engineer will conduct a public hearing for the Minor Subdivision.
• The 'Concept Plan' was reviewed by the Planning Commission at the regular July 11,
2007 meeting whereas the 'Precise Plan' is being considered tonight. The Planning
Commission made recommendations to the 'Concept Plan' that have been
incorporated into the 'Precise Plan.'
• The mixed-use project is exempt from CEQA provisions.
• The project site consists of two parcels where the larger of the two has an existing
ranch-style, single-family residence developed on the site.
• Pages 2 through 4 of the staff report specifically address the issues of
areas/dimensions, building designs/materials, yard areas, access, landscape, public
utilities, on-site recreation and drainage.
• Highlights of the staff's analysis include:
:• General Plan compliance: While the Land Use Element of the General Plan
does not address planned developments specifically, staff reviewed the
development criteria established for the MDR land use designation and
determined the proposed three-unit residential housing project will be
consistent with those that apply to the project relevant to project locations
'near services, access on public streets, access to new structures, maximum
r, ",~ ~~
density, landscaping and building and site designs, recreation/open space
' I,' -- ~ and/or common areas. Based on compliance with the above facets, staff
concluded the proposed attractive infill development is a quality project that
will complement the neighborhood, provide for the health, safety, and general
welfare of people and therefore, meets the Land Use Element goals and
polices of the General Plan.
Zoning Standards compliance:
(R-2 requirements)The subject property is currently zoned R-2 that would
allow for a residential development of up to eight apartment or townhouse
units in which the applicant desires the project have a lower density.
The dimensions and areas requested for three of the four lots proposed are
not entirely consistent with those required by the R-2 zoning district where the
applicant has requested the entire .60-acre site is rezoned to R-2 PF, adding
a Planned Development Combining designation is allowed when lot
size includes a minimum of one-half acre and is deemed necessary to
provide a method for deviating from standardized zoning requirements to
promote/foster awell-planned, creative, and high quality project and at the
same time promote economical and efficient use of land and increase the
level of urban amenities.
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 2
2,3
Proposed Parcel 1 and the single-family residence that will be retained
fully complies with R-2 zoning standards and will require no relief through the
PD zoning. The three new single-family houses proposed for Parcels 2-4 will
comply with most of the R-2 zoning standards that relate to building height,
on-site parking, rear and side yard requirements. However, three of the
residential lots will deviate from other development standards of the R-2
zoning district as specifically indicated on page 5 of the staff report. The lot
area and width changes requested in the project are minor deviations from
the R-2 zoning standards, and subdivision ordinance requirements that will
not create adverse impacts on the site or abutting lots. The proposed design
and density is less intense than the medium density housing project that
could be developed with the existing R-2 zone.
(PD requirements) The proposed planned development and corresponding
Precise Development Plan provides for well-defined use of land,
development and landscape standards, lot sizes, and building design that are
highly consistent with the specific criteria for planned developments outlined
in the UMC section 9167(F), as addressed on pages 6 and 7 of the staff
report.
Ukiah Subdivision Ordinance compliance: Proposed Parcels 3 and 4 are not
~~ ~ consistent with the Type 1 subdivision requirements for minimum lot area of
^ , 6,000 square feet and lot widths and public street frontages of 60 feet.
Accordingly, this would permit asingle-family subdivision design on smaller
lots that do not fit the character for the traditional residential lot defined in the
Type 1 subdivision standards. Nevertheless, the proposed deviation from the
standards is intended to allow townhouse units that will provide individual
ownership opportunities while decreasing the residential density of the site.
Staff is of the opinion that the proposed subdivision is consistent with the
Subdivision Ordinance as long as the City Council approves the proposed
change to add the PD Combining Zone.
• Staff recommends the Planning Commission recommend approval of the rezone
change/Precise Development Plan to the City Council.
Staff noted the Precise Development Plan represents more operational changes as opposed
to design changes relevant to the Planning Commission discussions for review of the
Concept Plan.
The project involves a rezone and not a General Plan amendment having a medium density
residential General Plan land use classification.
Ken Anderson addressed the matter of 'In-Lieu Park Fees' and how the fees are calculated
and the amount.
Staff stated there is a specific formula for calculating the fees that is based on lot size and is
part of the subdivision process. A specific dollar amount is not provided for in the project
conditions because the amount could change. The applicant has discussed the potential for
creating a common recreation area on the northeast portion of the subject property, which
would reduce the in-lieu fee by half. However, no formal presentation has been made in this
regard.
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 3
a-'t
There was a general discussion regarding the intent of 'In-Lieu Park Fees', which is to
provide for neighborhood parks. The Subdivision Ordinance is set up such that the fee can
be reduced if on-site recreation is included on the project site. It is somewhat more difficult
to apply such fees to a planned development that is single-family residential-oriented,
particularly if a common recreational area is included in the project that everyone can
access whereby the 'fees' can be reduced.
Commissioner Anderson commented neighborhoods that are in need of a neighborhood
park do not benefit when residential developments provide for their own on-site recreational
facilities/common area.
Associated Planner Lohse advised that the 50 percent of the fees would be collected
regardless of whether a development provided for recreational area unless for some reason
the fee is waived. These fees would be applied to City parks.
-.,
PUBLIC HEARING OPENED: 6:18 p.m.
Estok Menton welcomed questions and comments as follows:
- Chair Pruden stated the trees along the driveway according to the on-site map are
shown inside of Parcel 1. The Planning Commission review of the `Concept Plan'
requested they be located outside of the fence line for management by the three
individual property owners.
Estok Menton was not clear whether this was to be a project condition. The reason he
favors the trees be located inside the property line on Parcel 1 is because the trees can be
planted earlier and get a better start without potential impacts of construction for the three
residential units, since the remainder parcel is the larger parcel having the most available
space for trees even though they would only be set back three feet from the property line
between Parcel 1 and Parcels 2-4. The tree canopies over time will extend over the property
line.
There was discussion about tree species or whether a hedge-like vegetative barrier between
the Parcels 2-4 and the remainder Parcel 1 would be a more feasible approach.
The Commission expressed concern that the homeowner on Parcel 1 could decide to
eliminate the trees whereas if the trees were planted on the other side of the property line
relative to Parcels 2-4, elimination of the trees is not likely to occur.
Estok Menton commented retention of the trees would be in the best interest of the
property owners because the trees would increase the property value as they mature.
- Chair Pruden inquired
Parcel 1 and the other
become a part of the
shared.
whether the trees proposed on
parcels can be tied to the entire
'shared easement,' since the a
the property line between
planned development and
ccess driveway would be
Associate Planner Lohse replied the trees could be considered part of the 'shared
easement' and added the applicant's intent is likely to create a visual buffer/screening
between the lots. If the Commission desires that there be sufficient screening for parking
etc., then the project can be conditioned accordingly. While there will be four individual lots
created, the planned development is a development for the entire property whereby the
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 4
2~s
_ : .. ~.
Planning Commission has the option of conditioning such projects to meet the goals that are
intended for PD zoning.
- Chair Pruden inquired regarding the 20-foot setback on Parcel 1 and whether it is
possible to reduce the setback to 18 feet where the 'valley gutter' is located in order
to create a 'bio-swale' in the line of trees on the west side of the proposed parking
area to assist with drainage and water runoff. The creation of a 'bio-swale' would
provide for a drainage system to maintain water runoff on-site, as well as act as a
second water containment basin on the site. The new trees proposed would
essentially function as the mitigation measure for water retention of runoff from the
driveway on site by absorbing the excess runoff.
Associate Planner Lohse stated the Planning Commission has the authority on a planned
development to recommend to the City Council a deviation from the setback standard, which
in this case would be to create a 'bio-swale' for retention of water runoff on-site.
Estok Menton agreed the proposal has merit and desires to review the concept with a civil
engineer and to make certain no excessive runoff drains on the southern boundary.
Estok Menton questioned the reduction of the rear yard setback for Parcel 1 by two feet
because it would reduce the backyard area for the existing single-family dwelling. However,
he supports the concept of implementing a 'bio-swale.'
- Chair Pruden stated it is probable the property owner of the existing single family
dwelling would locate the outdoor activities to the south for privacy purposes, since
the backyard in this case is located to the side of the parcel.
- She does not favor allowing for a second unit on Parcel 1.
Estok Menton desires the existing ranch-style to be retained as it is and without any
additions, even though there is adequate space approximately two units. He considered the
architectural features and style of the existing house, when considering the density for his
project.
It was noted the possibility exists for a second unit to be constructed on Parcel 1 and if the
structure is under 750 square feet, the Planning Commission is not required to review the
project.
The Commission discussed whether to restrict the number of units that can be built on the
parcel to four and decided not to limit the number of units in the planned development.
Commissioner Mulheren addressed the proposal made by the Commission during review
of the 'Concept Plan' to reconfigure one of the units in the planned development by moving
it back on the site and whether the Precise Plan incorporated this recommendation.
Estok Menton reviewed the proposal, as well as Chair Pruden's proposal to 'flip' the
northern most unit, and acknowledged while the ideas are good, the reconfigurations would
not be feasible with the overall effective functions and aesthetics of the planned
development as they relate to landscaping, circulation, open space and other applicable
aspects of the project. The applicant desires the units 'line-up' with one another as initially
designed.
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 5
L'~0
Estok Menton stated the garage doors would be of quality and highly complementary to the
project, since the detail of the garages is the first feature seen.
PUBLIC HEARING CLOSED: 6:41 p.m. -_
It was the consensus of the Commission to agree with staff the project is consistent with the
Ukiah Subdivision Ordinance, the applicable R-2 zoning standards as addressed in the staff
report, and compliant with the Ukiah General Plan in that it is a 'good' infill project.
The Commission recommended modification to Condition of Approval No. 12 to reflect the
discussion above:
A Final Grading and Drainage Plan shall be reviewed and approved by the City Engineer
prior to the issuance of a building permit for any new construction. This plan shall include,
but nat be limited to, the following:
a) The extent of grading and other modification to on-site soils and drainage patterns,
including the methods and systems required to divert surtace runoff from paved
areas; and
b) The extent of soil coverage, storm drainage improvements and erosion control methods
required for the construction of building pads, driveways, sidewalks, and parking lots; and
c) The methods and hydrological calculations for any on-site water retention devices,
including the potential establishment of hydro-modification or other natural retention
measures along the northeast corner of the lot or along the common property line
between Parcel 1 and Parcels 2-4.
And, Condition of Approval No. 13, subsection c, shall include additional language to read,
"The placement of additional vegetation for screening and shading of buildings; as
deemed appropriate by the Director of Planning and Community Development, in all
common area prior to the final occupancy of any structures by Planning Department staff."
Commissioner Landis referred to Condition of Approval No. 19 and emphasized the
importance that the condition does include the language, "or an alternative option approved
by the City Engineer."
M/S Molgaard/Landis to recommend the Ukiah City Council approve Planned Development
Rezoning 07-14 to change the zoning from R-2 to R-2/PD and approve the Precise
Development Plan with Findings 1-11 and Conditions of Approval 1-26 with modification to
Conditions of Approval nos. 12 and 13, as noted above.
RECOMMENDED FINDINGS FOR ZCIPRECISE DEVELOPMENT PLAN 07-14
1. The rezone of the subject property from R-2 to R-2 PD and the development of single-family houses
in the proposed development area are consistent with the purpose and intent of the MDR land use
classification and the R-2 Zoning District to provide a variety of higher density residential
developments, and with the 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 proposed houses to
avoid monotony or any box-like external appearance and the buildings and surrounding grounds will
generally be consistent with, or more attractive than, the design and scale of similar developments
in the surrounding neighborhood;
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 6
z-~
3. The location, size, and intensity of the proposed single-family houses will not create hazardous or
inconvenient impacts to existing vehicular traffic patterns since its development will not cause
substantial traffic volume increases or alter existing traffic patterns in a substantial manner;
4. The inclusion of accessible off-street parking areas on each proposed lot will provide sufficient on-
site parking to limit the potential for hazardous or inconvenient conditions to adjacent surrounding
uses, particularly since all parking stalls will be accessible via a common driveway that will be jointly
owned and maintained with access to the Myron Street corridor;
5. The location, size, and intensity of the project will not create hazardous or inconvenient impacts to
pedestrian traffic since its development plan includes swell-defined, ADA-compliant public sidewalk
abutting along the eastern side of the subject property, with adequate room for pedestrians on the
proposed access roadway between the proposed residences and the Myron Street corridor;
6. Sufficient landscaped areas and open spaces have been reserved for purposes of separating or
screening the proposed houses from each other and from adjoining properties;
7. The proposed single-family houses will not cut out light or air on the property since the buildings
would be constructed along the perimeter areas of the property and would be set back far enough
from abutting properties to limit adverse shading patterns on those lots;
B. The proposed single-family houses 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 proposed single-family houses will not have a substantial
detrimental impact on the character or value of an adjacent residential zoning district since the
proposed planned development project is a substantial improvement to existing conditions and will
utilize attractive building and site designs that are compatible with surrounding development;
RECOMMENDED CONDITIONS OF APPROVAL FOR ZCIPRECISE DEVELOPMENT PLAN
07-14
1. No building permits shall be issued for any of the structures shown on the Precise Development
Plan for the Planned Development until the Parcel 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 by law, 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 Building Permits for the proposed dwelling units permitted by the Precise Development Plan
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 7
2-S
for the Planned Development shall be issued within two years after the effective date of fhe Final
Subdivision Map (SUB No. 07-15) approval by the City Council, or they shall be subject to the
City's permit revocation process and procedures. In the event the Building Permits cannot be
issued within the stipulated period from the project approval date, a one year extension may be
granted by the Director of Planning if no new circumstances affect the project which otherwise
would render the original approval inappropriate or illegal. It is the applicant's responsibility in
such cases to propose the one-year extension to the Planning Department prior to the two-year
expiration date.
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.
8. 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.
9. All activities involving site preparation, excavation, filling, grading, road construction, and building
construction shall be subject to the following measures:
a. A practice of routinely watering exposed soil to control dust, particularly during windy days.
b. A program of washing off trucks leaving the construction site to control the transport of mud
and dust onto public streets.
c. All inactive soil piles on the project site shall be completely covered at all times to control
fugitive dust.
d. All earth moving and grading activities shall be suspended if wind speeds (as instantaneous
gusts) exceed 25 miles per hour.
10. If, during site preparation or construction activities, any historic or prehistoric cultural resources
are unearthed and discovered, all work shall immediately be halted, and City Planning
Department staff shall be notified immediately of the discovery. The applicant shall be required
to fund the hiring of a qualified professional archaeologist to perform a field reconnaissance and,
if deemed necessary, to develop a precise mitigation program prior to the continuation of any
site work.
11. The existing residential building proposed for retention on the Remainder Lot shall not be
demolished or removed from the site without a demolition permit approved by the City Council in
accordance with the demolition permit standards in effect at the time. Additionally, all exterior
modifications of the building, including remodels and building additions, shall be prohibited
unless the Director of Planning and Community Development determines the modifications are
consistent with the architectural features of the existing structure.
12. A Final Grading and Drainage Plan shall be reviewed and approved by the City Engineer prior to
the issuance of a building permit for any new construction. This plan shall include, but not be
limited to, the following:
d) The extent of grading and other modification to on-site soils and drainage patterns,
including the methods and systems required to divert surface runoff from paved areas, and
e) The extent of soil coverage, storm drainage improvements and erosion control methods
required for the construction of building pads, driveways, sidewalks, and parking lots; and
f) The methods and hydrological calculations for any on-site water retention devices, including
the potential establishment of hydro-modification or other natural retention measures along
the northeast corner of the lot or along the common property line between Parcel 1 and
Parcels 2-4.
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 8
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13. A Final Landscaping Plan shall be submitted by the project applicant and approved by the
Director of Planning prior to the issuance of building permits for any site activities that would
remove existing vegetation or the building of any structures on the site. This plan shall include,
but not be limited to, the following:
a) A planting legend that includes the names, location, coverage area, and canopy cover of all
trees and shrubs proposed for the site,
b) The retention of all mature trees shown on site exhibits;
c) The placement of additional vegetation for screening and shading of buildings, as deemed
appropriate by the Director of Planning and Community Development, in all common area
prior to the final occupancy of any structures by Planning Department staff;
d) A planting schedule for all vegetation installed on the site; and
e) A maintenance schedule for existing or proposed vegetation, including a watering schedule
and irrigation system design.
14. Sewer, water, and electric service shall conform to the specifications of the City Department of
Public Utility.
15. All curb, gutter, sidewalk, and street paving along Myron Street which are broken or damaged or
driveways which will not be used shall be removed and replaced as required by the City
Engineer.
16. Street improvements, including curb, gutter, sidewalk, ADA-compliant ramps, and street trees
shall be as per the City Engineer's recommendations.
17. All work within the City right-of-way shall be performed by a properly licensed Contractor with 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.
18. 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
Comoensation Certificate.
19. 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.
20. 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.
21. A recycling program that provides the opportunity for all residents of the dwelling units to recycle
shall be implemented by the applicants prior to the occupancy of any of the units and shall
remain in effect so long as the units are occupied. This program shall be reviewed and
approved by the Director of Planning or his/her designee prior to its implementation to ensure it
provides an efficient method for recycling and is consistent with the requirements of the
Municipal Code.
22. Any outdoor refuse/recycle containers shall be aesthetically screened from view. Garbage shall
not be visible outside the enclosure.
MINUTES OF THE PLANNING COMMISSION July 25, 2007
Page 9
Attachment # 3
3-~
STAFF REPORT TO THE PLANNING COMMISSION
City of Ukiah
MENTON/MYRON STREET PLANNED DEVELOPMENT
REVIEW OF ZONE CHANGE/PRECISE DEVELOPMENT PLAN
ZC 07-14
ITEM NO. 9-A
Meeting Date: July 25, 2007
PROJECT SUMMARY
The zone change component of this project allows the rezone of the .63-acre subject property from its
existing R-2 (Medium Density Residential) zoning to R-2 PD (Medium Density Residential-Planned
Development) and establishes a residential planned development for the property. This planned
development will include a standard single family residential lot and three non-standard single-family
Tots, as shown on the site plan/tentative map exhibit for the Precise Development Plan (Attachment 3)
and the building elevations (Attachment 4).
This project is being processed concurrently with a Minor Subdivision Map application (MS 07-15) that
will permit the division of the two parcels comprising the site into four lots with lot areas measuring
between 4,026 to 10,556 square feet (see Attachment 3). This project will be acted on by the City
Engineer in a separate public hearing, but only if the City Council approves the rezone of the property
to the PD Combining District.
PROJECT RECOMMENDATION
The processing requirements for planned development projects require that the City Council approve all
requests to establish planned developments, with recommendations from the Planning Commission. The
Planning Commission reviewed a Concept Development Plan for this project in a public hearing held on
July 11, 2007, and made recommendations that have been incorporated into the Precise Development
Plan. Based on these actions, staff recommends that the Planning Commission:
Conduct a public hearing to review the Precise Development Plan; and
2. Recommend approval of the Precise Development Plan to the City Council with any recommended
modifications.
PROJECT LOCATION
The subject property consists of two parcels located at 617 Myron Street (APN 002-135-04), as shown
on the Location Map (Attachment 1) for this staff report.
GENERAL PLAN DESIGNATION:
MDR (Medium Density Residential)
ZONING DISTRICT: R-2 (Medium Density Residential)
3 -z-
ENVIRONMENTAL DETERMINATION
The Environmental Coordinator determined that the proposed mixed-use project is exempt from the
provisions of the California Environmental Quality Act (CEQA), in accordance with Categorical
Exemption Section 15332, Class 32. This exemption applies to infill projects that are consistent with
the General Plan and zoning designations for a site, and are located within urbanized areas with
required services.
Existino Conditions
The project site consists of two parcels with a combined area of .60-acre. These lots are located within
a portion of the historic Wagensellers neighborhood that contains a mix of single-family and medium-
density residential housing, including single family homes to the north, south, and west, and several
complexes of smaller cottages to the west and east.
The subject property is developed with ranch-style, single-family residence that was actually
constructed across the property line between these two lots (see Attachment 3). This large building has
the primary living quarters on the south side of the site and atwo-car garage on the north side. The
rest of the lot contains a small storage building near its northern boundary and a much larger than
normal yard area to the east of the residential building. The lots are relatively flat, with a minor slope of
approximately 1.5 percent draining to the east.
Proposed Conditions
Lot Areas and Dimensions: The approval of the Rezone would change the zoning on the subject property
from R-2 (Medium Density Residential) to R-2 PD (Medium Density Residential-Planned Development),
which would allow the development of residential planned development. This development will include
the retention of the existing single-family residence on the 10,556 square foot lot shown as proposed
Parcel 1. This parcel is entirely consistent with the lot area and width requirements for lots in the R-2
zone and no deviations from these requirements are being requested.
The planned development project also includes the construction of three two-story single-family
residences on the three new lots proposed for the eastern half of the site. Proposed Parcel 2 would be
the largest of the three lots, with 7,906 square feet of lot area and a lot width that varies from the 21-foot
width proposed for the access driveway to 54 feet wide for the area on which the proposed residence
would be constructed. Staff estimates approximately half of this area would be used as the building site.
Proposed Parcel 3 would be substandard in size and width, with a lot area of 3,813 square feet and a
width of 36 feet. It would have standard front and rear yard setbacks of 20 feet and standard side yard
setbacks of 6 feet.
Proposed Parcel 4 would also be substandard in size and width, with a lot area of 4,026 square feet and
a width of 38 feet. It would have standard front and rear yard setbacks of 20 feet and standard side yard
setbacks of 6 feet.
Building Designs and Materials: The residential structures proposed for the three smaller lots are
designed with smaller than normal building sites, with a first floor area of 960 square feet. The split-level
design puts asingle-story two-car garage in the front and a connecting two-story residential structure in
the back. The ground floor of the residential area will be comprised of living room, kitchen, and half-
bathroom; the second story will contain a master bedroom/bathroom suite, a second full bathroom, with a
second bedroom and an office constructed partially over the garage.
ZC 07-14: Mento~rMyron Sweet PD
Planning Commission Staff Report for July 25, 2007
3-3
The new residential buildings will utilize asingle-family residential design with brick facing and shake-style
siding on the garages and vertical wood siding on residential building walls. Roofs would have
composition coverings, with peaks oriented to the south to facilitate solar panel placement. Colors are
not specified at this time, but the applicant has indicated that he will paint the structures with colors found
in the surrounding neighborhood to facilitate their compatibility with existing buildings.
Yard Areas: The areas surrounding the three structures include 20-foot wide front and rear yards, with
six-foot wide side yards abutting both sides of Parcels 3 and 4, and the south side of Parcel 2. The north
side of Parcel 2 will have a side yard of 23 feet, with the intent of establishing a landscaped swale area for
on-site water retention. The applicant has also indicated that he may use some of this area for common
recreation purposes.
Access: Access to proposed Parcel 1 will be over an existing concrete driveway that extends almost 54
feet the Myron Street frontage to the garage that is attached to the north end of the existing single-family
home. This one-story structure contains room for two off-street parking stalls.
Ingress and egress to proposed Parcels 2-4 is planned over a 21-foot wide access driveway proposed for
the north side of the project site. This driveway is shown on the project exhibits with 16 feet of asphaltic
concrete in its center, but the applicant has agreed to provide an additional 4 feet of all-weather surfacing
to accommodate fire trucks and other large vehicles. In fact, the applicant is working with City staff to
determine which materials could provide the required structural support and add to site permeability.
Landscape: No detailed landscape plan was proposed for the project since it will entail the development
of single-family homes instead of a housing complex. However, the applicant has indicated a
preference to use non-organic materials and/or vegetation with low-water impacts in the small front
yards. He has also indicated that lawns will not be planted in side or rear yard areas unless persons
purchasing the property specifically request them.
It should also be noted that the applicant has proposed the planting of approximately 6 trees along the
fenced boundary line between proposed Parcels 1 and Parcels 2-4. These trees are intended to
provide screening between the structures and shading on the paved areas in front of the new
residential buildings. No specific species has been selected, but the applicant wishes to use trees with
a moderate height to ensure that any active solar collectors are not adversely shaded from solar rays.
The applicant also intends to retain 5-6 mature trees, including 5 mature trees located in the northeast
corner of the subject property. These trees provide shade on-site and screening of the property from
abutting properties to the north.
Drainage: The site currently slopes slightly to the east, with storm waters being absorbed into the large
lawn areas or draining to the east. The construction of the three new residential structures and the
pavement of the access driveway will cause an increase in the levels of on-site drainage, but the site
will still contain large lawn areas for water percolation. Furthermore, the applicants intend to use
permeable paving surfaces where feasible and to route other waters to a landscaped swale area that
will be established in the 23-foot wide lawn area proposed on the north side of proposed Parcel 2.
The City Engineer's staff does not anticipate the level of construction will cause adverse impacts to on-
site drainage or exacerbate existing drainage to abutting lots. In fact, staff has required that the
applicants provide a drainage study containing a drainage and erosion plan is submitted to the City
Engineer to verify how much drainage will be caused by the development and the methods that will be
implemented to ensure that drainage from the site does not exceed current levels. As stipulated in
staff' recommended Conditions of Approval, this plan must be approved by the City Engineer prior to
any grading or site preparation on the site and the measures shall be implemented prior to the
occupancy of the residential structures they will serve.
ZC 07-14: Menton-Myron Street PD
Planning Commission Staff Report for July 25, 2007
3-'{
Public Utilities: The proposed planned development was reviewed by members of the City's Project
Review Committee and City utility staffs have determined that the site can be served by City-
maintained water, sewer, and electricity. These utilities are already connected to Parcel 1 and will be
extended to Parcels 2-4 through a 21-foot wide private utility easement that will run below the proposed
access driveway.
On-Site Recreation: As proposed, the planned development area does not include a dedicated outdoor
recreation area for common use. The exclusion of a common area was done purposefully since the site
is designed for single-family use and each residence will have yard areas that are as wide as and at least
half as large as a standard city lot. Thus, each lot will have a private area for outdoor recreation, although
the applicant has also indicated that he would encourage future occupants to maintain gates within side
yard fences to encourage mingling, or if amenable; no fences at all.
The applicant has also indicated that he is amenable to designing and installing recreational equipment
(such as a barbeque, basketball hoop, or swing set) in a portion of the 23-foot wide side yard proposed
for the north side of proposed Parcel 2.
The subject property is too small in area to construct any major park facilities as part of its development,
but the applicant will be required to pay park fees pursuant to Ukiah Municipal Code Section 8400, et seq.
These fees can then be applied to larger park acquisition or maintenance projects for the area or other
areas of the City.
STAFF ANALYSIS
General Plan Compliance:
The Land Use Element of the General Plan does not address planned developments specifically, but staff
reviewed the development criteria established for the MDR (High Density Residential) land use
designation and determined that the proposed residential housing project will be consistent with those
that apply to this project. These include project locations near services, access on public streets, access
to new structures, maximum density, landscaping, and design review through discretionary processes. In
fact, it is staffs opinion that the proposed site design and building architecture provide a high level of
consistency with these criteria and other land use goals and policies since it presents swell-designed and
attractive infill project that is located within walking distance of downtown Ukiah and a variety of services.
Furthermore, each of the single-family residences will have small individual yard areas and there will be
additional room on one of the new lots that can be dedicated for uses as a common recreational area.
Based on these factors, staff concludes the proposed mixed-use planned development is consistent with
the Land Use Element goals and policies.
Staff also reviewed the recently revised Housing Element and considers the proposed development
pattern to be highly compatible with this element's goals for using 'infill' lots for residential development.
The development of single-family homes on this MDR-designated property is not entirely consistent with
the Housing Element goal of maximizing residential opportunities on high density lots, but the more
compact development pattern proposed will be more consistent with the prevailing housing density of the
surrounding neighborhood, which appears to be somewhere between low to medium density in nature.
Therefore, the low to high density development proposed in this project is considered a credible
alternative to the higher densities for which is designated and it is staff's opinion that the project is
consistent with the Housing Element.
Staff also reviewed the project's consistency with the other elements of the General Plan and found no
inconsistencies with any of these goals and policies. Based on this determination and the consistency
with the elements discussed above, it is the opinion of Planning Department staff that the proposed
single-family planned development is consistent with the Ukiah General Plan.
ZC 07-14: Menton-Myron S[reet PD
Planning Commission Staff Report for July 25, 2007
3-~
Consistency with Zoning Standards
Consistencies and Inconsistencies with R-2 Zoning Requirements: The subject property is currently
zoned R-2 (Medium Density Residential), which would allow a residential development of up to 8
apartment or townhouse units on the site. However, the applicants have opted to establish a lower
density of 4single-family residences on the site to preserve the existing single-family residence on the
site and construct new homes that are consistent with the single-family homes that prevail in the area.
In this case, the dimensions and areas requested for three of the four lots proposed are not entirely
consistent with those required by the R-2 zoning district and the applicants have requested that the entire
.60-acre site is rezoned to the R-2 PD, adding a Planned Development Combining designation. This
zoning is allowed when lot size includes a minimum of one-half (%2) acre and is deemed necessary to
provide a method for deviating from standardized zoning requirements to foster well-planned, creative,
and high quality development. In this case, it is the opinion of staff that these goals are met by the
proposed project, particularly since it complies with the specific PD district purposes of allowing flexibility
in design and development in order to promote economical and efficient use of land and increase the
level of urban amenities.
In reviewing the project, staff determined that proposed Parcel 1 and the single-family residence that will
be retained on the site will comply fully with all R-2 zoning standards and will require no relief through the
PD zoning. Additionally, the new single-family houses proposed for Parcels 2-4 will comply with most of
the R-2 zoning standards, including those that require a maximum building height of 40 feet, two parking
stalls for each residence, and with the rear and side yard requirements of 20 feet. However, three of the
residential lots will deviate from other development standards of the R-2 Zoning District, as shown in
detail on the various exhibits submitted with these projects and described below.
Proposed Parcel 2 will be between 21 feet wide and 53 feet wide, which deviate from the required lot
width of 60 feet.
Proposed Parcel 3 will have a lot area of 3,813 square feet, which deviates from the required lot area
of 6,000 square feet. It will also have a lot width of 36 feet and no public street frontage, which
deviate from UMC requirements for lot widths of 60 feet and subdivision ordinance requirements for
street frontages of 60 feet.
Proposed Parcel 4 will have a lot area of 4,026 square feet, which deviates from the required lot area
of 6,000 square feet. It will also have a lot width of 38 feet and no public street frontage, which
deviate from UMC requirements for lot widths of 60 feet and subdivision ordinance requirements for
street frontages of 60 feet.
Planning staff considers the lot area and width changes requested in this project to be relatively minor
deviations from both the R-2 zoning standards and subdivision ordinance requirements, and do not
anticipate that its construction with less intense standards adverse will cause adverse impacts on the site
or on abutting lots. In fact, the proposed design and density is probably less intense than the medium
density housing projects that could be developed with the existing zoning and will allow the development
of a low to medium density housing project that reflects many of the single-family characteristics now
found on the subject property and throughout the surrounding Wagensellers neighborhood.
Consistency with PD Requirements: The proposed planned development includes designs for well-
defined land uses, development and landscape standards, lot sizes, and building design and is highly
consistent with the requirements for the submittal of a precise development plan. Furthermore, the
proposed project is consistent with the specific criteria for planned developments outlined in Ukiah
Municipal Code Section 9167(F). Staff has included a brief discussion of each criteria and why it feels the
project is consistent with these criteria below:
ZC 07-]4: Menton-Myron Street PD
Planning Commission Staff Report for July 25, 2007
3-~0
1. The design of the project shall consider the impact and needs of the user in respect to
circulation, parking, traffic, utilities, public services, noise and odor, privacy, private and common
open spaces, trash collection, security and crime deterrence, energy consumption, and other design
concerns.
In this case, the proposed housing project is located in an urbanized area of the City that has
adequate access to public streets and general circulation patterns, is not subject to traffic volumes
with unacceptable levels of service, and will have parking that is consistent with UMC standards for
off-street parking. The project is also in an area where utilities and other public services are readily
available, and has a design that will not cause security problems or crime. Furthermore, the site
design provides for private and common open spaces and building designs that should not subject
potential occupants or neighbors to unusual levels of privacy disturbance or aesthetic problems.
Finally, the buildings will have roofs and windows that are placed in directions where both passive
and solar heating and cooling could be implemented.
2. The location of the buildings and structures shall respect the natural terrain of the site and shall
be functionally integrated with any natural features of the landscape to include the preservation of
existing trees, where feasible.
The development of this project will include the retention of most of the large trees on the site and
the planting of additional trees for shading and screening patterns that are consistent with those in
the surrounding areas. Additionally, no substantial grading to establish building pads or access
driveways is anticipated, retaining the relatively flat topography of the site, so no substantial impacts
to any of the site's natural features will result.
3. All buildings or structures shall be harmonious and consistent with the proposed architectural
style regarding roofing, exterior materials, windows, doors, textures, colors, and other exterior
treatments.
The buildings will all utilize an architectural style that is consistent with the surrounding residential
buildings, which include a mix of cottages and ranch-style single-family homes. These include the
brick and shake walls on the garage buildings, the vertical siding on the primary residential part of
the structure, and the off-set and peaked roofs. Therefore, it is the opinion of staff that the overall
architectural style and appearance of the buildings will be highly consistent with those found nearby,
despite the increased density.
4. The overall design shall be integrated and compatible with the neighborhood and shall strive to
be in harmony with the scale and bulk of the surrounding built environment.
The surrounding neighborhood is developed with a mix of ranch-style single-family homes, smaller
cottages in small complexes, and homes with historic architectural designs. The proposed planned
development uses single-family homes instead of apartments or townhouses that are less
consistent with surrounding land uses, but increases the density by using smaller lot sizes. Overall,
it is the opinion of staff that the proposed land uses, housing designs, and densities are very
compatible with those on abutting lots and throughout the surrounding Wagensellers neighborhood.
ZC 07-14: Menton-Myron Street PD 6
Planning Commission Staff Report for July 25, 2007
3-7
5. The design of buildings and structures shall strive to provide innovation, variety, and creativity in
the proposed design solutions. All architectural elevations shall be designed to eliminate the
appearance of facades and box-like construction.
As noted above, the new buildings in this planned development will all utilize an architectural style
that is consistent with the surrounding residential buildings, which include a mix of cottages and
ranch-style single-family homes.
6. For residential projects, every effort shall be made to achieve the maximum density possible
pursuant to the underlying zoning district.
The current medium-density land use classification for this .60-acre site will allow up to 8 housing
units, or 4 more than proposed. In this case, however, it is the opinion of staff that the construction of
more intense development would require the removal of the existing single-family house and the
development of a more intense housing cluster or apartment building that are not highly compatible
with the surrounding land uses. There are such complexes in the immediate vicinity, but none on
Myron Street.
Consistency with Ukiah Subdivision Ordinance
The proposed subdivision would be a Type I subdivision, as defined in the Ukiah Subdivision Ordinance,
since all development will occur on the portions of the site that have a natural ground average gradient
that is less than 15 percent. Planning Department staff reviewed the requirements for this type and
determined the proposed lots would be consistent with most of the applicable requirements for this type of
residential subdivision. These include standards for the development of street improvements, the
provision of water supplies, fire protection, sewer hook-ups, storm drainage, utility easements, and street
lighting facilities.
As noted earlier in this analysis, Proposed Parcels 3-4 are not all consistent with Type I subdivision
requirements for the minimum lot area of 6,000 square feet and lot widths and public street frontages of
60 feet. This would effectively permit asingle-family subdivision design on smaller lots that do not fit the
mold for the traditional residential lot defined in the Type I subdivision standards. However, the proposed
deviation from these standards is intended to allow townhouse units that will provide individual ownership
opportunities while actually decreasing the residential density of the site. Therefore, it is staff's opinion
that the proposed subdivision will be consistent with the Subdivision Ordinance so long as the City
Council approves the proposed zone change to add the PD Combining Zone.
CONCLUSIONS: After an extensive review of this project, it is the conclusion of staff that the proposed
single-family planned development on this site will be an attractive and interesting alternative to the
development of the site with asingle-use development, such as an apartment complex, and will be
more in keeping with the character of the site and the surrounding Wagenseller neighborhood.
Staff also concludes that the proposed project is consistent with applicable goals and policies of the
Ukiah General Plan, Ukiah Municipal Code standards for commercial and medium-density residential
site development, and the standards of the Ukiah Subdivision Ordinance.
PLANNING DEPARTMENT RECOMMENDATION: The Planning Department supports this project, but
will forego specific recommendations until the Planning Commission has had the opportunity to review
and comment on the project. Staff will then prepare recommended Findings in support of the
Commission's actions and incorporate them into its report to the City Council. Staff has included
recommended findings as Attachment 6 of this staff report.
ZC 07-14: Menton-Myron Street PD
Planning Commission Staff Report for July 25, 2007
3'$
CONDITIONS OF APPROVAL: Planning Department staff will recommend that the approval of the
project be based on Conditions of Approval, but has not included them in the staff report since the final
version of these conditions will be based on the recommendations of the Planning Commission. Staff
has, however, included recommended conditions as Attachment 7 of this staff report.
ATTACHMENTS:
1. Location Map
2. Project Narrative from Applicant
3. Revised Site Plan & Tentative Map
4. West Elevation for New Residential Buildings
5. Floor Plans for New Residential Buildings
6. Recommended Findings from Planning Staff
7. Recommended Conditions of Approval from Planning Staff
STAFF REPORT PREPARED BY:
Dave Lohse, Associate Planner
ZC 07-14: Menton-Myron Street PD
Planning Commission Staff Report for July 25, 2007
3 -9
ATTA~C P4EN'f 1
LOCATION MAP
Menton-Myron St. Zone Change/Planned Development
ZC No. 07-05
617 Myron Street
(APN 002-135.04)
APPROXIMATE SCALE: finch = 500 feet NORTH ~
3-l0
att~ # ~-I
M E N T O N BUILDERS , I N C.
GENERAL C O N T R A C T O R
LIC# 381334
The proposed project at 617 Myron St, includes building three new detached single family
homes on the rear portion of a large two parcel lot, while retaining the existing single family
home located on the front portion of the lot, fronting Myron St. The existing house is a ranch
style single story structure with three bedrooms, two baths, approximately 1,800 s.f. of
conditioned living space and an attached two car garage. The proposed new homes are two
story structures with three bedrooms, 2'r4 baths, 1,475 s.f. of conditioned living space and an
attached two car garage.
The proposed minor subdivision would create two more lots for a total of four consisting of
3,813 s.f., 4,026 s.f., 7,670 s.f. and 10,793 s.f. Access to the new homes from Myron St. would
utilize an existing driveway located on the north boundary of the property and thus generate
the least amount of new interior roadway for ingress and parking. The proposed layout of the
new homes was designed to afford a sense of separation and privacy between each new home,
allow all roof tops to take full advantage of their generous southern exposure for solar energy,
and respect neighboring dwellings on all sides. All new homes will have double side yards,
twenty foot deep rear yards and share ample space in front for both circulation and recreation.
The two large ash trees near the north property line, established landscaping and trees in the
front portion and several other smaller trees in the rear areas will be retained. Several new
trees are to be planted as well to improve privacy and overall aesthetics (see preliminary
landscape plan). The existing wood fence on the north, south and east property lines will be
repaired and retained.
The overall objective of this project is to provide thoughtful single family owned infill housing at
a reasonable density for the existing mixed density neighborhood. We believe that these new
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homes and the existing residence fronting Myron st. will blend nicely with surrounding
developments for many years into the future and help to retain home ownership and a single
family feeling along the block between Clara and Ford Streets (one of the best blocks in the
immediate area). ey keeping the new home footprints modest in size (24' x 46'), the overall
building heights reasonable (3'-6' below the maximum 30' allowed) and providing adequate
setbacks from property lines and neighboring structures, this project allows additional homes
to be built in an otherwise underutilized area without compromising health, safety or property
values. It is also our intent to provide solar collectors, natural light, ventilation and a host of
other energy conserving features in all three new homes which will provide for comfortable and
conscientious living while demanding less from existing and future infrastructure.
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FIRST FLOOR PLAN
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FLOOR PLAN A.P.N. DRAFTING BY
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PROPOSED RESIDENCE
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Attachment 5-1
RECOMMENDED. FINDINGS FOR ZC/PRECISED DEVELOPMENT PLAN 07-14
The rezone of the subject property from R-2 to R-2 PD and the development of single-family houses
in the proposed development area are consistent with the purpose and intent of the MDR land use
classification and the R-2 Zoning District to provide a variety of higher density residential
developments, and with the 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 proposed houses to
avoid monotony or any box-like external appearance and the buildings and surrounding grounds will
generally be consistent with, or more attractive than, the design and scale of similar developments in
the surrounding neighborhood;
3. The location, size, and intensity of the proposed single-family houses will not create hazardous or
inconvenient impacts to existing vehicular. traffic patterns since its development will not cause
substantial traffic volume increases or alter existing traffic patterns in a substantial manner;
4. The inclusion of accessible off-street parking areas on each proposed lot will provide sufficient on-site
parking to limit the potential for hazardous or inconvenient conditions to adjacent surrounding uses,
particularly since all parking stalls will be accessible via a common driveway that will be jointly owned
and maintained with access to the Myron Street corridor;
5. The location, size, and intensity of the project will not create hazardous or inconvenient impacts to
pedestrian traffic since its development plan includes swell-defined, ADA-compliant public sidewalk
abutting along the eastern side of the subject property, with adequate room for pedestrians on the
proposed access roadway between the proposed residences and the Myron Street corridor;
6. Sufficient landscaped areas and open spaces have been reserved for purposes of separating or
screening the proposed houses from each other and from adjoining properties;
7. The proposed single-family houses will not cut out light or air on the property since the buildings
would be constructed along the perimeter areas of the property and would be set back far enough
from abutting properties to limit adverse shading patterns on those lots;
8. The proposed single-family houses 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 proposed single-family houses will not have a substantial
detrimental impact on the character or value of an adjacent residential zoning district since the
proposed planned development project is a substantial improvement to existing conditions and will
utilize attractive building and site designs that are compatible with surrounding development;
3- IS
Attachment 5-2
10. The proposed single-family houses will generally be compatible with surrounding land uses and will
not be detrimental to the public's health, safety, and general welfare since the project entails a lower
development density than permitted in the existing zoning, is self-contained and semi-secluded from
the surrounding neighborhood, and will be developed in a manner that is consistent with the
surrounding medium to high density and commercial lands that surround it.
11. The development of the proposed single-family houses is exempt from the provisions of the California
Environmental Quality Act, in accordance with Categorical Exemption Section 15332, Class 32, since
it is an infill project located within an area of the city that is served by existing utilities and facilities and
is consistent with applicable General Plan and zoning requirements.
3-j~
Attach~artt$-1
RECOMMENDED CONDITIONS OF APPROVAL FOR ZC/PRECISED DEVELOPMENT PLAN 07-14
1. No building permits shall be issued for any of the structures shown on the Precise Development
Ptan for the Planned Development until the Parcel 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 by law, 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 Building Permits for the proposed dwelling units permitted by the Precise Development Plan for
the Planned Development shall be issued within two years after the effective date of the Final
Subdivision Map (SUB No. 07-15) approval by the City Council, or they shall be subject to the
City's permit revocation process and procedures. In the event the Building Permits cannot be
issued within the stipulated period from the project approval date, a one year extension may be
granted by the Director of Planning if no new circumstances affect the project which otherwise
would render the original approval inappropriate or illegal. It is the applicant's responsibility in such
cases to propose the one-year extension to the Planning Department prior to the two-year
expiration date.
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.
8. 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 shalt not be construed as eliminating or modifying any building, use, or zone
requirements except as to such specific purposes.
9. All activities involving site preparation, excavation, filling, grading, road construction, and building
construction shall be subject to the following measures:
a. A practice of routinely watering exposed soil to control dust, particularly during windy days.
b. A program of washing off trucks leaving the construction site to control the transport of mud
and dust onto public streets.
c. All inactive soil piles on the project site shall be completely covered at all times to control
fugitive dust.
d. All earth moving and grading activities shall be suspended if wind speeds (as instantaneous
gusts) exceed 25 miles per hour.
ZC 07-14: Menton-Myron Street PD
Planning Commission Staff Report for July 25, 2007
3- 2-°
AttacT~-2
10. If, during site preparation or construction activities, any historic or prehistoric cultural resources are
unearthed and discovered, all work shall immediately be halted, and City Planning Department
staff shall be notified immediately of the discovery. The applicant shall be required to fund the
hiring of a qualified professional archaeologist to perform a field reconnaissance and, if deemed
necessary, to develop a precise mitigation program prior to the continuation of any site work.
11. The existing residential building proposed for retention on the Remainder Lot shall not be
demolished or removed from the site without a demolition permit approved by the City Council in
accordance with the demolition permit standards in effect at the time. Additionally, all exterior
modifications of the building, including remodels and building additions, shall be prohibited unless
the Director of Planning and Community Development determines the modifications are consistent
with the architectural features of the existing structure.
12. A Final Grading and Drainage Plan shall be reviewed and approved by the City Engineer prior to
the issuance of a building permit for any new construction. This plan shall include, but not be
limited to, the following:
a) The extent of grading and other modification to on-site soils and drainage patterns, including
the methods and systems required to divert surface runoff from paved areas to the Ford Street
storm drain system and sheet runoff away from direct entry into the section of Orrs Creek
bounding the site; and
b) The extent of soil coverage, storm drainage improvements and erosion control methods
required for the construction of building pads, driveways, sidewalks, and parking lots; and
c) The methods and hydrological calculations for any on-site water retention devices.
13. A Final Landscaping Plan shall be submitted by the project applicant and approved by the Director
of Planning prior to the issuance of building permits for any site activities that would remove
existing vegetation or the building of any structures on the site. This plan shall include, but not be
limited to, the following:
a) A planting legend that includes the names, location, coverage area, and canopy cover of all
trees and shrubs proposed for the site,
b) The retention of all mature trees shown on site exhibits;
c) The placement of additional vegetation, as deemed appropriate by the Director of Planning and
Community Development, in all common area prior to the final occupancy of any structures by
Planning Department staff;
d) A planting schedule for all vegetation installed on the site; and
e) A maintenance schedule for existing or proposed vegetation, including a watering schedule and
irrigation system design.
14. Sewer, water, and electric service shall conform to the specifications of the City Department of
Public Utility.
15. All curb, gutter, sidewalk, and street paving along Myron Street which are broken or damaged or
driveways which will not be used shall be removed and replaced as required by the City Engineer.
16. Street improvements, including curb, gutter, sidewalk, ADA-compliant ramps, and street trees
shall be as per the City Engineer's recommendations.
17. All work within the City right-of-way shall be performed by a properly licensed Contractor with 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.
ZC 07-14: Menton-Myron Street PD
Planning Conunission Staff Report for July 25, 2007
3-~
Attach 6-3
18. 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.
19. 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.
20. 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.
21. A recycling program that provides the opportunity for all residents of the dwelling units to recycle
shall be implemented by the applicants prior to the occupancy of any of the units and shall remain
in effect so long as the units are occupied. This program shall be reviewed and approved by the
Director of Planning or his/her designee prior to its implementation to ensure it provides an
efficient method for recycling and is consistent with the requirements of the Municipal Code.
22. Any outdoor refuse/recycle containers shall be aesthetically screened from view. Garbage shall
not be visible outside the enclosure.
23. Hours of construction shall be limited to 7:00 a.m. to 7:00 p.m. Monday through Saturday.
24. All conditions of approval shall be listed on the title page of any plans submitted for development
activities on the site and it shall be the responsibility of the 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 or the
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 prior to any work affected by the
modification.
25. All conditions that do not contain a specific date or time period for completion shall be completed
prior to the issuance of a Certificate of Occupancy.
26. Requests for the final inspections required for the approval of an Occupancy Permit for the dwelling
units shall be submitted by the applicant/developer or his/her contractor to the Department of
Planning and Community Development's Building Division no later than one week prior to the time
requested for inspections. The applicant/developer or his/her contractor is encouraged to contact
staff at any time to discuss the timing for the completion of required conditions or any other matter
that could cause delays in obtaining an Occupancy Permit.
ZC 07-14: Menton-Myron Street PD
Planning Commission Staff Report for July 25, 2007
Map brought in by applicant given to CC regarding item 9a. See file
ITEM NO. l0a
DATE: Aueust 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: CITY COUNCIL APPOINTMENT OF TWO AIRPORT
COMMISSIONERS, FOR A TERM OF THREE YEARS, ONE
WITHIN THE SPHERE OF INFLUENCE, AND ONE
WITHIN THE CITY LIMITS; AND, APPOINTMENT OF ONE
DEMOLITION COMMITTEE MEMBER TO FILL AN
UNEXPIRED TERM
SUMMARY: The City Council at their meeting of July 23, 2007, asked the Airport
Commission to make recommendations for the current Commission vacancies before the
City Council makes its appointments. There is one sphere, and one city vacancy. The
Airport Commission met on July 30, 2007, and reviewed the applications and made
recommendations as shown in the attached draft Commission Minutes. Only one
applicant is noted to reside within City Limits, incumbent Deerwester.
Additionally, the Council requested that Staff re-advertise the Demolition Committee
opening which was done in the Ukiah Daily Journal. The result is receipt of one
application to the Demolition Committee.
RECOMMENDED ACTION: 1) Review Airport Commission recommendation
and appoint two Airport Commissioners, one to sphere of influence, and one to city
limits; 2) Review the one Demolition Committee Application and appoint the
member.
ALTERNATIVE COUNCIL POLICY ACTION: Re-advertise for the Commission and/
or Committee openings.
CITIZEN ADVISED: N/A
REQUESTED BY: Paul Richey, Airport Manager
PREPARED BY: Linda Brown, Deputy City Clerk
COORDINATED WITH: Candace Horsley, City Manager
ATTACHMENTS: 1) Draft Airport Commission Minutes
2) Applications for Airport Commissioner Appointments
3) Demolition Committee Application
4) Resolution of Council Appointments
APPROVED:
Candace Horsley, City Man ger
Att~~itment #
UKIAH REGIONAL AIRPORT COMMISSION
July 30th, 2007
Minutes
COMMISSIONERS PRESENT STAFF PRESENT
Dottie Deerwester, Vice Chair Paul Richey, Airport Manager
Ben Winter Ken Ronk, Airport Assistant -
Eric Crane Recording Secretary
COMMISSIONERS ABSENT OTHERS PRESENT
Bill Beard, Chair None
Ken Fowler
The Airport Commission was called to order by Vice Chair Deerwester at 6:45 pm., at
the Ukiah Regional Airport, Old Flight Service Station, 1403 South State Street, Ukiah
California. Roll Call was taken with the results listed above.
2. PLEDGE OF ALLEGIANCE -Ben Winter led the pledge of allegiance.
3. APPROVAL OF MINUTES -None
4. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
No one from the audience came forward.
REPORTS -None
6. DISCUSSION/ACTION
6A. Airport Commission Application recommendation
Airport Manager Richey stated that the City Council has asked that the Airport
Commissioners make recommendations for the two commission seats that are vacating.
The City Council would like those recommendations by Aug 15`h. Manager Richey then
talked briefly about the last recommendation that the Airport Commissioners made and
presented to the City Council.
Vice Chair Deerwester asked the other commissioners how they wanted to choose the
vacant seats. The seats that need filled are one seat within the City limits and one in the
Sphere of influence. She asked Manager Richey to briefly define the sphere of influence.
Airport Manger Richey explained the sphere of influence as Ridge top to ridge top from
West to East then the bottom of Ridgewood Grade by the old Miss benison's cookie
factory to Burke Hill from North to South.
Commissioner Crane asked that a ranking be presented to the City council on both the
City position and the Sphere position. All commissioners agreed with this method.
A general discussion followed regarding the four applicants. Applicant Deerwesters
home address was in the City limits. Applicant Brian Brodoski listed his business
address that's in the City limits his home is believed to be outside of the City limits and
within the Sphere of influence. Applicant Don Albright had his home address listed in the
sphere azea. Applicant Susan Jordan had a P.O. Box listed on the application as home
address that was in Redwood Valley making her in the sphere area if a P.O. Box can be
used for a home address.
A general discussion followed as the panel reviewed the applications with the
Commissioners recommending the following.
Within the City limits position - 1. Dottie Deerwester 2. Brian Brodoski * with proof of
residency
Sphere of influence position - 1. Don Albright 2. Susan Jordan* with proof of residency
3. Brian Brodoski if he doesn't qualify for city limits position.
Airport Manager Richey advised that Chair Beard and Commissioner Fowler were not
able to attend but they wanted Applicant Deerwester reappointed and Applicant Albright
appointed.
On a motion by Commissioner Crane, seconded by Commissioner Winter, it was carried
by an all AYE voice vote of the Commissioners present that these be the rankings.
COMMISSIONERS COMMENTS -None
8. STAFF COMMENTS -Airport Manager Richey stated he would like to have a
small get together at the Sept. meeting to appreciate Commissioner Folwer for his long
tenure as an Airport Commissioner
9. AGENDA ITEMS FOR NEXT MONTH
1. Quite flying brochures
2. Airport Commission Application process
10. ADJOURNMENT
There being no further business, the meeting adjourned at 7:30 pm.
Dottie Deerwester, Vice Chair
Ken Ronk, Recording Secretazy
-.. ,
.<,,; ~,a,;,, qy ro~kbaa~:n•: C1TY OF LIHIAH 87-09-07 16:40 Pg: Sil
CITY OF UKIAM
ATION FO APP INTMENT
~~; ~_
DATE: ~ ~ ~%-1L 1 7 2067
I am applying for an sppolrrtmerttto the Clty of Uklah's Airport Commission ~ ,r~T
r-,1 ~ --. ___.___~_
1. Names ~ < YJ
/09`7 i,.~1s . ~ t $ U ~~~_
2. Residence Address ,~~~ ~ ~~
3. Business Addre ~ ~ • ~ ~ ~ us. Phone ~,~-- Z ~5
4. Employer ~~,,~,~,~,~~ Job title L~ ~Df„~l-l-Employed since
5, How long have you aes'iddd in Uklah7 ~_L years; Mendocino County? ~,3 Cali}oml8?~/
6. Please list community groups or organlzatlons you are affiliated with and list any offices held.
Please answer the followln9 qusstlons on separate sheets of paper and attach.
7. Why are you applying to serve on the Gky of Ukiah's Airport Commission?
B. What is your understanding of the purpos®, role and responsibility of the Airport Commission?
8. Mow do you believe yyour awn skills, experience, expertise and perspectives will be beneficial to the
work of the Airport Commission?
1A. wnat do you believe is the singb most important Airport related Issue facing our community, and
why?
11. In your opinion, what type of Airport programs or Airport d4evelopment should the City encourage?
12. In your opinion, whatiype of Airport programming of Airport development should the Cily disc:ouraga7
13. What kid of ideal community do you envision for UklahT
14. DO you have any known protects or conflict of interest related tp this Commission?
15. ArQ there any other Gity of Ukiah Commlttees/Commissions in which you are Interested and on which
you would be willing to serve?
Pk+su return this eppllcagon and attachments to the City Clerk by Jy~ on Wednee~av. duiv 18.
2Q07• Thank you i r Interest In serving the City of Ukiah.
Signature Date ~,_,~
City of Ukiah, urinary Avenue, Ukiah, CA 9548n~6400 Phone: 489-8213 Fax: 483204
Forma. Airport Gommisslan Appllcat40n
C ... _p _._. ~.
J (.(..-L ~ ~-'( ~ r `-~ ~ ~ C~ LLB
7. I am applying to serve on the Airport Commission because I have been
involved at the airport for over 25 years. I teamed to fly at the airport in
1981, and became a hangar tenant shortly thereafter. I have always felt
that the airport is a wonderful place, and a very valuable asset to the
communlty. I want to contribute to maximizing its value to our
communlty.
8. I am not familiar with the exact purpose, role and responsibility of the
Airport Commission as these have been defined by the City and previous
Commissions. It seems to me that these are to to set the priorities for the
airport administration, administer the budget, and guide the direction of
the airport.
9. I have been a pilot, and a tenant at the airport for over 25 years. I am
also an attorney, with knowledge of FAA rules and regulations. I am also
a business and property owner In the City of Ukiah. I believe my
experience and expertise, plus my long membership In this community will
benefit the Airport Commission. As a female pilot, with an Instrument
rating and commercial license, I bring a woman's perspective to what
might easily be taken as a man's world.
10. The single most important issue facing the airport Is that its important
role In our communlty is not understood by the communlty at large, and is
therefore misunderstood and undervalued.
11. The City should encourge programs to educate the community about
the airport, by having programs to involve the community--including
school children. The City should might encourage a restaurant operator
to open at the airport, which would bean asset to the pilot community, as
well as the City.
12. The City should discourage developers from looking at the airport as a
potential residential development site.
13. I envision a community where citizens are employed and feel safe,
and where they can raise their children with optimism and responsibility for
the future. Such a community will always have an accessible, thriving and
friendly airport, such as we already have. The airport can be a place
where children and adults act extremely responsibly and see posslbllitles
for their futures.
14. I have no known conflicts of interest.
15. I would be willing to serve on other commissions or committees.
! 1
City of Ukiah
Application for Appointment ! ~ ,j'I~
Airport Commission i 4 -
DATE.: July 17, 2007 ~~-.. ti
I am applying for an appointment to the City of lJkiah's Airport Commission
-,
~~
~ '~ 2007 ~ . / ,
~.
-- _~~~ ~ ~
__. '.'rr~{7 `,~7
1. Name: Dottie Deerwester
2. Residence Address: 417 N. Oak Street. Ukiah (not mailing address) Res. Phone: 468-8024
3. Business Address: P.O. Box 856. Ukiah Bus. Phone: 468-0273/0213 (cell: 972-5055)
a. Street: 676 S. Orchard Ave, Ukiah
4. i.?mployer:
a. Party Supplies of Ukiah .lob Title: Owner Employed since: ?000
b. Ready, Set, Go! Job Title: Owner Employed since: 1994
,. Mendocino County Office of Education/ROP
Job Title: Project Coordinator Employed since: 2000
5. How long have your resided in Ukiah'? 13 years Mendocino County: 15 years CA: 18 years
6. Please list community groups or organizations you are affiliated with and list any offices held.
a) As a member of the 82"~ Aerial Port Squadron (APS) active reserve located at Travis
AFB, CA, 1 am involved with the Booster Club and, until recently, held the office of
President.
b) Ukiah Valley Trail Group, member
c) North Coast Striders (held previous position of President), member
d) CER7", graduated with 1" Ukiah CERT class. 2006
e) Greater Ukiah Chamber of Commerce, Ambassador
f) City of Ukiah, Airport Commission, Vice-Chair
g) USATF (United States of America Track and Field), Official, LDR (Long Distance
Running)
Please answer the following questions on separate sheets of paper and attach.
Page 1 of 3
~.-~
City of Ukiah
Application for Appointment
Airport Commission
Dottie Deerwester
July 17, 2007
7. Why are you applying to serve on the City of Ukiah's Airport Commission?
1 am applying for re-appointment to serve on the Airport Commission fora 2"d
term. I have served as an Airport Commissioner for the past 3 years. Other
commissioners elected me to serve as Vice-Chair of the Commission for the past
2 years. As Vice-Chair [have provided leadership to the commission meetings in
the absence of the Chair. During my tenure as Airport Commissioner, I have
actively been involved in the discussions and issues surrounding the airport. t
wish to continue as commissioner and see projects reach fruition. I believe a
commissioner can be more effective after serving one term by applying the
knowledge and experience gained thereby providing continuity to ±hc
Commission.
8. What is your understanding of the purpose, role and responsibility of the Airport
Commission?
The Airport Commissioners serve in an advisory capacity to the City Council.
The Airport and its operations are valued as a major community resource, to
include private & charter aircraft activities and delivery services; critical role in
emergency response for fires, air ambulance, and search and rescue. Community
services are provided on site at the airport location, such as car rental services.
The Airport Commission provides a balance and different perspective to
discussions that affect the Ukiah community and the impact of the airport to the
community. The Airport Commission and commissioners also provide oversight
to the airport budget and various funding sources. Commissioners also provide
input to the airport staff to help staff see issues from the public perception.
9. How do you believe your own skills, experience, expertise, and perspectives will be
beneficial to the work of the Airport Commission?
As mentioned earlier in this application, for the past 2 years I have served as
Vice-Chair of the Airport Commission, as elected by other members of the
commission. I believe this speaks to the skills [bring to the commission -skills of
leadership and vision. As a former air traffic controller, and currently in the field
as Air Transporter with the Air Force Reserve, and not a pilot, 1 believe I bring a
different perspective to the commission. [ am also the only female on the
commission.
10. What do you believe is the single most important Airport-related issue facing
our community, and why?
[ believe the single most important issue faced by the Airport in the previous year
is the perception by the community that the airport has little value to our
community. The Airport provides many vital resources to our community. As the
community grows, the need for these resources will also grow. It is important for
the community and the airport to work together to maximize the strengths to meet
the community's needs.
Page 2 of 3
CITY OF UKIAH
APPLICATION FOR APPOINTMENT
AIRPORT COMMISSION
DATE: ~ ' / ?j (G 7
I am applying for an appointment to the City of Ukiah's Airport Commission
1.Name1A!~ l~~a~^~1~~~
2. Residence Address 1 ~ pa~c~~°~\ /~' ~s~A'~ G Res. Phone "7~ 7 - }~ ~~- C1y//
3. Business Address j ~(~ A~ ~~ft T~ Bus. Phone _7,Y/ ~ 4A~Z.' 7 ~ 2 ~>
4. Employer Er `T~~an ~~ ~~--c ~-eC~ Job title t~~-~)cV ~-/ Employed since ~~
5. How long have you resided in Ukiah? ~ years; Mendocino County?~ California?~
6. Please list coImmunity groups or organizations ou are affiliated with and list any offices he~l l.
~n1 JN T:~...11l~ ~~ _ .l ~Onr.1 ~>r~/~n.__ it ~. __.~./.. -.l _ •.l_evl //
Please answer the following questions on separate sheets of paper and attach.
7. Why~are you applying to serve on the City of Ukiah's AirpotiCommission? -t (,~~ieS A-,J C{Fa/~~
8. Whati~s your understanding of the purpose, role and responsibility of the Airport Commission?
9. How do you believe your own skills, experience, expertise and perspectives will be beneficial to the
work of the Airport Commission? `~ ~~
10. What do you believe is the single most important Airport related issue facing our community, and
why? \~`~,~_~ ~~~ t{- ~'N ~~~ fl«:~SS ~~~~' -~,.( ~J{(`Iliac 1
11. In your opinion, what type of Airport programs or Airport d4evelopment should the City encourage?
~~u3~1._
12. In your opinion, what type of Airport programming orAirport development should the City discourage?
13. What kid of ideal community do you envision for Ukiah? j~c'Ai-1~ ~ct -{c ~ v"C ~ ~JC~
14. Do you have any known projects or conflict of interest related to this Commission? 1vC
15. Are there any other City of Ukiah Committees/Commissions in which you are interested and on which
you would be willing to serve? ~ v ~ H ,~ -~ ~~; S ~ (~ ~
Please return this application and attachments to the City Clerk by Noon on Wednesday. July 18,
2007. Thank you for your interest in serving the City of Ukiah. 7
Signature~~~% ~ Date / ~~~ ~~
l
t-~ _ -
City of Ukiah, 300 Seminary Avenue, Ukiah, CA 95482-5400 Phone: 463-6213 Fax: 463-6204
Forms: Airport Commission Application
/-2
CITY OF UKIAH ~ 1J (== ~ L-= °~ ~ ~ h ~, j 1,~
APPLICATION FOR APPOINTMENT ~ ~,j 1~
AIRPORT COMMISSION i1 L'. ~ UL 1 7 200] ~' i..''~l ~
~' , :~ .J I
DATE: 7- I-O? crux ~ :a~i
C~tv u.------_.=.__
I am applying for an appointment to the City of Ukiah's Airport Commission
1. Name ~o~oUgw ~'__ H LL~L1(>~}~T
2. Residence Address j 2 `~~ u is'~ ~~rc~~ ~d. Res. Phone 7C7- 462-1 I -7~
3. Business Address 1'S73 So. ~a'k S'3~ Bus. Phone ?~? - ~~"y $u~
4. Employer Se IBS'/ boy yes, pw tier Job title Employed since
5. How long have you resided in Ukiah? Zz years; Mendocino County?ZZ California? ZZ
6. Please list community groups or or,9anizations you are affiliated with. Indicate office held?
Please answer the following questions on separate sheets of paper and attach.
7. Why are you applying to serve on the City of Ukiah's Airport Commission?
What is your understanding of the purpose, role and responsibility of the Airport Commission?
9. How do you believe your own skills, experience, expertise and perspectives will be beneficial to the
work of the Airport Commission?
10. What do you believe is the single most important Airport related issue facing our community? and
why?
11. In your opinion, what type of Airport programs or Airport development should the City encourage?
12. In your opinion, what type of Airport programming or Airport development should the City discourage?
13. What kind of ideal community do you envision for Ukiah?
14. Do you have any known projects or conflict of interest related to this Commission?
Please return this application and attachments to the City Clerk by Noon on Mondav, December 6,
2004. Thank you for your interest in serving the City of Ukiah.
Signature ~ ~-' Date ~ " ~ - U I
City of Ukiah, 300 Seminary Avenue, Ukiah, CA 95482-5400 Phone: 463-6217 Fax: 483-6204
Email: marieu(a~cityofukiah.com
Forms: Airport Commission Application
Revised: 11/15/04
z-Z
7. To help and serve an entity that I consider valuable to not only my future but to
the future of any modern community.
8. The airport commission acts in an advisory role the Ukiah City Council. It was
created to carry out the will of the city council, to help administer the policies and
guidelines established for it.
9. I believe my background in commercial banking (20+years with Savings Bank)
and the job's interaction with the local business community makes me aware of the needs
that local business require of an airport. As a private pilot who utilizes the Ukiah Airport,
I see the potential of the airport for it's own viablility as well as it's importance to the
community at large.
10. To show the airport as an integral part of the community, not an independent
entity but one that works with any and all other agencies and the community as a whole.
11. For the Airport to have a worth to a community, it must show that it's a good,
trusted partner. That it takes its responsibilities seriously and acts in a way that pleases
the City as a whole.
12. Polarization and lack of communication between it's users and the policy makers.
13. I have no personal agenda for the Ukiah community. I believe we have elected
officials that the community as chosen to set the course and direction of the City.
14. I have no known projects nor conflicts of interest related to this Commission.
'~ Itll4b36~H4 CITY OE UKIM1 Bfl-87-0799~Sb Pg~ 2/2
r.ax~ sR~nt oy
CITY OP
DATE: ~ 1 ~ I rl-~~ /
1 am apptying far an appointment to the City of Ukiah's 13emo6tion PormR Review Committ®a
1. Name ~o~~•-~ c~1Ct~T
2. Residence Address $2~ C~ P~ E5S ~yE Res. Phone (03--2 ~P~
3. Business Address Lao ~~ plw~ ST Bus. Phone 4lo"Z-~5 3~
4. t?mptoyer RAy ~Q ~`~• `N~~ Job title~rl6trJr~.~. Employed since (q~.U
5. How long have you resided in Ukiah? ~~.._ years; Mendocino County?'14)~S California?
6. Please Ifst community groups or organizations you are affiliated with and list any affiees held.
X00. M~MQ of L1Kt ~ G.U Go F ~~g:Sl°
~pR ER N1J0 t
Please answer the following questions on separate sheets of paper and attach.
7. Do you live within the Ukiah City Limits? YE 5
$. Why are you applying to serve on the City of Ukiah's Demolition Permit Review Committee?
-I'o IiFipS~F.raarllµe ~CFIe F~-ell,rrYD~'SAv~~6 Hls~~tc~SrRUCZVRes•
9. What is your understanding of the purpose, role and responsibility of the Demolitlan Permit Review
Committee? {~.v1ev-/ ,~,pQ--~cp.-r~aaS X02 ~~~1r~U~rlo~-I~To D~,"Ca~RM~~LE ~rrTHER~
M/~'Y ~Fw AC ~IS"tbldlG OR DTl-t~2, ~EASoN To hloT Au.ova .f~rnflu-Cloa-4
10. What rs your understanding or experience with the historical preservation of buiMings within the City
LimltS of Ukiah? ~S,V E R~ V ISVJ$D v AR lQU S ~ U l l.D lrKi`~ Td ~~~Z±~C11t.1 E ~J H~ t 6-te'tL
I-r-1~ f~~c~J'onltcr~-`C''FEastgtr~. To S,avs T}.t~SrS~ur-turz~
11. What type of design, architecture, bai{di~n_g, or other closely related field do you have?
~RFoRM'r7'TQJQTVRA4 C3ESt4.~1 OF QVe~DIr1G5
12. Wh t has been your involvement with the local history of the City of Ukiah?
HAVE ~ti1Sp~.cTBP MANY Ot,Qt<u STRU<-TUR.~S
13. How do you be{ieve your own skills, experience, expertise and perspectives will be beneficial to the
work of the Demotiticn Permit Review CoiTlmit#ele~Ai~PeRST~wo`fhE VARlous T`t'PirS o~
t~i~wla[aSTa.ucyvResBur~-c lw
14. Are there any other City of Ukiah Committees/Commissions in which you are interested, and on
which you would be willing to serve? ~{pT Ar TH19 TI r'l E
Please return this application and attaehmonts to the Cittyy Clerk by o n on Thursday. August 9.
2007. Thank you for your interest in serving the City of Ukiah.
Signature ~ fN'~ Date ~~~ I ~d~
City of Ukiah, 300 Seminary Avenue> Ukiah, CA 115482-6400 phone: 483.6213 Foul: 4B3-6204
Forms: pemolftion Permit Ravlew Committee Application 2007
Attucl ~mcnt #
RESOLUTION NO. 2007-
RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF UKIAH MAKING APPOINTMENTS TO THE
AIRPORT COMMISSION AND DEMOLITION COMMITTEE
WHEREAS, the annual expiration of terms forAirport Commission occurred on June
30, 2007; and the Demolition committee has an unexpired term to fill; and
WHEREAS, the vacancies were duly advertised until the close of applications on
July 18, and August 9, respectively, with submitted applications timely received and
submitted to Council for consideration: and
WHEREAS, four applications were received for Airport Commission, and one
application received for Demolition committee;
NOW, THEREFORE, BE IT RESOLVED, that the Ukiah City Council approved the
nominations submitted per procedures outlined in Resolution No. 2001-61, and do hereby
appoint the following persons to terms on the following Commission and Committee:
AIRPORT COMMISSION:
AND
DEMOLITION COMMITTEE:
PASSED AND ADOPTED this 15th day of August, 2007, by the following roll call
vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Mari Rodin, Mayor
ATTEST:
Linda C. Brown, Deputy City Clerk
ITEM NO: lob
MEETING DATE: August 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: INTERVIEWS OF, AND APPOINTMENT OF CITY RESIDENT
LANDOWNER TO THE AD HOC COMMITTEE STUDYING INTEGRATION
OF FIRE PROTECTION SERVICES.
At the regular City Council Meeting of July 18, 2007 the City Council approved the formation of a
joint ad hoc committee with the Ukiah Valley Fire District to study the integration of fire protection
services. As a part of the approval of the committee formation, the Council approved the
membership, which included a resident landowner of the city. In anticipation of interviews being
conducted at the August 15, 2007 Council meeting, a news release was issued on July 19, 2007
soliciting applicants. After a limited response to the first release, the filing period was extended to
August 13, 2007 and the press release was reissued on August 8, 2007.
Interviews for the city resident landowner representative are scheduled for upon completion of the
RDA Public Hearing on August 15, 2007, immediately prior to the normally scheduled regular
meeting of the Ukiah City Council.
RECOMMENDED ACTION: 1) Interview applicants, and 2) make an appointment to
the ad hoc committee studying integration of fire protection services.
ALTERNATIVE COUNCIL OPTIONS: Direct staff to re-advertise the vacancy and
reschedule interviews accordingly.
Citizens Advised: n/a
Requested by: Ukiah City Council
Prepared by: Tony Clarabut, Fire Chief
Coordinated with: Candace Horsley, City Mgr and Linda Brown Acting City Clerk
Attachments: Applications to be provided immediately after the close of the filing
period at noon on Au~c . 13, 2007.
Approved: `-~~ ~1s~4.-~.-,
Candace Horsley, pity Manager
ITEM NO. 10c
DATE: AUGUST 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: AUTHORIZE THE CITY MANAGER TO NEGOTIATE A REVISED SCOPE OF WORK
AND TO EXECUTE A CONSULTANT SERVICE AGREEMENT WITH WINZLER AND
KELLY FOR THE PREPARATION OF A SEWER SYSTEM MANAGEMENT PLAN
WITH COMPENSATION PROVISIONS THAT INCLUDE TIME AND EXPENSE
PROVISIONS THAT DO NOT EXCEED A MAXIMUM COMPENSATION OF
$284,000.
SUMMARY: Submitted for the City Council's consideration and approval is the Consultant
Selection Committee's recommendation that the City Manager be authorized to negotiate
revisions to the cost proposal submitted by Winzler and Kelly for a reduced scope of work with
corresponding reduction in fee allowances so as the cost of the Work of the Sewer System
Management Plan (SSMP) which is to be completed in the first year of a multiple year endeavor
would be more closely inline with this years budget allowance of $100,000. The Committee is
recommending that the City Manager be authorized to negotiate and execute a Service
Agreement containing a revised scope of work with compensation provisions that are based on
time and expense basis not to exceed a guaranteed maximum cost of $284,000.
(Continued on page 2)
RECOMMENDED ACTION: Authorize the City Manager to negotiate and execute a Consultant
Service Agreement with Winzler and Kelly containing a revised scope of work with
compensation provisions that are based on a time and expense basis not to exceed a
guaranteed maximum cost of $284,000 for the preparation of the SSMP.
ALTERNATIVE COUNCIL POLICY OPTION: Provide other direction to Staff
Requested by: Consultant Selection Committee
Prepared by: Rick Kennedy, Project Manager
Coordinated with: Candace Horsley, City Manager
Attachments: 1. Labor Effort and Cost Comparison Table
2. Consultant Evaluation Sheet
APPROVED:
Candace Horsley, City anager
Page 1
August 15, 2007
AUTHORIZE THE CITY MANAGER TO NEGOTIATE A REVISED SCOPE OF WORK AND TO EXECUTE A CONSULTANT SERVICE
AGREEMENT WITH WINZER AND KELLY FOR THE PREPARATION OF A SEWER SYSTEM MANAGEMENT PLAN WITH COMPENSATION
PROVISIONS THAT INCLUDE TIME AND EXPENSE PROVISIONS THAT DO NOT TO EXCEED A MAXIMUM COMPENSATION OF $284,000.
The reduced scope of work would exclude the major portion of the requested capacity analysis of
the sewer collection system which has an estimated cost of $231,000 and approximately $15,000
from the task for Meetings and Presentations. The committee is recommending that staff
continue to investigate how the District and City can reduce the costs associated with the needed
capacity analysis of the collection system but still guarantee efficiency and reliability in the
analysis model to be acquired as well as insure that the model is properly calibrated to the
existing system. The Committee has conducted a conference call interview with Winzler and
Kelly's proposed Project Manager and he accepts the Committee's recommendation and has
concurred that alternative measures can be taken to reduce the future cost of the needed system
capacity analysis. The Committee's recommendation will be presented to the Ukiah Valley
Sanitation District Board of Directors on August 10, 2007 requesting their approval to submit their
concurrence with the Committee's recommendation to the Ukiah City Council. Their action will be
verbally presented to the City Council.
BACKGROUND: In response to the Request for Proposals (RFP) for the preparation of a SSMP,
staff received cost proposals from three qualified Consultants prior to the deadline established for
the receipt of the proposals of August 6, 2007, 5:00 p.m. Cost proposals were received from the
following Engineering Consultants:
Carollo Engineers, Walnut Creek Office
Winzler and Kelly, Santa Rosa Office
Metcalf and Eddy, San Francisco Office
The fee allowances, maximum total compensation, and labor effort for each task presented in the
cost proposals received are presented in the attached table entitled "Labor Effort and Cost
Comparison".
The Consultant Section Committee consisting of Paul Cayler (Deputy CEO), Ann Burck (Water
Sewer Utilities Project Engineer), and Rick Kennedy (Public Works Project Manager) reviewed
and evaluated the cost proposals and consulted with each other during the last three days. Ann
Burck checked references that were provided in the proposals. Based on its review and
evaluation, the Committee agreed unanimously that the level of effort included in the majority of
the tasks required by the Scope of Work stipulated in the RFP and the Consultant Project Team
proposed in the Winzler and Kelly Proposal best meets the needs of the District and the City. An
Evaluation Summary prepared by Ann Burck is attached.
Carollo Engineers proposed a Project Team which the Committee felt lacked the experience level
that the Committee was looking for and it appeared, based on the information contained in the
proposal, that the team's current work load was too great to allow them to provide sufficient
attention to the City's and District's needs at this time. The Proposal indicated that the proposed
Project Manager was involved in six (6) projects involving the production of SSMPs for other
public agencies of which five (5) were still in progress.
The Committee was impressed with the proposed Project Team presented in the Metcalf and
Eddy proposal. The proposal presented a "Basic Plan" that would meet the minimum
requirements of the State and a "Desired Plan" which addressed the scope of work stipulated in
the RFP. The cost differences between the two plans were significant and the Committee
believed that the level of effort proposed in work tasks for the Goals, Organization, Legal
2
Authority, Audits, and Communication SSMP elements in both pans were not sufficient for the
needs of the City and District.
In recognition that the proposed maximum compensation in the Winzler and Kelly proposal that
addressed the Scope of Work stipulated in the RFP exceeded the amount of budgeted funds for
the current year, the Committee formulated a strategy whereby the two most costly work tasks
could be modified to reduce the immediate cost of the SSMP and, at the same time, permit staff
to work with the Consultant to seek measures and means that could be implemented for the
purpose of reducing the cost attributable to the system capacity analysis. As an example, as the
Consultant works with staff during the preparation of the SSMP, it may be discovered that a flow
monitoring program budgeted at $95,000 may not be needed; this determination would be based
on the sufficiency of existing raw data collected by others and the level of detail contained in the
City's GIS program. This strategy was discussed with Winzler and Kelly's proposed Project
Manager and he agreed that cost savings could be obtained and he would accept a reduced
scope of work. The Committee recommends that the cost allowance of $231,370 for the System
Evaluation and Capacity Analysis work task be reduced to $35,000 to permit the level of effort
needed to perform a system evaluation that the State requires for the SSMP and that the cost
allowance for General Administration and Meetings work task be reduced from $92,920 to
$77,920 for a total reduction of $211,370 from the total fee allowance of $495,194. The
preparation of the SSMP will occur over a two and one half (2'/~) year period, and the current
budget level of $100,000 for the 07/08 Fiscal Year will cover most of the SSMP expenses to be
incurred the first year.
The Committee recommends that the City Manager be authorized to negotiate and execute a
Consultant Service Agreement with Winzler and Kelly containing a reduced Scope of Work and
corresponding maximum fee amount of $284,000 as described herein. Upon conclusion of the
System Analysis portion of the SSMP, staff would return to the District Board and City Council
with the approximate cost for a System Capacity Analysis meeting the needs of the City and
District and for the approval to proceed. At that time, the District Board and the City Council
would decide if the work of the System Capacity Analysis would be added to the SSMP
Consultant Agreement or if an RFP seeking the services would be appropriate.
3
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9
ATTACHMENT oZ
Consultant Project Staffing
Years of
Exoedence # Hours % Time Task
Winzler& Ted Whiton, P.E. 20 348 18% Project Manager
Kelly Rod Houser, P.E. 15 288 15 % Task Leader for System Condition, Capacity 8 the CIP
Toni Bertolero, P.E. 25 200 10 % Task Leader for System Operational Practices
Mary Grace Pawson, P.E. 20 200 10 % Task Leader for Public Policy Communication and Outreach
Dave Coleman, P.E. 25 26 1 % Quality
Adam Fisher 7 354 18% GIS 8 Support for Systems Conditions, Capacity 8 the CIP
Cristina Goulart 10 265 14 % Support (or System Operational Practices and Public Policy, Communication 8 Outreach
Brian Bacciarini 265 14°/ Support (or System Operational Practices
TaGI 122 1946 100 % '
Metcalf & David Wood, P.E. 19 16 0.4% Principal-in-Charge
Eddy David Bingham, P.E. 30 35 0.9 % Technical Advisor, OA/OC
Derrick Wong, P.E. 15 500 12.6% Project Manager
Jason Chen, E.I.T. 10 1,252 31.6 % Project Engineer & Overflow Emergency Response Plan
Eric Zagol, P.E. 10 576 14.5% Hydraulic Modeling -System Evaluation 8 Capacity Assessment Plan
Animesh Irkulla 4 880 22.2 % Hydraulic Modeling -System Evaluation & Capacity Assessment Plan
Dan Seidel, P.E. 35 12 0.3 % Design & Performance Provisions
Nader Gorji, P.E. 9 40 1.0 % Design & Performance Provisions
Mays Abid Rabbu 1 60 1.5 % Overflow Emergency Response Plan
Geoffrey Grant, P.E. 10 280 7.1 % Sewer Assessment &CIP
Mary Martis 10 40 1.0 % FOG Program
Christine Uy, P.E. 8 20 0.5% GIS
Lloyd Pound 30 48 1.2% GIS
(Bartle Wells) Doug Dove, CIPFA, P.E. 18 200 5.1 % Finanacial Plan
Total 209 3,959 100%
Corollo Lou Carella, P.E., PMP 27 37 3% Partner-in-Charge
Bob Gillette, P.E. 36 8 1 % Technical Review
Shawn Dent, P.E. 18 8 1 % Technical Review
Tommy Greci, E.I.T. 7 256 19 % Project Manager
Cynthia Cano, E.I.T. 5 594 44 % Project Engineer
Debra Dunn 6 319 24 % Model Creation/GIS Analyst
Penny Cado i6 28 2% Legal Authority
John Johnson 45 86 6 % Financial Planning
(V8A Eng.) Kevin Krajewski, P.E. Flow Monitoring
160 1336 100%
Att..:a~ment # ~~-
Page I
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10611 (2007)
§ 10611. Definitions to govern construction
Unless the context otherwise requires, the definitions of this chapter govern the construction of
this part.
HISTORY:
Added Stats 1983 ch 1009 § 1.
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
Cal Wat Code § L061 L5
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10611.5 (2007)
§ 10611.5. "Demand management"
Page 2
"Demand management" means those water conservation measures, programs, and incentives
that prevent the waste of water and promote the reasonable and efficient use and reuse of available
supplies.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 3 (SB 1011).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10612 (2007)
§ 10612. "Customer"
"Customer" means a purchaser of water from a water supplier who uses the water for municipal
purposes, including residential, commercial, governmental, and industrial uses.
HISTORY:
Added Stats 1983 ch 1009 § 1.
Cal Wat Code § 10613
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Page 3
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal IVat Code § 10613 (2007)
§ 10613. "Efficient use"
"Efficient use" means those management measures that result in the most effective use of water
so as to prevent its waste or unreasonable use or unreasonable method of use.
HISTORY:
Added Stats 1983 ch 1009 § 1.
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
Cal Wat Code § 10614
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10614 (2007)
§ 10614. "Person"
"Person" means any individual, firm, association, organization, partnership, business, trust,
corporation, company, public agency, or any agency of such an entity.
HISTORY:
Added Stats 1983 ch 1009 § 1.
6 of 26 DOCUMENTS
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*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 1061 S (2007)
§ 10615. "Plan"
"Plan" means an urban water management plan prepared pursuant to this part. A plan shall
describe and evaluate sources of supply, reasonable and practical efficient uses, reclamation and
demand management activities. The components of the plan may vary according to an individual
community or area' s characteristics and its capabilities to efficiently use and conserve water. The
plan shall address measures for residential, commercial, governmental, and industrial water demand
management as set forth in Article 2 (commencing with Section 10630) of Chapter 3. In addition, a
strategy and time schedule for implementation shall be included in the plan.
HISTORY:
Cal Wat Code § 10615
Page 5
Added Stats 1983 ch 1009 § 1. Amended Stats 1991 ch 938 § 1 (AB 1869); Stats 1995 ch 854 §
4 (SB 1011).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10616 (2007)
§ 10616. "Public agency"
"Public agency" means any board, commission, county, city and county, city, regional agency,
district, or other public entity.
HISTORY:
Added Stats 1983 ch 1009 § 1.
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WATER CODE
Cal Wat Code § 10616.5
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10616.5 (2007)
§ 10616.5. "Recycled water"
"Recycled water" means the reclamation and reuse of wastewater for beneficial use.
HISTORY:
Added Stats 1995 ch 854 § 5 (SB 1011).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Par[ 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,~ 10617 (2007)
§ 10617. "Urban water supplier"
"Urban water supplier" means a supplier, either publicly or privately owned, providing water for
municipal purposes either directly or indirectly to more than 3,000 customers or supplying more
than 3,000 acre-feet of water annually. An urban water supplier includes a supplier or contractor for
water, regardless of the basis of right, which distributes or sells for ultimate resale to customers.
This part applies only to water supplied from public water systems subject to Chapter 4
(commencing with Section 116275) of Part 12 of Division 104 of the Health and Safety Code.
Cal Wat Code § 10617
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1996 ch 1023 § 428 (SB 1497), effective
September 29, 1996.
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Page 7
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 1. General Provisions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10620 (2007)
§ 10620. Mandatory adoption of urban water management plan
(a) Every urban water supplier shall prepare and adopt an urban water management plan in the
manner set forth in Article 3 (commencing with Section 10640).
(b) Every person that becomes an urban water supplier shall adopt an urban water management
plan within one year after it has become an urban water supplier.
(c) An urban water supplier indirectly providing water shall not include planning elements in its
water management plan as provided in Article 2 (commencing with Section 10630) that would be
applicable to urban water suppliers or public agencies directly providing water, or to their
customers, without the consent of those suppliers or public agencies.
(d)
(1) An urban water supplier may satisfy the requirements of this part by participation in
areawide, regional, watershed, or basinwide urban water management planning where those plans
will reduce preparation costs and contribute to the achievement of conservation and efficient water
use.
Cal Wat Code § 10620
Page 8
(2) Each urban water supplier shall coordinate the preparation of its plan with other appropriate
agencies in the area, including other water suppliers that share a common source, water
management agencies, and relevant public agencies, to the extent practicable.
(e) The urban water supplier may prepaze the plan with its own staff, by contract, or in
cooperation with other governmental agencies.
(f) An urban water supplier shall describe in the plan water management tools and options used
by that entity that will maximize resources and minimize the need to import water from other
regions.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1st Ex Sess 1991-92 ch 13 § 1 (AB 11X),
effective March 1, 1993; Stats 1995 ch 854 § 6 (SB 1011); Stats 2001 ch 320 § 3 (SB 672).
11 of 26 DOCUMENTS
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 1. General Provisions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal YYat Code § 10621 (2007)
§ 10621. Periodic plan update
(a) Each urban water supplier shall update its plan at least once every five years on or before
December 31, in yeazs ending in five and zero.
(b) Every urban water supplier required to prepare a plan pursuant to this part shall notify any
city or county within which the supplier provides water supplies that the urban water supplier will
be reviewing the plan and considering amendments or changes to the plan. The urban water supplier
may consult with, and obtain comments from, any city or county that receives notice pursuant to
this subdivision.
Cal Wat Code § 10621
Page 9
(c) The amendments to, or changes in, the plan shall be adopted and filed in the manner set forth
in Article 3 (commencing with Section 10640).
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1991 ch 938 § 2 (AB 1869); Stats 1st Ex Sess
1991-92 ch 13 § 2 (AB 11X), effective March 1, 1993; Stats 1995 ch 854 § 7 (SB 1011); Stats 2000
ch 297 § 1 (AB 2552).
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODE5 ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10630 (2007)
§ 10630. Level of planning
It is the intention of the Legislature, in enacting this part, to permit levels of water management
planning commensurate with the numbers of customers served and the volume of water supplied.
HISTORY:
Added Stats 1983 ch 1009 § 1.
13 of 26 DOCUMENTS
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Cal Wat Code § 10631
All rights reserved.
Page 10
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10631 (2007)
§ 10631. Elements contained in plan
A plan shall be adopted in accordance with this chapter and shall do all of the following
(a) Describe the service area of the supplier, including current and projected population,
climate, and other demographic factors affecting the supplier's water management planning. The
projected population estimates shall be based upon data from the state, regional, or local service
agency population projections within the service area of the urban water supplier and shall be in
five-year increments to 20 years or as far as data is available.
(b) Identify and quantify, to the extent practicable, the existing and planned sources of water
available to the supplier over the same five-year increments described in subdivision (a). If
groundwater is identified as an existing or planned source of water available to the supplier, all of
the following information shall be included in the plan:
(1) A copy of any groundwater management plan adopted by the urban water supplier,
including plans adopted pursuant to Part 2.75 (commencing with Section 10750), or any other
specific authorization for groundwater management.
(2) A description of any groundwater basin or basins from which the urban water supplier
pumps groundwater. For those basins for which a court or the board has adjudicated the rights to
pump groundwater, a copy of the order or decree adopted by the court or the board and a description
of the amount of groundwater the urban water supplier has the legal right to pump under the order
or decree. For basins that have not been adjudicated, information as to whether the department has
identified the basin or basins as overdrafted or has projected that the basin will become overdrafted
if present management conditions continue, in the most current official departmental bulletin that
characterizes the condition of the groundwater basin, and a detailed description of the efforts being
undertaken by the urban water supplier to eliminate the long-term overdraft condition.
(3) A detailed description and analysis of the location, amount, and sufficiency of
groundwater pumped by the urban water supplier for the past five years. The description and
analysis shall be based on information that is reasonably available, including, but not limited to,
historic use records.
Cal Wat Code § 10631
Page 1 I
(4) A detailed description and analysis of the amount and location of groundwater that is
projected to be pumped by the urban water supplier. The description and analysis shall be based on
information that is reasonably available, including, but not limited to, historic use records.
(c)
(1) Describe the reliability of the water supply and vulnerability to seasonal or climatic
shortage, to the extent practicable, and provide data for each of the following:
(A) An average water year.
(B) A single dry water year.
(C) Multiple dry water years.
(2) For any water source that may not be available at a consistent level of use, given specific
legal, environmental, water quality, or climatic factors, describe plans to supplement or replace that
source with alternative sources or water demand management measures, to the extent practicable.
(d) Describe the opportunities for exchanges or transfers of water on a short-term or long-term
basis.
(e)
(1) Quantify, to the extent records are available, past and current water use, over the same
five-year increments described in subdivision (a), and projected water use, identifying the uses
among water use sectors, including, but not necessarily limited to, all of the following uses:
(A) Single-family residential.
(B) Multifamily.
(C) Commercial.
(D) Industrial.
(E) Institutional and governmental.
(F) Landscape.
(G) Sales to other agencies.
(H) Saline water intrusion barriers, groundwater recharge, or conjunctive use, or any
combination thereof.
(I) Agricultural.
(2) The water use projections shall be in the same five-year increments described in
subdivision (a).
(f) Provide a description of the supplier's water demand management measures. This
description shall include all of the following:
(I) A description of each water demand management measure that is currently being
implemented, or scheduled for implementation, including the steps necessary to implement any
proposed measures, including, but not limited to, all of the following:
Cal Wat Code § 10631
(A) Water survey programs for single-family residential and multifamily residential
customers.
(B) Residential plumbing retrofit.
(C) System water audits, leak detection, and repair.
(D) Metering with commodity rates for all new connections and retrofit of existing
connections.
(E) Large landscape conservation programs and incentives.
(F) High-efficiency washing machine rebate programs.
(G) Public information programs.
(H) School education programs.
(I) Conservation programs for commercial, industrial, and institutional accounts.
(J) Wholesale agency programs.
(K) Conservation pricing.
(L) Water conservation coordinator.
(M) Water waste prohibition.
(N) Residential ultra-low-flush toilet replacement programs.
Page 12
(2) A schedule of implementation for all water demand management measures proposed or
described in the plan.
(3) A description of the methods, if any, that the supplier will use to evaluate the effectiveness
of water demand management measures implemented or described under the plan.
(4) An estimate, if available, of existing conservation savings on water use within the
supplier's service area, and the effect of the savings on the supplier's ability to further reduce
demand.
(g) An evaluation of each water demand management measure listed in paragraph (1) of
subdivision (f) that is not currently being implemented or scheduled for implementation. In the
course of the evaluation, first consideration shall be given to water demand management measures,
or combination of measures, that offer lower incremental costs than expanded or additional water
supplies. This evaluation shall do all of the following:
(1) Take into account economic and noneconomic factors, including environmental, social,
health, customer impact, and technological factors.
(2) Include acost-benefit analysis, identifying total benefits and total costs.
(3) Include a description of funding available to implement any planned water supply project
that would provide water at a higher unit cost.
(4) Include a description of the water supplier's legal authority to implement the measure and
efforts to work with other relevant agencies to ensure the implementation of the measure and to
share the cost of implementation.
Cal Wat Code § 10631
Page 13
(h) Include a description of all water supply projects and water supply programs that may be
undertaken by the urban water supplier to meet the total projected water use as established pursuant
to subdivision (a) of Section 10635. The urban water supplier shall include a detailed description of
expected future projects and programs, other than the demand management programs identified
pursuant to paragraph (1) of subdivision (f), that the urban water supplier may implement to
increase the amount of the water supply available to the urban water supplier in average, single-dry,
and multiple-dry water years. The description shall identify specific projects and include a
description of the increase in water supply that is expected to be available from each project. The
description shall include an estimate with regard to the implementation timeline for each project or
program.
(i) Describe the opportunities for development of desalinated water, including, but not limited
to, ocean water, brackish water, and groundwater, as a long-term supply.
(j) Urban water suppliers that are members of the California Urban Water Conservation
Council and submit annual reports to that council in accordance with the "Memorandum of
Understanding Regarding Urban Water Conservation in Califomia," dated September 1991, may
submit the annual reports identifying water demand management measures currently being
implemented, or scheduled for implementation, to satisfy the requirements of subdivisions (f) and
(g)~
(k) Urban water suppliers that rely upon a wholesale agency for a source of water shall provide
the wholesale agency with water use projections from that agency for that source of water in five-
yearincrements to 20 years or as far as data is available. The wholesale agency shall provide
information to the urban water supplier for inclusion in the urban water supplier's plan that
identifies and quantifies, to the extent practicable, the existing and planned sources of water as
required by subdivision (b), available from the wholesale agency to the urban water supplier over
the same five-year increments, and during various water-year types in accordance with subdivision
(c). An urban water supplier may rely upon water supply information provided by the wholesale
agency in fulfilling the plan informational requirements of subdivisions (b) and (c).
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1990 ch 355 § 1 (AB 2661); Stats 1991 ch 938 §
3 (AB 1869); Stats 1st Ex Sess 1991-92 ch 13 § 3 (AB 11X), effective Mazch 1, 1993; Stats 1993 ch
589 § 189 (AB 2211) (ch 720 prevails), ch 720 § 1 (AB 892); Stats 1994 ch 366 § 1 (AB 2853);
Stats 1995 ch 28 § 13 (AB 1247), ch 854 § 8 (SB 1011); Stats 2000 ch 712 § 1 (SB 553), effective
September 27, 2000; Stats 2001 ch 643 § 3 (SB 610), ch 644 § 2.5 (AB 901) (ch 644 prevails); Stats
2002 ch 664 § 226 (AB 3034), ch 969 § 4 (SB 1384), effective September 27, 2002. Amended Stats
2004 ch 688 § 1 (SB 318); Stats 2006 ch 538 § 671 (SB 1852), effective January 1, 2007.
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Cal Wat Code § 10631.1
All rights reserved.
Page 14
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ~¢ 10631.1 (2007)
§ 10631.1. Inclusion of projected water use for low-income housing; Legislative intent
(a) The water use projections required by Section 10631 shall include projected water use for
single-family and multifamily residential housing needed for lower income households, as defined
in Section 50079. S of the Health and Safety Code, as identified in the housing element of any city,
county, or city and county in the service area of the supplier.
(b) It is the intent of the Legislature that the identification of projected water use for single-
family and multifamily residential housing for lower income households will assist a supplier in
complying with the requirement under Section 65589.7 of the Government Code to grant a priority
for the provision of service to housing units affordable to lower income households.
HISTORY:
Added Stats 2005 ch 727 § 2 (SB 1087), effective January 1, 2006.
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
_ _ _
Cal Wat Code § 10631.5
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10631.5 (2007)
Page 15
§ 10631.5. Consideration of implementation or scheduled implementaion of water demand
management activities
The department shall take into consideration whether the urban water supplier is implementing
or scheduled for implementation, the water demand management activities that the urban water
supplier identified in its urban water management plan, pursuant to Section 10631, in evaluating
applications for grants and loans made available pursuant to Section 79163. The urban water
supplier may submit to the department copies of its annual reports and other relevant documents to
assist the department in determining whether the urban water supplier is implementing or
scheduling the implementation of water demand management activities.
HISTORY:
Added Stats 2002 ch 321 § 1 (SB 1348).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10632 (2007)
§ 10632. Elements of urban water shortage contingency analysis
Cal Wat Code § 10632
Page 16
The plan shall provide an urban water shortage contingency analysis which includes each of the
following elements which aze within the authority of the urban water supplier:
(a) Stages of action to be undertaken by the urban water supplier in response to water supply
shortages, including up to a 50 percent reduction in water supply, and an outline of specific water
supply conditions which are applicable to each stage.
(b) An estimate of the minimum water supply available during each of the next three water
years based on the driest three-yeaz historic sequence for the agency's water supply.
(c) Actions to be undertaken by the urban water supplier to prepare for, and implement during,
a catastrophic interruption of water supplies including, but not limited to, a regional power outage,
an earthquake, or other disaster.
(d) Additional, mandatory prohibitions against specific water use practices during water
shortages, including, but not limited to, prohibiting the use of potable water for street cleaning.
(e) Consumption reduction methods in the most restrictive stages. Each urban water supplier
may use any type of consumption reduction methods in its water shortage contingency analysis that
would reduce water use, are appropriate for its area, and have the ability to achieve a water use
reduction consistent with up to a 50 percent reduction in water supply.
(Ij Penalties or charges for excessive use, where applicable.
(g) An analysis of the impacts of each of the actions and conditions described in subdivisions
(a) to (f), inclusive, on the revenues and expenditures of the urban water supplier, and proposed
measures to overcome those impacts, such as the development of reserves and rate adjustments.
(h) A draft water shortage contingency resolution or ordinance.
(i) A mechanism for determining actual reductions in water use pursuant to the urban water
shortage contingency analysis.
HISTORY:
Added Stats 1983 ch 1009 § I. Amended Stats 1990 ch 355 § 2 (AB 2661); Stats 1994 ch 366 §
2 (AB 2853); Stats 1995 ch 854 § 9 (SB 1011).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Cal Wat Code § 10633
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10633 (2007)
Page 17
§ 10633. Information on recycled water; Coordination with designated agencies; Contents of
plan
The plan shall provide, to the extent available, information on recycled water and its potential
for use as a water source in the service azea of the urban water supplier. The preparation of the plan
shall be coordinated with local water, wastewater, groundwater, and planning agencies that operate
within the supplier's service area, and shall include all of the following:
(a) A description of the wastewater collection and treatment systems in the supplier's service
area, including a quantification of the amount of wastewater collected and treated and the methods
of wastewater disposal.
(b) A description of the quantity of treated wastewater that meets recycled water standazds, is
being discharged, and is otherwise available for use in a recycled water project.
(c) A description of the recycled water currently being used in the supplier's service azea,
including, but not limited to, the type, place, and quantity of use.
(d) A description and quantification of the potential uses of recycled water, including, but not
limited to, agricultural irrigation, landscape irrigation, wildlife habitat enhancement, wetlands,
industrial reuse, groundwater recharge, and other appropriate uses, and a determination with regard
to the technical and economic feasibility of serving those uses.
(e) The projected use of recycled water within the supplier's service area at the end of 5, 10, 15;
and 20 years, and a description of the actual use of recycled water in comparison to uses previously
projected pursuant to this subdivision.
(f) A description of actions, including financial incentives, which may be taken to encourage
the use of recycled water, and the projected results of these actions in terms of acre-feet of recycled
water used per year.
(g) A plan for optimizing the use of recycled water in the supplier's service azea, including
actions to facilitate the installation of dual distribution systems, to promote recirculating uses, to
facilitate the increased use of treated wastewater that meets recycled water standazds, and to
overcome any obstacles to achieving that increased use.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 10 (SB 1011); Stats 2002 ch 261 §
3 (SB 1518).
Cal Wat Code § 10634
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*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ~ 10634 (2007)
§ 10634. Included plan information
The plan shall include information, to the extent practicable, relating to the quality of existing
sources of water available to the supplier over the same five-year increments as described in
subdivision (a) of Section 10631, and the manner in which water quality affects water management
strategies and supply reliability.
HISTORY:
Added Stats 2001 ch 644 § 3 (AB 901).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Cal Wat Code Div. 6, Pt. 2.6, Ch. 3, Art. 2.5 Note
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2.5. Water Service Reliability
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code Div. 6, Pt. 2.6, Ch. 3, Art. 2.5 Note (2007)
Div. 6, Pt. 2.6, Ch. 3, Art. 2.5 Note
HISTORY:
[Added Stats 1995 ch 330 § 2, ch 854 § 11.]
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*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170. APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2.5. Water Service Reliability
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10635 (2007)
§ 10635. Assessment of water service reliability; Provision of plan; Construction of article
(a) Every urban water supplier shall include, as part of its urban water management plan, an
assessment of the reliability of its water service to its customers during normal, dry, and multiple
dry water years. This water supply and demand assessment shall compare the total water supply
sources available to the water supplier with the total projected water use over the next 20 years, in
five-year increments, for a normal water year, a single dry water year, and multiple dry water years.
The water service reliability assessment shall be based upon the information compiled pursuant to
Section 10631, including available data from state, regional, or local agency population projections
within the service area of the urban water supplier.
Cal Wat Code § 10635
Page 20
(b) The urban water supplier shall provide that portion of its urban water management plan
prepared pursuant to this article to any city or county within which it provides water supplies no
later than 60 days after the submission of its urban water management plan.
(c) Nothing in this article is intended to create a right or entitlement to water service or any
specific level of water service.
(d) Nothing in this article is intended to change existing law concerning an urban water
supplier's obligation to provide water service to its existing customers or to any potential future
customers.
HISTORY:
Added Stats 1995 ch 330 § 2 (AB 1845), ch 854 § 11 (SB 1011). Amended Stats 1996 ch 124 §
152 (AB 3470).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Pans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10640 (2007)
§ 10640. Requirements for plan adoption
Every urban water supplier required to prepare a plan pursuant to this part shall prepare its plan
pursuant to Article 2 (commencing with Section 10630).
The supplier shall likewise periodically review the plan as required by Section 10621, and any
amendments or changes required as a result of that review shall be adopted pursuant to this article.
HISTORY:
Cal Wat Code § 10640
Added Stats 1983 ch 1009 § 1.
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10641 (2007)
§ 10641. Use of consultants and experts
An urban water supplier required to prepare a plan may consult with, and obtain comments
from, any public agency or state agency or any person who has special expertise with respect to
water demand management methods and techniques.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 12 (SB 1011).
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Cal Wat Code § 10642
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10642 (2007)
§ 10642. Involvement of diverse population; Public inspection; Hearing
Page 22
Each urban water supplier shall encourage the active involvement of diverse social, cultural, and
economic elements of the population within the service area prior to and during the preparation of
the plan. Prior to adopting a plan, the urban water supplier shall make the plan available for public
inspection and shall hold a public hearing thereon. Prior to the hearing, notice of the time and place
of hearing shall be published within the jurisdiction of the publicly owned water supplier pursuant
to Section 6066 of the Government Code. The urban water supplier shall provide notice of the time
and place of hearing to any city or county within which the supplier provides water supplies. A
privately owned water supplier shall provide an equivalent notice within its service area. After the
hearing, the plan shall be adopted as prepared or as modified after the hearing.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 13 (SB 1011). Amended Stats
2000 ch 297 § 2 (AB 2552).
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10643
Cal Wat Code § 10643 (2007)
§ 10643. Implementation of plan
Page 23
An urban water supplier shall implement its plan adopted pursuant to this chapter in accordance
with the schedule set forth in its plan.
HISTORY:
Added Stats 1983 ch 1009 § 1.
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10644 (2007)
§ 10644. Submission of plan; Report to Legislature
(a) An urban water supplier shall submit to the department, the California State Librazy, and any
city or county within which the supplier provides water supplies a copy of its plan no later than 30
days after adoption. Copies of amendments or changes to the plans shall be submitted to the
department, the California State Librazy, and any city or county within which the supplier provides
water supplies within 30 days after adoption.
(b) The department shall prepaze and submit to the Legislature, on or before December 31, in
the years ending in six and one, a report summarizing the status of the plans adopted pursuant to this
part. The report prepared by the department shall identify the outstanding elements of the individual
plans. The department shall provide a copy of the report to each urban water supplier that has
Cal Wat Code § 10644
Page 24
submitted its plan to the department. The department shall also prepare reports and provide data for
any legislative hearings designed to consider the effectiveness of plans submitted pursuant to this
part.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1990 ch 355 § 3 (AB 2661); Stats 1992 ch 711 §
127 (AB 2874), effective September 14, 1992; Stats 1995 ch 854 § 14 (SB 1011); Stats 2000 ch 297
§ 3 (AB 2552); Stats 2004 ch 497 § 5 (AB 105), effective September 14, 2004.
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10645 (2007)
§ 10645. Availability of plan for public review
Not later than 30 days afrer filing a copy of its plan with the department, the urban water
supplier and the department shall make the plan available for public review during normal business
hours.
HISTORY:
Added Stats 1990 ch 355 § 4 (AB 2661).
ITEM NO: _ ioa
MEETING DATE: August 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: NOTICE OF CIRCULATION OF DRAFT URBAN WATER MANAGEMENT
PLAN UPDATE FOR COMMENT
The draft Urban Water Management Plan update is being circulated to numerous public
agencies for comment and is submitted to the Council at this time to provide three
weeks of review before discussion at the next Council meeting of September 5, 2007. It
is agendized at this meeting to answer any questions the Council may have regarding
the process.
SUMMARY: Because the City operates a water system with more than 3000 service
connections, it is required to adopt and update every five years an urban water
management plan. The attached draft plan updates the UWMP last updated in 2002.
The plan covers various topics, which are identified in Water Code Section 10631,
which is part of Attachment 1.
In general, a plan covers the next 20 years in five year increments and attempts to
project over that time period the water system service area, its existing and planned
sources of water, the reliability of its water supply, including in average, single dry and
multiple dry water years, and the quantity of water projected to be needed to meet
expected demand. If there are deficiencies in the quantity or reliability of the supply, the
RECOMMENDED ACTION: Review and provide any preliminary comments or
questions regarding the draft UWMP; further discussion and comment to occur at the
September 5 City Council meeting.
ALTERNATIVE COUNCIL POLICY OPTIONS: N/A
Citizens Advised: N/A
Requested by: Public Utilities Department
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
Attachments: Attachment 1-Draft Urban Water Management Plan update
Attachment 2- Water Code sections
Approved: '`
Candace Horsley, Ci Manager
Agenda Summary Report Page 2
August 15, 2007, City Council meeting
plan is supposed to propose means of addressing those deficiencies, including
conservation.
The draft plan, Attachment 2, includes the current City boundaries and the sphere of
influence proposed by the City/County tax sharing subcommittee as the service area
projected over the next 20 years. Based on population projections supplied by Leonard
Charles, it calculates the use of water within that service area. The plan identifies the
City's water rights and sources available to serve that area and estimates the amount of
water that will be needed to meet that demand. Section 3.10 of the plan includes a
preliminary analysis of the impact of reduced Eel River diversions on the City's water
supply and system capacity.
The plan notes that the City has requested assistance from the Sonoma County Water
Agency to develop more accurate computer models which evaluate the impact of the
changes in Eel River diversions.
The formal process for adopting the plan requires a public hearing with 14 days prior
notice published twice in a newspaper of general circulation. Water Code Section
10642 encourages public participation in the preparation of the plan. Accordingly, the
City staff is sending the plan to numerous public agencies, which are identified in the
plan, for comment' and is asking for those comments by September 15, 2007. The plan
may be revised, based on those comments, before it is presented to the City Council for
formal adoption after conducting the required hearing. Staff's goal is to schedule the
public hearing for the second meeting in October.
The Urban Water Management Plan is an important document. It is submitted to
LAFCO for its consideration in approving spheres of influence and proposed
annexations. Under Government Code §65352.5, the County is supposed to consider
it, whenever water planning is involved in a substantial amendment to its general plan,
as is the case with the proposed Ukiah Valley Area Plan currently being considered by
Mendocino County. The water agency is required to implement the plan in accordance
with a schedule set forth in the plan. (Attachment 1, Water Code § 10643.)
'See Table 1-1, p. 13 in Attachment 2.
Attu.;i ~mrrnt #
CITY OF UKIAH
2005 URBAN WATER
MANAGEMENT PLAN
Prepared for
City of Ukiah, California
August 1Q 2007
~s s
C'~~ ¢
CITY OF UKIAH
2005 URBAN WATER MANAGEMENT PLAN
Prepared for
City of Ukiah, California
August 1Q 2007
Timothy R. Banyai, PE
EIC: California PE C60715
201 N. Civic Drive Walnut Creek, California 94596
Table of Contents
TABLE OF CONTENTS
2005 Urban Water Management Plan
LIST OF FIGURES ........................................................................................................................................................ V
LIST OF TABLES .......................................................................................................................................................... V
LIST OF ACRONYMS ................................................................................................................................................. VII
EXECUTIVE SUMMARY .......................................................................................... ............................................... ES-1
Water System ............................................................................................. ............................................... ES-1
Recycled Water .......................................................................................... ............................................... ES-4
Historical and Projected Water Use ............................................................ ............................................... ES-4
Water Supply Versus Demand Comparison ............................................... ............................................... ES-5
Demand Management Practices ................................................................. ............................................... ES-5
1.INTRODUCTION .................................................................................................. ...................................................1-1
1.1 Purpose ..................................................................................................... ...................................................1-1
1.2 Urban Water Management Planning Act ................................................... ...................................................1-1
1.3 Previous Reports ....................................................................................... ...................................................1-1
1.4 Public Participation .................................................................................... ...................................................1-2
1.5 Agency Coordination ................................................................................. ...................................................1-2
2. DESCRIPTION OF EXISTING WATER SYSTEM .............................................................. ....................................2-1
2.1 Description of Service Area ...................................................................................... ....................................2-1
2.2 Environmental Setting ............................................................................................... ....................................2-1
2.2.1 Geography .................................................................................................... ....................................2-1
2.2.2 Climate .......................................................................................................... ....................................2-4
2.2.3 Hydrology ...................................................................................................... ....................................2-4
2.3 Water Supply Facilities and Sources ........................................................................ ....................................2-5
2.3.1 Surface Water (Ranney collector and Wells 3 and 5) ................................... ....................................2-5
2.3.2 Groundwater ................................................................................................. ....................................2-6
2.3.3 Water Rights ................................................................................................. ....................................2-6
2.3.4 Transfers and Exchanges ............................................................................. ....................................2-7
2.4 Distribution System ................................................................................................... ....................................2-8
3. WATER SUPPLY QUANTITY AND QUALITY ...................................................... ..................................................3-1
3.1 Surface Water ............................................................................................. ..................................................3-1
3.1.1 Descriptian ...................................................................................... ..................................................3-1
3.1.2 Physical Constraints ....................................................................... ..................................................3-1
3.1.3 Regulatory and Legal Constraints ................................................... ..................................................3-2
3.2 Groundwater ............................................................................................... ..................................................3-2
3.2.1 Description ...................................................................................... ..................................................3-2
3.2.2 Physical Constraints ....................................................................... ..................................................3-4
3.2.3 Regulatory and Legal Constraints ................................................... ..................................................3-4
--- ~- -
it
DRAFT for review purposes only.
P.11280001128679-Ukiah UWMP1Drafl Repotl -August 200nDraft UWMP (08102007~.tloc
Table of Contents
2005 Urban Water Management Plan
3.3 Desalination .................................................................................................................... ..............................3-5
3.4 Transfer and Exchange Opportunities ............................................................................ ..............................3-5
3.5 Water Rights ................................................................................................................... ..............................3-6
3.6 Current and Projected Water Supplies ........................................................................... ..............................3-6
3.7 Water Supply Reliability and Vulnerability ...................................................................... ..............................3-7
3.7.1 Reliability Comparison ........................................................................................ ..............................3-7
3.7.2 Wholesaler (Agency) Water Supply Projections ................................................. ..............................3-9
3.8 Water Quality .................................................................................................................. ............................3-10
3.8.1 Water Quality of Existing Water Supply Sources ................................................ ............................3-10
3.8.2 Water Quality Effects on Water Management Strategies .................................... ............................3-11
3.9 Water Shortage Contingency Plan .................................................................................. ............................3-11
3.9.1 Estimate of Minimum Water Supply for Next Three Years .................................. ............................3-11
3.9.2 Stages of Actions ................................................................................................ ............................3-12
3.9.3 Prohibitions, Penalties and Consumption Reduction Methods ........................... ............................3-13
3.9.4 Mechanisms for Determining Actual Reductions ................................................ ............................3-14
3.9.5 Revenue and Expenditure Impacts during Shortages ......................................... ............................3-15
3.9.6 Catastrophic Supply Interruption Plan ................................................................ ............................3-15
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 Bonsignore ............................................ ............................3-16
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 Irrigation .....................................................................................................4-6
4.5 Optimization Plan with Incentives .................................................................................................................4-7
5. HISTORICAL AND PROJECTED WATER USE ............................................................... ......................................5-1
5.1 Employment, Land Use, and Population ................................................................. ......................................5-1
5.2 Historical Water Use ............................................................................................... ......................................5-2
5.2.1 Water Use By Connections ......................................................................... ......................................5-2
5.2.2 Water Sales to Other Agencies .................................................................... .....................................5-4
5.2.3 Unaccounted-for Water and Additional Water Use ..................................... ......................................5-4
5.2.4 Total Water Use ........................................................................................... .....................................5-5
5.3 Water Demand Summary ........................................................................................ .....................................5-5
6. WATER SUPPLY VERSUS DEMAND COMPARISON ..........................................................................................6-1
6.1 Current and Projected Water Supplies vs. Demand .....................................................................................6-1
6.2 Water Shortage Expectations .......................................................................................................................6-2
6.3 Water Shortage Summary ............................................................................................................................6-4
7. DEMAND MANAGEMENT PRACTICES ................................................................................................................7-1
7.1 California Urban Water Conservation Council ..............................................................................................7-1
7.2 Methodology and Assumptions .....................................................................................................................7-2
7.2.1 Value of Conserved Water ................................................................................................................7-3
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2005 Urban Water Management Plan
7.3 Current Water Conservation Program ..........................................................................................................7-4
7.4 Economic Analysis Results ...........................................................................................................................7-8
7.5 Non-quantifiable DMMs ................................................................................................................................7-8
7.6 Additional lssues ...........................................................................................................................................7-9
APPENDIX A ................................................................................................................................................................ A
Califomia Department of Water Resources Review Sheets .................................................................................... A
APPENDIX B ................................................................................................................................................................ B
Public Hearing Notices ............................................................................................................................................ B
APPENDIX C ................................................................................................................... ............................................. C
Emergency Interconnection Agreement (July 1, 2002) .............................................. ............................................. C
Not Included ............................................................................................................... ............................................. C
APPENDIX D ................................................................................................................. ............................................... D
California Department of Water Resources Bulletin 118 .......................................... ............................................... D
APPENDIX E ................................................................................................................. ............................................... E
Water Shortage Emergency Plan ............................................................................. ............................................... E
APPENDIX F .................................................................................................................. ................................................F
Demand Management Measure Economic Analysis ................................................ ................................................F
APPENDIX G ................................................................................................................. ...............................................G
Resolution to Adopt the Urban Water Management Plan ......................................... ............................................... G
REFERENCES .............................................................................................................. ....................................... REF-1
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LIST OF FIGURES
2005 Urban Water Management Plan
Figure 2-1. City of Ukiah Map ...............................................................................................................................2-2
Figure 2-2. City of Ukiah Sphere of Influence Map (Map provided by Wagner and Bosignore) ...........................2-3
Figure 2-3. Ranney Collector Site ........................................................................................................................2-6
Figure 4-1. 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)* ................................................................................................. ...................2-4
Table 2-1b. Climate Continued (DWR Table 3)* ............................................................................... ...................2-4
Table 3-1. Groundwater Pumping Rights-AFY (DWR Table 5) ...................................................... ...................3-3
Table 3-2. Amount of Groundwater Pumped -AFY (DWR Table 6) ................................................. ...................3-3
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) ......................................... ...................3-5
Table 3-6. Future Water Supply Projects (DWR Table 17) ................................................................ ...................3-6
Table 3-7. Current and Planned Water Supplies -AFY (DWR Table 4) ............................................ ...................3-7
Table 3-8. Projected Normal Water Supply -AFY (DWR Table 40) ................................................. ...................3-7
Table 3-9. Basis of Water Year Data (DWR Table 9) ........................................................................ ...................3-8
Table 3-10. Supply Reliability -AFY (DWR Table 8) ......................................................................... ...................3-8
Table 3-11. Description of the Factors in Inconsistency of Supply (DWR Table 10) ......................... ...................3-9
Table 3-12. Wholesaler Identifed & Quantified the Existing and Planned Sources of Water-AFY (DWR Table 20)3-9
Table 3-13. Wholesale Supply Reliability -Percent of Normal AFY (DWR Table 21) ....................... ...................3-9
Table 3-14. Factors Resulting in Inconsistency of Wholesaler's Supply (DWR Table 22) ................. ...................3-9
Table 3-15. Current & Projected Water Supply Changes due to Water Quality -Percentage (DWR Table 39) 3-10
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) .................................. .................3-12
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) ........................................................................ .................3-14
Table 3-21. Water Use Monitoring Mechanisms (DWR Table 31) ..................................................... .................3-15
Table 3-22. Proposed Measures to Overcome Revenue Impacts (DWR Table 29) .......................... .................3-15
Table 3-23. Proposed Measures to Overcome Expenditure Impacts (DWR Table 30) ..................... .................3-15
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
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Table 4-4.
Table 4-5.
Table 4-6.
Table 4-7.
Table 5-1.
Table 5-2.
Table 5-3.
Table 5-4.
Table 5-5.
2005 Urban Water Management Plan
Recycled Water Uses -Actual and Potential (AFY) (DWR Table 35) .................................................4-5
Projected Future Use of Recycled Water in Service Area -AF Year (DWR Table 36) .......................4-6
Recycled Water Use - 2000 Projection Compared with 2005 Actual -AFY (DWR Table 37) ...........4-6
Methods to Encourage Recycled Water Use (DWR Table 38) ............................................................4-7
Population -Current and Projected (DWR Table 2) ...........................................................................5-2
Average People Per Connection .........................................................................................................5-2
Average Demand Per Connection (AFY/connection) ..........................................................................5-3
Past, Current and Projected Water Deliveries (DWR Table 12) ..........................................................5-3
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 6-7. 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 and 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. City 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
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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
AWT advanced wastewater treatment
AWWA American Water Works Association
Basin Plan Water Quality Control Plan for North Coast Region
cfs cubic feet per second
CII commercial, industrial, and institutional
CIMIS California Irrigation Management Information System
City City of Ukiah, California
County Mendocino County
CUWCC Cal'rfornia Urban Water Conservation Council
CWD County Water District
DHS California Department of Health Services
EBRR East Branch Russian River
FERC Federal Energy Regulatory Commission
Flood Control District
or District Mendocino County Russian River Flood Control and Water Conservation Improvement District
FWR Filtered Water Reservoir
DMM Demand Management Measure
Dr Drive
DWR California Department of Water Resources
e.g. for example
EIR EnvironmentallmpaQReport
Etc. ecetera
ETo evapotranspiration
Forks West and East Forks of the Russian River
gpm gallons per minute
HSP High Service Pumps
k thousand
Lake Lake Mendocino
Iblday pounds per day
MCL maximum contaminant levels
mg million gallons
mgd million gallons per day
MOU Memorandum of Understanding
MSL mean sea level
NIA Not Applicable
Notifcation Plan Water Quality Emergency Notification Plan
NPDES National Pollutant Discharge Elimination System
No.. Number
PG&E Pacifc Gas and Electric
ponds evaporation I percolation ponds
Proj. Project
Regional Water Board North Coast Regional Water Quality Control Board
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river Russian River
Sta. Station
SCADA Supervisory Control and Da[a Aquisition
State State of California
State Water Board
or SWRCB State Water Resources Control Board
ULFT Ultra Low Flush Toilets
UVSD Ukiah Valley Sanitation District
UWMP Urban Water Management Plan
WTP water treatment plant
WWTP wastewater treatment plant
2005 Urban Water Management Plan
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CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
EXECUTIVE SUMMARY
11us 2005 Urban Water Management Plan (U~~'MP) for the City of Ukiah (City), Califomia is an update to
the CWMP adopted by the City Council in 2002. The L~~MI' is prepared in compliance with the Urban
Water Management Planning Act (California Water Code Division 6, Part 2.6, Sections 10610 through
10657). This act requires that all urban water suppliers providing water for municipal purposes to more than
3000 customers or supplying more than 3000 acre-feet annually prepare an LJ~~i IP update every five years.
The goal of the UW~1P is to assure that every effort is made to provide the appropriate level of xeliabilite in
water service to meet the needs of the various customers during normal, dry, and multiple dry veazs. The
LtW'MP documents the City's planning activities fox the next 2i-years to ensure that this goal is met. The
UWMP is submitted to the California Department of Water Resources (DWR) for general compliance with
the Urban W'ates Management Planning Act.
The following sections provide a summary of this U WMP.
Water System
Chapters 2 and 3 of the UWMP present a description of the City's existing water supply and treatment
facilities, water rights, and distribudon system. Water supply is defined as the amount of water available from
a source or combination of sources (e.g., streams, rivers, ponds, lakes, groundwater, etc.) for use by a water
purveyor. ~r'atex supplies from the Russian River and its underflow are subject to the State Water Resources
Control Board (SWRCB or State W'atex Board) requirements outlined in the City's water right permit A
water right permit or license provides the legal entitlement to divert water from a defined channel by a user
from a specified source (water supply) for a beneficial, non-wasteful, use. The permit or license spells out the
point of diversion, place of use, purpose of use, the amount ox rate of water that can be diverted, and the
time allowed fox putting water diverted under the permit to beneficial use. Sources, such as percolating
groundwater, that aze not from the Russian River ox its underflow, do not require a permit ox license issued
by the State Water Board.
Just as a water right permit or license restricts the amount of water available for use, pumping and treatment
capacity- can also limit the amount of water that can be diverted from a water supply. Pumping capacity is the
amount of water the City can physicall}' divert using its diversion works (wells, pumps, storage tanks, etc.)
under its water right permit or from non-permitted sources such as percolating groundwater ox water subject
to pre-1914 water rights. The pumping capacity is dependent on the pump flow rating and aquifer yield. The
water treatment and its capacity are regulated by the strict requirements of the Califomia Department of
Health Services (DHS).
Water Supply. The City obtains it water supply from the underflow of the Russian River (surface water) and
one groundwater well. The pumping sources for the distribution system consist of a Ranney collector and
two wells (Wells 3 and 5), which are considered underflow of the Russian River and subject to the
requirements of the water right permit, and one groundwater well (yX~'ell 4). Well 4 is believed to be from
percolating groundwater and not underflow of the Russian River; and therefore, is considered a groundwater
source.
Wells 1, 2, and 6 axe no longer used by the City. Well 1 has been out of service since the 1970'x. Wells 2 and
6 (~!Uater from Well 6 is pumped into \~'ell 2) were removed from the City's latest domestic water supply
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permit and may no longer be used as a source of supply. Wells 2 and 6 had to be taken out of service during
construction of the new 1.5 million gallon clearwell for the Water Treatment Plant If a water supply well is
removed from service fox more than a year, it must comply with current DHS standards. The cost to
rehabilitate the wells to meet DHS standards, which would require installation of an annular seal and electrical
upgrades make it economically infeasible to return these wells to service. The pumping capacity oE\X'ells 2/6
is only SO gallons per minute (gpm). Even though it is not cost effective to rehabilitate Wells 2/6 fox the
City's water supply, Well 6 could be used as is to irrigate the adjacent sofrball complex fields, which would
reduce the potable water used Eor irrigation.
The Ranney collector, which provides the source of water for the water treatment plant (W'IP), has an
existing pumping capacity of 3,400 gpm ox 4.8 million gallons per da}' (mgd). The available capacity of the
Ranney collector is significantly less than the designed capacity of 13 mgd, which is equal to the City's water
right. The maximum capacity obtained from the Ranney collector was 9 mgd, well below its design capacity.
The Ranney collector has steadily declined from 9 mgd to its current capacity of 4.8 mgd. The significant loss
in capacit<~ of the Ranney collector may be a result of changes in the Russian River channel moving away
from Ranney collector and the compaction of clays and silts in the riverbed over the Ranney collector.
Another concern is the Ranney can only be used approximately six months a year during the drier weather
months. During the rainy months, the turbidity in the Russian River increases, which increases the turbidity
of the water in the Ranney collector. The Microfloc contact clarification-filtration units located at the W'I'P
cannot be operated efficiently under high turbidity conditions. It is not possible to rely on the Ranney
collector as a water supply source during the winter when the turbidity of the Russian River is Mgh.
Well 3 has a pumping capacity of 650 gpm. It is available for use throughout the year.
Well 4 has a pumping capacity of 800 gpm. It is available for use throughout the year.
Well 5 has a pumping capacity of 300 gpm. Well 5 is located near the Ranney collector. ~Y/hen the Ranney
collector and VG'ell 5 are used at the same time, the pumping capacity of Well ~ is reduced because it is within
the cone of water draw down depression of the Ranney collector. Also, ~Y'ell 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.
The total pumping capacity of the City's water system during the dry months is approximately 4,850 gpm ox
6.98 mgd. Most of this water (3,400 gpm) is provided by the Ranney collector. The typical peak day water
demand during the dry months is approximately 6 mgd and the peak water demand has been as high as 7.677
mgd (Summer 2000). If the Ranney collector was lost, Well 5 would be operated, but it only has a pumping
capacity of 300 gpm. The Cin~ does not have the redundant pumping capacity to meet peak demands without
the Ranney collector in service. During the rain}' months, when the Ranney collector can not be used
because of the high turbidity, the pumping capacity is approximately 1,750 gpm ox 2.52 mgd. The typical
peak day water demand during the rainy months is 2 mgd. The loss of any pumping capacity during the
winter months puts 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. The Ciry is evaluating the addition of two percolating groundwater wells to increase the water
supply and provide reliability and redundancy to the water supply system.
The Potter Valley Project diversion from the Eel River watershed to the Russian River watershed by Pacific
Gas and Electrical (PG&E) has recently been reduced by an estimated 26 percent to 33 percent. This
diversion has been ongoing fox almost 100 years with agricultural, municipal, and commercial economies
relying on this diversion. A preliminary analysis was conducted to determine the effect reductions in flow
would have on Lake Mendocino, the Russian River, and the City's water supply. The results of the
prelitninary analysis show that sufficient water supply is available to meet the City's current and projected
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water demand over the next twenty yeazs and that increased diversions by the City will only have minor
effects on Lake Mendocino. The City is exploring opportunities with other agencies to develop a more
accurate computer model [o predict the impact of reduced Eel River diversions on water users. As new
information becomes available, the U~K/MP shotild be revised as necessary. '11re entire analysis for the Eel
River diversions is located at the end of Chapter 3.
Water Treatment Facilities. In 1992, the City constructed a water treatment facility for water from the
Ranney collector. The water treatment plant is regulated by the DHS. DHS promulgates regulations fox
public water supply systems, including primary drinking water standards. The water treatment facility has a
capacity to treat up to 6 mgd. However, because the Ranney collector system capacity is only 4.8 mgd, the
water treatment plant capacity is limited to 4.8 mgd. As mentioned earlier, the water treatment plant is only
operated during the dri months when the turbidity is low. It is not feasible to operate the water treatment
plant during periods of rainy weather when the turbidity of water in the Russian River is high.
Modifications to the water treatment facility were completed in 2006. The improvements included a 3 mgd
blicrofloc contact clarification-filtration unit. The purpose of the improvements was to increase reliability
and provide redundancy at the water treatment plant. The water treatment plant is designed to expand to
treat another 3 mgd with the addition of a fourth blicxofloc unit.
Water Rights. Under its permit (~k'ater Right Permit 12952), the City has the right to divest 20 cubic feet per
second (cfs), which produces a theoretical maximum of approximately 14,480 AF of water annually, but see
X3.1 Q, page 3-18, where it is estimated that at the City's permitted diversion rate of 20 cfs and a peak water
use in the month of July, the City would actually- use approximately 8,400 AF annually, when it first puts its
full permitted entitlement to beneficial use. Approximately 2,027 AF of water diverted by the City is
recognized by the State Water Board as a Pxe-1949 Appropnadve Right "I'he water rights in the Russian River
below Lake Mendocino are divided between pre- and post-1949 because that is the year that the California
State Department of Finance filed an application to appropriate water Erom the Fast Fork of the Russian
River for the Coyote Dam, Lake Mendocino Projects ~Y'hen the State Water Board approved the permits fox
Lake Mendocino Project Water, it declared that those rights would be junior to water being used by other
appropriators on and prior to 1949. The date when an application to appropriate water is Filed with the State
Water Boazd is important, because in a year when there is not enough water to satisfy the full amount of
water authorized fox appropriation, an earlier filing date has priority over a latex filing date. There is also a
preference for municipal uses over other uses.
The City's Water Right Permit has been assigned number 12952 and has a priority date of 1954. F,ach water
rights pernut issued by the State Water Board gives the pexmittee a set amount of time to actually use the
water authorized fox diversion under the permit The City was originally issued the permit in 1961 and the
City had 10 years to put the full amount of water to beneficial use. That time has been extended several
times. The latest extension gave the City until December 31, 2000. Prior to that date, the City filed another
Petition for Extension of Time to put the water to beneficial use. The most recent request asks to extend the
time to 207 5. That petition is pending before the State Water Board. The City has also petitioned the State
Water Board to include Well 5 in the permit The City is legally entitled to continue putting water available
under the permit to beneficial use, pending State Water Boazd's action on the City's petition Eor a time
extension.
~ The Ciry or its predecessor in interest has been supplying water to its residents since the latex 1800'x. The City has pre-
1914 water tights, the full extent of which has not been conclusively determined.
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The City also has a contractual agreement with the Mendocino County Russian River Flood Control and
Water Conservation Improvement District (Flood Control District) to purchase up to 800 AF of water
annually. The Flood Control District can only terminate the contract with five yeazs prior notice to the City.
Water Distribution System. The water distribution system consists of surface water well pumping,
percolating groundwater well pumping, water treatment plant high service pumping station, storage
xes'ervous, and piping to and within the water distribution system. After chlorination, surface water Wells 3
and 5 are pumped directly into the distribution system. Well 4, following chlorination, also pumps directly
into the water distribution system. The high service pumps axe located at the water treatment plant and take
stored treated water and pump it into the water distribution system.
The City has eight reservoirs. The combined storage capacity of the reservoirs is 6.1 million gallons
(18.7 AF). The storage provides short term treated water storage to be used on a daily basis and fox
emergency siruations such as fire fighting. It is not recognized as a water supply source.
Water Use. Based on the average water use from 2000 through 2004, the City uses approximately 4,070 AF
of water annually.
Reliability. To evaluate the reliability of the system, a fourvear drought that would yield 50 percent less
water suppl}S based on the City's water right, was analyzed as the worst case scenario. This analysis was
evaluated on an annual basis. Depending on Russian River conditions, reduction from the Potter Valley
Project diversions, and water releases from Lake Mendocino, short term water pumping capacity is a concern.
Bared on the ana[yrar, the Cily has r~cient water nghtr and water rupf>ly but, at timer, may not have r~dent pumpang
capacaty to meet peak. day demandr.
Recycled Water
Chapter 4 discusses recycled water opportunities for the City's Wastewater Treatment Plant (\~'lX/TP). The
WWIP serves the City of Ukiah and the Ukiah Valley Sanitation District The City has set a goal to develop
a ~k'ater Recycling Master Plan to investigate the economic feasibility of recycled water in the Cih' and Ukiah
Valley. The potential quantity of receded water from the ~Y>tX/I'P could be 5,101 AF annually in 2030. Using
all the recycled water from the \X'l~'IP would require both publicly and privately-owned facilities. However,
barriers mould limit the feasibility of a recycled water program fox privately-owned facilities. These barriers
include the following:
1. Seasonal needs for water does not necessarily correspond with times when xecyded water is most
available, thus requiring additional storage facilities.
2. For organic farmers, the thought is that use of recycled water would remove the oxgartic certification
from their pxoducts•.
3. Private water users who may believe they potentially could lose then existing water rights if they use
recycled water.
4. Existing water supplies appear to be sufficient to meet their needs.
5. It is not cost effective to use recycled water without subsidizing the recycle water program.
Historical and Projected Water Use
Chapter 5 discusses the historical and projected water use fox the City. Water demand projections provide
the basis fox future water facilities. Historically, the Ciry has experienced slow population growth and this
trend is expected to continue. An annual population growth rate of 1 percent was assumed for the City.
Based on a 1 percent population growth rate, the City will reach abuild-out population of 17,992 in 2015.
This corresponds to a water use of 4,592 AF annually. Based on estimates pro~tided by the City, a rough
estimate of unaccounted for watec (e.g., water in the system that is un-metered water use such as fire
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Executive Summary 2005 Urban Water Management Plan
protection and training, system and sweet flushing, sewer cleaning, construction, system leaks, unauthorized
connections, and meter inaccuracies) is 138 AF (three percent unaccounted for water loss). Therefore, the
total projected water demand within the present City limits is 4,730 AF.
The City has plans to annex land within its sphere of influence within the next 20 years. The population
within the sphere of influence is expected to increase $om approximately 5,675 to 12,675. This is an increase
of 7,000. At 2.86 people per connection, which is [he average number of people per wnnection for the Ciry,
the total number of connections for a population of 7 2,675 is 4,432. The Cih's average water use per
connection is 0.73 AFY. Using this same average water use Eor the connections within the sphere of
influence, the water use is 3,235 AFY. Including the 3 percent unaccounted for water loss, this value
increases to 3,332 AFY. It should be noted that some of the connections within the City's sphere of
influence are served by other water districts. This UVG'riIP assumes that in the next 20 years, these
connections will eventually be served by the City's water system.
"Phe total water use Eox the City, including the City's sphere of influence, is 8,062 acre-feet per year (AF1').
"T"he City's demand falls below its total water rights of 8,400 AFY through 2030. However, at times, the City
has a difficult time meeting demands, especially peak demands during extended periods of hot weather or
drought conditions. The reason the City's water system cannot meet the peak water demands during these
periods is because the pumping capacity of the existing Ranney collector, surface water wells, and
groundwater well is limited. The City has increased storage capacity in the water distribution system that
helps with short teem emergency capacity. However, DHS does not classify the City's water storage capacity
as a water supply. To increase the pumping capacity to provide a more reliable and redundant water supply,
the City- is conducting a groundwater well siting study to increase groundwater well production b}' 1,500 gpm.
"T"hese improvements will help the City meet its peak demands.
The City's water right includes Pxe-1949 and Post-1949 water rights. The Pre-1949 Appropriative water right
of 2,027 AF annually is senior to Project Water (water stored in Lake Mendouno, see X2.3.3.3). This water
right is recognized by the State Water Board.'- The Post-1949 Appxopxiative Water Right has a 1954 priority
date and is senior to subsequent appropriators.
Water Supply Versus Demand Comparison
Chapter 6 provides a comparison of projected water supplies versus demand It also discusses water shortage
expectations. The water use, including the City's sphere of influence, will be approximately 8,062 AFY
compared to 8,550 AI+'Y of water supply expected daring amulti-year drought. The 8,550 AFY of water
supply is based on a 50 percent reduction in water supply based on the City's water right. This analysis shows
that during severe drought conditions, the City has sufficient water supply based on its water right.
Although not likely, if the State Water Board denies the City's application to extend the time to put water
authorized by its permit to beneficial use, the City would have to fmd other methods to meet water demands.
These methods could include use of recycled water, greater water conservation, and use of groundwater wells.
Demand Management Practices
Chapter 7 discusses water conservation and demand management practices. This chapter presents a
description of the City's water conservation program. Included in the discussion is an economic analysis of
water conservation Demand Management Measures (DMMs) fox DMM 1, 2, 6, and 14.
~ As previously noted, the City also has pre-1914 water rights that pee-dated the Water Commission Act The full extent
of these rights has no[ been conclusively determined.
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Executive Summary ~ ~ 2005 Urban Water Management Plan
It is likely that previous and ongoing conservation measures have resulted in water saving in the range of
approximately 2 to 5 percent of total 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 by further implementation of DMMs in the future. Of
the four DMMs analyzed, only three appear to be cost effective for the City. DMMs 1, 2, and 14 should be
evaluated in the future to assess iE the City has the capital to implement them. Table FS-I summarizes the
results from the economic analysis.
Simple Discounted Net Presets
Total Total Benefit I Payback Cost 1 Water Value 1 Water
BMP Discounted Water Saved Cost Analysis Saved Saved
No. BMP Name Cost (S) (acre-feet) Ratio ly~rel (Slacredaet) (Slacre-feet)
Water Survey Programs for
~ Single-family Residential and 27924 124 3
3 4 226 - 525
Multi-family Residential .
Customers
2 Residential Plumbing Retroft 47,887 229 3.4 4 209 455
6 High-efficiency Washing 32,557 24 0.4 47 1
356 -778
Machine Rebate Programs ,
14 Residential ULFT 409
099 1
932 2
9 7 212 407
Replacement Programs , , .
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CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
1. INTRODUCTION
This chapter pxov-ides an overview of the Urban ~Y~'atex Management Plan (U~X/MP), discussion of previous
reports, the City's policy on public participation, and coordination efforts with other agencies. Table 1-1
summarizes the coordination with other agencies.
1.1 Purpose
The purpose of this U~Y/MP is to ensure efficient use and promote conservation of urban water supplies
within the City of Ukiah (City), California. The UWMP describes the availability of water and discusses water
use, reclamation, and water conservation activities.
1.2 Urban Water Management Planning Act
Brown and Caldwell prepared this plan fox submission to the California Department of Water Resources
(DWR) on behalf of the City as required by the Urban Water Management Planning Act (.~,ct) (California
Water Code Division 6, Par[ 2.6, Sections 10610 through 10657). Water Code Section 10620 requires any
water supplier drat provides water to 3,000 ox more customers, or that provides over 3,000 acre-feet of water
annually, to prepare an Urban Water Management Plan that complies with Water Code Sections 10630 and
following. Urban water suppliers axe required to develop water management plans to actively pursue the
efficient use of available water supplies to meet the needs of its various categories of customers dosing
normal, drv, and multiple dry years. The Act describes the contents of the UWMP as well as how urban
water suppliers should adopt and implement the UWbIP. It is the intention of the I,egislatuxe, in enacting
this part, to permit levels of water management planning commensurate with the numbers of customers
served and the volume of water supplied. For ease of review, the DWR Review Sheets are located in
Appendix A.
1.3 Previous Reports
Two reports and the CitL~ and Mendocino County (County) general plans were used in preparing this L~X/MP.
Also, Baztie Wells and Wagner and Bosignore were contacted. Bartle Wells is a consulting fain that
specializes in financing and ~Y'agnex and Bosignoxe specialize in water right issues. Included in this UWMP is
a preliminary analysis completed by ~k'agner and Bosignore on the reduction of flow in the Eel River. This
analysis is located at the end of Chapter 3. The reports and information obtained from the consulting firms
address the water supply and demand for the City. An understanding of the results of these previous
documents provides a broader context for preparing an updated water management plan. The following
paragraphs provide a summary of the documents.
Water Rate Study and Preliminary Financing Plan, 2005. This financing plan reviews the existing rate
structure and evaluates financing alternatives available to the City for water system capital improvements.
This financing plan recommends updates to the water utility rate structure and connection fee.
Urban Water Management Plan 2002. The 2002 U~K/MP was prepared by Kennedy Jenks, an engineering
consulting fain hired by the City to fulfill 2000 U~x'MP requirements. The main purpose of this plan is to
anahze the City's water supply and demand fox the following 25 yeazs during normal and drought yeazs. T'he
Plan also summazizes the Cittr's water shortage contingency plan and water conservation program.
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1: Introduction 2005 Urban Water Management Plan
City of Ukiah General Plan, 1995. The City's General Plan provides the long-term and comprehensive
policy program fox all aspects of development, growth, and land use in the City and Ukiah Vallee. The
General Plan addresses seven broad topics called elements that axe required by law. The City's General Plan
provides guidance to the Planning Commission and City- Staff and is the foundation fox development and
building regulations'. Completion of specific projects tha[ have emanated from the goals, policies, and
implementation measures contained in the City's General Plan, include the following items:
• Ukiah Airport Master Plan and Comprehensive Land Usc Plan
• Landscaping and Stree[scape Design Guidelines
• Bicycle and Pedestrian Master Plan
• Commexual Development Design Guidelines
• Riverside Park Master Plan and Phase 1 Development
• Stream and Creek Enhancement Plans fox Gibson, Orx, and Doolin Creeks
County of Mendocino General Plan, 1981. The County's General Plan identifies current and future needs
fox Mendocino County in areas such as land use, housing, transportation, public services, environmental
quality, and economic viabihry. The County's General Plan also is a policy document that embodies the
community's goals and guides decisions about physical development over the long term, with a strong focus
on sustainability. "the Counijr is currently updating its General Plan. The updated County of Mendocino
General Plan is anticipated to be adopted in 2008.
1.4 Public Participation
The City encourages public participation in the development of its UCG'MP. Copies of the draft U'\X'MP were
made available fox public review at the City offices, on the City's official web site, and the Public Library.
Copies of the draft UWMP were sent to the Local Agency Formation Commission, Redwood Valley County
Water District, Calpella County Water District, Millview County Water District, Mendocino County Russian
River Flood Control and Water Conservation Improvement District, Willow County V6'ater Distract, Rogina
Water Company, Ukiah Chamber of Commerce, Mendocino Environmental Centex, the Sonoma County
Water Agency, the Mendocino County Planning Department, and Mendocino County Water Agency. The
City held a public meeting on October _, 2007 Eox review and comments of the draft L'lX/MP prior to
completion of the LnV~1P and adoption by the City- Counc$. Notification for the October _, 2007 public
meeting was given as required by law, including publication in the Ukiah Daily Journal.
1.5 Agency Coordination
Table 1-1 summarizes the effocts the City has taken to include additional agencies and citizens in its planning
and preparation process of the U WMP. Copies of the draft L~VMI' were available for public review and
comment at the City's offices, web site, and the Public Library. Copies of the draft UWbIP were also sent to
the Local Agency Formation Commission, surrounding water districts, Ukiah Chamber of Commerce,
Mendocino Environmental Center, Mendocino County `vVatex Agency, and Sonoma Counh' ~k'ater Agency.
Legal public notices for City Council adoption hearings were published in the Ukiah Daily Joumal newspaper
and posted at related agencies and City facilities. Copies of the public hearing notices are included in
Appendix B.
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1: Introduction
2005 Urban Water Management Plan
.. - ... ~
PaNdpated Was sent Was Sent a
In Attended Was a copy of notice of
Check at least one box developing Commented public contacted for the draft intention to Not Involved 1
on each row the plan on the draft meetings assistance plan adopt No InfomraNon
DWR x x
Ukiah Wastewater
TrealmentPlant(WWTP) x x
General Public
Civic Center Lobby
Utilities Building Lobby x x
City's Website
Public Library
Mendocino County
Planning Department x x
Ukiah Utilities x x x x
Bartle Wells x x
Wagner and Bonsignore x x
Local Agency Formation
Commission x
Redwood Valley County
Water District x
Willow County Water
District x
Millview County Water
District x
Calpella County Water
District x
Rogina Water Company x
Ukiah Chamber of
Commerce x
Mendocino
Environmental Center x
Mendocino County
Russian River Flood
Control and Water x
Conservation
Improvement District
Mendocino County Water
Agency x
Sonoma County Water
Agency x
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CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
2. DESCRIPTION OF EXISTING WATER SYSTEM
This chapter describes the City's water system. It contains a description of the service area, its climate, and
the water supply facilities including surface water supply system, groundwater wells, reservoirs, and piping
system.
2.1 Description of Service Area
The Ciry is a general law city incorporated in 1876. The City has been providing reliable, safe drinking water
to Ukiah residents since 1880. The Ciry was granted a water supply permit in 1939 to supply- domestic water
to the Ciry and vicinity. The permit was revised and reissued in 1953, and again in April 1962. In 1987, a
temporary permit was issued to the City that expired on December 1, 1989. A requirement of the temporary
permit was to submit a report demonstrating that the City's Ranney collector provided effective and reliable
treatment fox the removal and inactivation of enteric viruses and Giardia L.amblia organisms. The City
decided not to complete the report, and instead, decided to construct a water treatment plant fox use with the
Ranney collector. Construction of the water treatment plant was completed in April 1992. The City currently
operates under Water Supply Permit No. 09-93-007.
The service azea fox the water system is not conterminous with the City's boundaries. The Ciry serves a small
number of customers outside its limits. A location map of the City is shown in Figure 2-1.
Three other water systems bound the Citv. Mffiview County ~~'ater District (CWD) is located to the north,
Willow CWD is located to the south, and Rogina Water Company is located to the east. Of these four water
systems, the City serves the largest population, with a population over 15,600. The total number of
connections is approximately 5,700.
Within the next 20 }'ears, the Ciry has plans to annex land within its sphere of influence. The proposed
sphere of influence for the City is shown in Figure 2-2.
2.2 Environmental Setting
1'he majoxin~ of the information in this chapter is from the Mendocino County General Plan, which is
available online at http://wzvlv.co.mendocino.ca.us/planning/GenPlan/GPContents htm and the Ciry of
Ukiah's website at htt~://www.ciri°ofukiah.com/.
2.2.1 Geography
The City is located on U.S. Highway 101 approximately 100 miles north of San Francisco in the narthem
coastal region of California. The area is centrally located between San Francisco, Eureka, and Sacramento.
The City is surrounded by coastal ranges in southern Mendocino County and situated in the fertile Yokayo
Valley with rich vineyards and pear orchards. The valley is bordered on the west by the Mendocino Range
and on the east by the Mayacamas Mountains. Elevations in the mountains are over 1,800 feet mean sea level
(MSL), while elevations in the valley range from about 670 feet MSI. in the north near Calpella to about 560
feet MSL in the south near El Robles Ranch. The Russian River flows from north to south through the
Ukiah area.
2.1
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2: Description of Existing Water System 2005 Urban Water Management Plan
w.:" {t
~ ~~e.
UKIAH
Figure Z-1. City of Ukiah Map
2.2
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2~. Description of Existing Water System _ _ ^_______ 2005 Urban Water Management Plan
I ~•a.
N ~~
~~.~ ..
~~,
.me
.~w- r~,.
. ti i .
'r...
i16V W~ ~ ~ ~~
7~ - s3
y3 . SPI
.~.
~. _ q•
L•......••.: t . .....: -
•I -
1.....% a.. +i~
.3~\"1-~ - ~.
,'.yJ .:,.....:~
..} 1 ~'
9 t~
r
.v ~. .-.
i
} ...:
1~.~ TI. ._....-_
t... T..... -
....
T1SY •. ••••••
TIIA ]...........~
~~ \Cq+N~nvnip
o- d CAiA~ 14gnM~a
_ 15pF~ar.n fmin:na~
Figure 2.2. City of Ukiah Sphere of Influence Map (Map provided by Wagner and Bosignore)
----
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2.2.2 Climate
Unlike many other tides close to the coast, Ukiah is relatively fog-free. This fact, coupled with warm days and
cool evenings, gives Ukiah a moderate range of temperatures. Annual rainfall in the City is about 35 inches.
Most of the precipitation falls from December through April, and only at higher elevation is there substantial
snowfall. Rainfall is often from intense rains caused by large storms that move in from the northwest.
Virtually no rainfall occurs during the summer months. The average growing season is about 260 days on the
coast, 210 days in the interior valleys including the Ckiah area, and 180 days' in Round Valley (Mendocino
County General Plan).
Table 2-la and 2-lb summazizes monthly averages taken from 1989 to 2005. Data were obtained from the
California Irrigation Management Information System (CIMIS) websitc for the Hopland Station in
Mendocino County (Station Numbers 85 and 106). Information from CIMIS can be located at the following
website: (htto://wu>tvcimis.water.ca.goy/cimis/frontMonthlyReoTrt.do). The table provides information on
evapotranspiration (ETo), rainfall, and average temperature. ETo is the loss of water to the atmosphere by
the combined processes of evaporation (from Boll and plant surfaces) and txanspuation (from plant tissues).
It is an indicator of how much water crops, lawns, gardens, and trees need for healthy growth and
productivity.
January February March Aprll May June
Standard Average ETO (in.p 1.1 1.7 3.3 4.6 6.2 7.2
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
' Source: CIMIS 1989 to 2005
=The CIMIS ETO values are calculated using the modified Penman (also known as the CIMIS Penman) and the Penman-Monteith equatons. Most CIMIS
weather stations are located on acfively growing grass. Hence, reference evapotranspirafion is commonly referred to as ETO on the CIMIS web site.
Juty August September October November December
Standard Average ETO (in.)a 8.0 7.1 5.3 3.5 1.5 1.0
Average Rainfall (in.) 0.1 0.2 0.3 1.1 3.8 7.3
Average Temperature (F) 70.6 69,8 66.0 59.3 50.0 45.7
'Source: CIMIS
The CIMIS ETO values are calculated using the modified Penman (also known as the CIMIS Penman) and the Penman-Monteith equations. Most CIMIS
weather stations are located on acfively growing grass Hence, rekrence evapotranspirafion is commonly referred fo as ETo on the CIMIS web site
2.2.3 Hydrology
Surface runoff in the City's basin is derived almost entirely f=om rainfall, although snow does fall in the
mountains of the eastern part of the Eel watershed, which is a watershed located north of the Russian River.
Stream flow responds directly to the rainfall pattern; high flows will drop quickly without sustaining rainfall.
During the dry summer months, stream flow consists of groundwater seepage, channel storage, or reservoir
storage. In the Russian River Basin, 93 percent of the average seasonal runoff occurs in a five-month period
beginning in December and ending in April (Mendocino County General Plan).
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2.3 Water Supply Facilities and Sources
Water supply is defined as the amount of water available from a source or combination of sources (e.g.,
streams, rivers, ponds, lakes, groundwater, etc.) fox use by a wales purveyor. The Cih' currently obtains all of
its water supply from the undexflow of the Russian River and one groundwater well. The City is not a
wholesaler. Pursuant to a Water Supply Contract, the Citv can purchase up to 800 acre feet annually of
project water from the Mendocino County Russian River Flood Control and Water Conservation District.
Additional details regazding sources of water arc included in Chapter 3.
2.3.1 Surface Water (Ranney collector and Wells 3 and 5)
The City's surface water supply is obtained from a Ranne}' collector and Wells 3 and 5, which draw water
from an alluvial zone (undexflow from the Russian River) along the Russian River. Even though the City is
not taking water directly from the Russian River, these water supphes axe considered undexflow of the
Russian River, and therefore, axe considered surface water sources. The following paragraphs describe each
of the surface water sources.
Ranney Collector. The Cih• collects undexflow from the Russian River through its Ranney collector located
along the river's banks. The Ranney collector was constructed in 1966 with a design capacity of 13 million
gallons per day (mgd), which is equal to the City's water right. The maximum capacity obtained from the
Ranney collector was 9 mgd, well below its design capacity. The Ranney collector has steadily declined from
9 mgd to its current capacity of 4.8 mgd. The significant loss in capacity of the Ranney collector may be a
result of changes in the Russian River channel moving away from Ranney collector and the compaction of
clays and sIlts in the riverbed over the Ranney collector. Another concern is the Ranney can only be used
approximately six months a year during the drier weather months. During the rainy months, the turbidity in
the Russian River increases, which increases the turbidity of the water in the Ranney collector. The Microfloc
contact clarification-filtration units located at the ~C''I'P canhot be operated efficiently uader high turbidity
conditions. It is not possible to rely on the Ranney collector as a water supply source during the evinter when
the turbidity of the Russian River is high.
Well 3: This well has an estimated pumping capacity of 650 gpm. It is used throughout the yeas.
Well 5: The capacity of Well 5 is 300 gpm. This well can only be used when the Ranney collector is not in
service. This well is equipped with a standby engine-driven pump.
Well 1, 2 and 6: Wells 1, 2, and G are no longer used by the City. \X'ell 1 has been out of service since the
1970's. Wells 2 and 6 (lk'ater from ~~'cll 6 is pumped into Well 2) were removed from the City's latest
domestic water supply permit and may no longer be used as a source of supply. ~~'ells 2 and 6 had to be
taken out of service during construction of the new I5 million gallon clearwell fox the Water Treatment
Plant If a water supply well is removed from service fox more than a year, it must comply with current DHS
standards. The cost to rehabilitate the wells to meet DHS standards, which would require installation of an
annulaz seal and electrical upgrades make it economically infeasible to return these wells to service. The
pumping capacity of Wells 2/6 is only 50 gallons per minute (gpm). Even though it is not cost effective to
rehabilitate Wells 2/6 fox the City's water supply, Well 6 could be used as is to irrigate the adjacent softball
complex fields, which would reduce the potable water used for irrigation.
Since 2003, the City has undertaken an aggressive rehabilitation program of the existing surface water wells.
The capacity of the wells has increased as a result of the work but increased demands axe pushing the water
production capabilities beyond their pumping capacity.
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2.3.2 Groundwater
The City's water system has one well that is pumping percolated groundwater. Well 4 is a drilled well and has
an estunated capacity 800 gpm (City of Ukiah Summary of Water Rights, ~w'agner and Bonsignore). The
facility is equipped with a standby engine-driven pump. There is no maximum amount or limitation on the
season of diversion associated with this source.
2.3.3 Water Rights
Prior to 1914, a right to use surface water could be established without filing for a permit from the State
Water Board under the Water Commission Act After 1914, a right to divert water from a surface water
source or underground water flowing in a definite channel, requires a permit Erom the State Water Boazd.
Watci can be pumped from percolating groundwater without a state issued permit A water right is the legal
entitlement that authorizes water to be diverted by a user from a specified source (water supply) Eor a
beneficial, non-wasteful, use. The water right under a state issued permit spells out the point of diversion,
amount or rate of water that can be diverted, place of use and the purpose of use.
~w'agner and Bonsignore, an engineering firm specializing in water rights, was consulted to determine the
details of the Cit}~s water rights. The following additional sources were consulted:
• Stare Water Resources Control Board files fox City of Ukiah's ~x'ater Right Application 15704
(Appxopriative Permit)
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Figure 2.3. Ranney Collector Site
2: Description of Existing Water System 2005 Urban Water Management Plan
• Ciry of Ukiah's water suppl}' agreement with Mendocino County Russian River Flood Control and
Water Conservation Improvement District (Contract ox Project Water)
• Bernie Ziemianek, Public Utilities Director (2004 - 2005), City of Ukiah (Groundwater).
2.3.3.7 Appropriative Water Rights
Pre-1949 Appropriative Right. The Ciry has Pxe-1949 Appropriative Right for 2.8 cubic feet per second
(cfs) Eor diversion Erom the Russian River for a maximum of 2,027 acre-feet (AF) annually. This water right
is recognized in State Water Rights Board (predecessor to State Water Resources Control Board) Decision
1030.
Water Right Permit 12952 -Post-1949 Appropriative Right. VG'ater Right Pexrrut 12952 (Application
15704) provides for the diversion of Russian River underfloor for municipal purposes. Under this Permit,
water can be diverted at a rate not to exceed 20.0 cfs (9,000 gpm) from January 1 through December 31 (with
no annual limit). The face value of the City-'s Pre-1949 and Post-1949 appropxiative rights is approximately
14,480 AF annually. The Permit is considered aPost-1949 water right, which is a right that was initiated
subsequent to the authorization to constmct Coyote Valley Dam in 1949. The Pemut expired on December
31, 2000 and the City filed a Pcntion fox Fstension of Time with the SWRCB. The Permit is valid while the
Petition Eox Extension of Time is processed. Currently, the Permit covers Wells 2 (no longer in use) and 3
and the Ranney collector. The City has filed a Petition with the SWRCB to add Well 5 and expand its place
of use under Permit 12952.
2.3.3.2 Groundwater
The City currently diverts percolated gxoundwatex at Wcll 4 and may add other percolated groundwater
sources in the future. Groundwater Well 4 has a pumping capacity of 800 gpm ox 1,290 AFY. Section 3.2
provides a description of the Ukiah Valley groundwater basin, amount of groundwater pumped by the City
Erom 2000 through 2004, and the projected amount of gxoundwatex to be pumped in the Eumre from the
basin.
2.3.3.3 Project Water
Mendocino County Russian River Flood Control and Water Conservation Improvement District (District)
holds Water Right Permit 12947B Eox storage and use of up to 8,000 AF annually of water stored in Lake
Mendocino and/ox directly diverted Ecom the Fast Foxk of the Russian Riven The City has a water supply
agreement with the District that allows the City to purchase up [0 800 AF of water annually under the
District's permit.
2.3.4 Transfers and Exchanges
Three water districts bound the City. The City uses the greatest amount of water and serves the largest
population in the Ukiah Valley. While the City's water system is physically interconnected with Willow
Count}- Water District to the south and Millview County Water District to the north, and Millview is
physically interconnected to Calpella County Water District, the interwnnections between the City and the
adjacent districts are used exclusively fox emergencies. See Appendix C Eox Emergency Interconnection
Agreement dated Jul}' 1, 2002. Moreover, the Millview and Willow County `vY'ater Districts do not have excess
water to deliver to the Ciy's Distribution System, except in emergencies.
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2.4 Distribution System
Eight distribution reservoirs, with a combined capacih~ of 6.1 million gallons (mg), provide short term treated
water storage to be used on a daily basis and for emergency siruations such as fae fighting. These include a
2.5 mg concrete tank, a 100,000 gallon steel tank, a 13,000 gallon redwood tank, a 30,000 gallon steel tank
constmcted in 1996, a 135,000 gallon concrete clearwell with transfer pump station, three new storage tanks
completed in 2005 (two at 1.5 mg and one at 315,000 gallons), and high service pump station.
The distribution system is divided into four pressure zones'. The main zone, lone ], (approximately
97 percent of the system) is served by gravity from the 2.5 mg and 1.5 mg storage tanks. These tanks are
supplied by all system resources via the main distribution system. There is also a 15 mg dearwell and high
service pump station in Zone 1.
The remaining three smaller zones axe supplied by booster pump stations via the main distribution zone.
Zone 2 is served by gravity- from the I OQ000 gallon and a 315,000 gallon storage tanks. This zone is supplied
by the Golf Course Booster Pump Station at a rate of 350 gpm.
Zone 3, which has four service connections, is served b}' a 30,000 gallon bolted s[ecl storage tank. This zone
is supplied by a 100 gpm booster pump.
Zone 4 with tluee service connections is served by the 13,000 gallon redwood storage tank. This zone is
supplied by the 40 gpm Lookout Drive Booster Pump Station.
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S
~ 060
Zane4 f)K - - -
Laakauf or.
1025
1000
975
950
Zmex
875 _... __-.-- 0.1 MG OJIS MG
Zone J
Mmdonno PI
650 _ _ _____ JOK _. _.___.__
Zer1e t
Zone ] ~
Zane Z
Boaster Wmp
B75 ,_- ___-..- __--_-_- _.__
650
825
600
575 ~~ GPIA 1650 GPMi N600m sl N'-~ GPM I~7MGD I6MGD ~ I16051 MG y I I6 MGD ~
not used ~ On line 6106
Figure 23. System Hydraulic Profile
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CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
3. WATER SUPPLY QUANTITY AND QUALITY
As noted in Chapter 2, the City uses both surface water and percolated groundwater as its supply sources.
This chapter describes the surface water and percolated groundwater sources, quantifies, supply constraints,
and the water quality of the water supply sources. In addition, this chapter describes current and projected
water supplies, water supply rekabilin~ and vulnerability, water shortage expectations, and water shortage
revenue and expenditure impacts.
3.1 Surface Water
Section 3.1 provides a description of the City's surface water supply as well as the physical and legal
constraints of this supply. Currendy, the City- uses surface water sources diverted from the underflow of the
Russian River. T'he surface water sources consist of the Rannev collector and Wells 3 and 5. These surface
water sources are located along the Russian River on the east side of the service area.
3.1.1 Description
Water Right Permit 12952 (Application 15704) provides fox the diversion of Russian Ricer underflow fox
municipal purposes. Under this Permit, water can be diverted at a rate not to exceed 20.0 cfs from January 1
through December 31. The City collects underflow from the Russian River through its Rannev collector and
Wells 3 and 5, which axe located along the river's banks, pursuant to its Permit 12952. T'he Rannev collector
has an existing capacity of 3,400 gallons per minute (gym) or approximately 4.8 million gallons per day (mgd).
"the available capacity of the Rannev collector is significantly less than the designed capacity of 13 mgd, which
is equal to the City's water right T'he maximum capacity obtained from the Rannev collector was 9 mgd, well
below its design capacity. The Rannev collector has steadily declined from 9 mgd to its current capacity of
4.8 mgd. The significant loss in capacity of the Rannev collector may be a result of changes in the Russian
River channel moving away from Rannev collector and the compaction of clays and silts in the riverbed over
the Rannev collector. Another concern is the Rannev can only be used approxunately six months a year
during the drier weather months. During the rainy months, the turbidity in the Russian River increases,
which increases the turbidity of the water in the Rannev collector. The Microfloc contact dariHcation-
filtration units located at the ~X'"I'P cannot be operated efficiently under high turbidity conditions. It is not
possible to rely on the Rannev collector as a water supply s'ouxce during the winter when the turbidity of the
Russian River is high.
The water treatment plant (lX-'IP) was placed into service in April 1992. The source of water for the ~Y~'IT' is
the Rannev collector. Water is pumped from the Rannev collector to the WTP. The W'I'P has a name plate
capacity of 6.0 mgd and was designed to be expanded to 9 mgd. In 2006, a third filtration unit was added to
provide reliability and redundancy as required by DHS. The third unit does not increase treatment capacity.
3.1.2 Physical Constraints
The Rannev collector was constructed in 1966 with nine laterals that extended beneath and along side the
Russian River. One of the laterals, believed to be increasing water turbidity, was plugged and abandoned in
April 1981. The Rannep collector currently produces about 4.8 mgd (approximately 3,400 gym). The laterals
were cleaned in 2002 and four new laterals were constructed in 2003. Rannev capacity improved, but not
nearly as much as expected. "fhe reduction in Rannev collector capacity is believed to be due to two factors:
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1. The river channel moving away Erom the Rannev collector impacting the flow of water to the laterals.
2. Compaction of clays and silts in the riverbed over the laterals reducing the permeability of the soft
around the laterals and permanently lowering the pumping capacity in this area of the riverbed.
3.1.3 Regulatory and Legal Constraints
"I'he City's Water Right Permit 12952 expired on December 31, 2000 and the City filed a Petition fox
Extension of Time with the State Water Board. The Permit is still valid while the Petition for Extension of
Time is processed. The City has begun the process of preparing an environmental impact report (EIR) in
support of its application for an extension of time and its pending Petitions to change its points' of diversion
and place of use. It has completed an initial study, conducted a scoping session and is currently evaluating its
response to comments on the proposed scope of the EIR. The Cih~ has steadily increased its use and has
been diligent about maintaining its water right. The State Water Board is empowered to giant an extension of
rime to put water to beneficial use upon a showing to the Board's satisfaction that due diligence has been
exercised, that failure to wmply with previous time requirements has been occasioned by obstacles which
could not reasonably be avoided, and that satisfactory progress will be made if an extension of time is
granted. (Sec 23 CCR §844.) According to City's Water Right Engineer, Robert C. Wagner, the City should be
able to make the required showing of due diligence, since through no fault of the City, the demand for water
has not developed as quickly as was anticipated when the City's permit was issued. The State Water Board
wrote in WRO 2000-13, In the Matter of the Petition fox Extension of Time of the City of San Luis Obispo,
Permit 5882 (A10216)... "a municipality such as San Luis Obispo is to be afforded some latitude in putting
water to beneficial use, because the municipality must be able to plan fox, and meet, the needs of its existing
and future citizens (Water Code section 106.5, 1203.)" In Mx. Wagner's opinion, it is reasonable to expect
that similar latitude would be granted to the City of Ukiah to develop full beneficia( use of its water rights.
There does not appcaz to be any obstacles to approval of the changes in points of diversion and place of use,
subject to California Environmental Quality Act review. The City's request fox an extension of time to make
full beneficial use of water under its permit does not require a showing of water availabilih~ since such a
finding was made by the predecessor to the State Water Board in Decision 1030. However, the City
conducted and has included herein an analysis showing there is water available to meet its projected ultimate
demands.
3.2 Groundwater
This section provides a description of the City's percolated groundwater supply as well as the physical and
legal constraints of this supply. The City's groundwater supply consists of Well 4 with a capacity of
1,290 AFY.
3.2.1 Description
The Ukiah Valley groundwater basin (Number I-52 as described in California Department of Water
Resources Bulletin 118) is located in southeastern Mendocino County and is the largest basin along the
Russian River. It is approximately 22 miles long and 5 miles wide. "I"he basin is part of the Ukiah and
Redwood Valleys' to the north and then tributary valleys. This basin is not adjudicated.
A groundwater management plan has not been prepared Eox the Ukiah Valley ox Mendocino County. Based
on information currently available to the City, the groundwater supplies are adequate to meet existing and
future demands. There is published data available providing information on the storage capacity and
groundwater levels within the Ukiah Valley Groundwater Basins. United States Geological Survey (USGS)
published Water Resources Investigation Report 85-4258, "Groundwater Resources in Mendocino County,
California" wncludes the following:
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• Groundwater wells in the Ukiah Valley Groundwater Basin monitored over a 30 year period show no
pxominem long-term declines.
• Hvdxogxaph analysis indicates the Basin is rechazged fully each year except when precipitation falls
below 60 percent of normal.
• During the drought of 1976/77 when rainfall was less than 60 percent of normal, the groundwater
wells recovered to normal levels by the end of the 1978 rainfall season.
Further, California Department of ~Vatex Resources Bulletin 118 "California's Groundwater" concludes the
following:
• Groundwater in storage in the upper 100 feet of the most productive area of the Ukiah Valley is
estimated at 90,000 acre-feet.
• An additional 45,000 acre-feet oEgxoundwater storage is located within the mazgins of the Ukiah
Vallev.
• Groundwater levels in the Ukiah Valley Groundwater Basin Eox the past 30 years have remained
relatively stable.
• During drought conditions there is increased dxawdown of groundwater levels, but the levels recover
in post-drought conditions.
In general the Ukiah Valley groundwater basin will experience seasonal and year to year variation in water
levels due to climate and pumping stresses. However, these variations tend to be small. Water levels decline
in [he dry months and some wells may experience declines during successive dry years. But water levels in
general have always recovered. 'T'here does not appear to be a long term decline that would suggest shortage
or overdraft in the Ukiah Valley. The basin is not considered ovexdxafted and is not currently projected to be
ovexdxaEted. The preparation of a groundwater management plan is not merited at this time because of the
modest increases in demand. Table 3-1 lists groundwater pumping for the City. Since the Ukiah Valley has
not been adjudicated, the table is not apphcable as is indicated in the table.
Basin Name Pumping Right • AFY
Ukiah Valley not adjudicated
Total N/A
Table 3-2 lists the percolated groundwater quantity pumped by the City from 2000 to 2004.
Basin Name (s) 2000 2001 2002 2003 2004
Total Water Use 4,108 4,070 4,165 3,874 4,131
Groundwaler(Well4) 340 810 906 1,030 976
of Total Water Use' 8.3 19.9 21.8 26.6 23.6
e This represents the percentage o/the Gtys fatal water use that has been derived from its percolated groundwater source Data provided by City's wafer
treatment plant.
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3: Water Supply Quantity and Quality 2005 Urban Water Management Plan
The City began a well siting study in Map 2006 to add two gxoundwatex wells with a total capacity of
1,500 gpm. Table 3-3 lists the amount of groundwater projected to be pumped from 2010 to 2030 and its
relative percentage of total water supply based on the assumption of an additiona1750 gpm pumped from
groundwater wells 180 days of the yeas (605 AFI') above the maximum amount of groundwater that can be
pumped (1,290 AFY). If the City annexes land within its sphere of influence, additional groundwater wells
will most likely be needed to meet the increased demands.
Basin Name(s) 2010 2015 2020 2025 2030
Total Water Supply' 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 water lights and Poture groundwater pumping projecfions. It should be noted that the CRy does not have the
pumping capacity to provide this total
3.2.2 Physical Constraints
The physical constraint on the current percolated gxoundwatex supply is the pumping capacin~ of the existing
groundwater well. The combined pumping capacity of the City's surface water and percolated groundwater
well is not sufficient to supply the City's current peak demand.
3.2.3 Regulatory and Legal Constraints
It is believed that Well 4 pumps percolating groundwater, and, as such is not included in the City's Water
Rights Permit P'umxe diversions by the City axe likely to be from groundwater sources, either `percolating
gxoundwatex' or groundwater confined to a subterranean stream within a known and definite channel.
Percolating groundwater is not subject to the permitting authority of [he SVGRCB, unlike subterranean stream
gxoundwatex. Absent sufficient evidence to the contrary, gxoundwatex is presumed to be percolating
groundwater.
The 1999 State Water Resources Control Board Decision No. 1639 Iu the Matter of Garxapala Water Company in
Monterey County set Eorth criteria regarding the legal classification of gxoundwatex. According to the
Garxapata decision, for groundwater to be classified as surface water subject to appropriation, the following
conditions must exist:
1. A subsurface channel must be present;
2. The channel must have relatively impermeable bed and banks;
3. The course of the channel must be known ox capable of being determined by reasonable inference;
and
4. Groundwater must be flowing in the channel.
The Garxapata decision, interpreting section 1200 of the Water Code, was followed and applied in the 2006
opinion of the First District Court of Appeals in the case, North Gualala Water Company v. State Water Re.rourcer
Board 1139 Cal. App. 4~h 1577). That decision was left standing by the California Supreme Court.
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3: Water Supply C!uantity and Quality 2005 Urban Water Management Plan
In the Ukiah Valley, increased interest in the issue of legal classification has arisen since the Division of ~r'ater
Rights took the position that the groundwater pumped at the wells of the Hopland PUD and the Willow
County Water District is subject to SWRCB permitting authority. However, no formal decision has been
rendered by the Board itself.
As to the City of Ukiah, there has been no legal classification by the state of the ground water that might be
pumped by the City in the future. The burden is on the party asserting that groundwater is flowing in a
deFmite channel. The legal presumption is that well water is percolating groundwater. Using the applicable
legal standards and the available data, the City will make a determination regarding whether future wells
xeyuixe an appxopxiative rights permits from the SWRCB. There has been general acceptance by the Division
of Water Rights staff that existing We114 pumps percolating groundwater.
3.3 Desalination
There axe no reasonable oppoxturndes Eor the development of desalinated water within the City's service area
as a future water supply source because of the City's location relative to a source for desalination. Table 3-4
lists opporrunides fox desalinated water and reflects the fact that there are no opportunities fox desalinated
water.
Sources of Water Yield APY Stag Date Type of Use Other
Water purchased from:
Ocean Water 0 0 0 0
Brackish Ocean Waler 0 0 0 0
Brackish Groundwater 0 0 0 0
Other (such as impaired groundwater) 0 0 0 0
Total 0 0 0 0
3.4 Transfer and Exchange Opportunities
Currently, the City does not transfer or exchange water with any of the surrounding water suppliers. While
there axe connections between the City and Millview CWD and the Ciry and Willow CWD, these connections
are used only for emergencies and axe not included in the Ciy's supply totals.
TransferAgeney Transferor
bcchange
Short term Proposed
Quantities
Lorrgtertn Proposed
CuarrdUes
Millview County Water District 0 0 0 0 0
Willow Counly Water District 0 0 0 0 0
Rogina Water Company 0 0 0 0 0
Total 0 0 0 0 0
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The Ciry may purchase water, when adequate water supply is available, from the Mendocino County Russian
River Flood Conttol and Water Conservation Improvement District (District). The City has a water supply
agreement with the District that allows the City to purchase up to 800 AF of water annually under the
District's permit This water purchase is considered project water.
3.5 Water Rights
A detailed discussion on the water rights for the City is presented in Section 2.3.3.
3.6 Current and Projected Water Supplies
Even though the Ciry has water rights and ample water supply to meet the water needs for its customers, the
Cin~ does not have sufficient pumping capacity from its Ranney collector, surface water wells, and
groundwater well during peak flow demands and drought periods. The City has completed or will complete
in the near future several projects m help offset the lack of pumping capacity. The City began a well siting
study in May 2006 to add two groundwater wells with a total capacity of 1,500 gpm. Those new groundwater
wells will increase pumping capacity to reliably meet present peak demands and water demands during
drought conditions. However, additional water supply will be needed to meet water demands within the Citv's
sphere of influence. The City recently constmcted three new storage tanks to meet DHS regulations.
Improvements to the City's WTP were completed in September 2006. The W'IT' improvements comply with
new Califoxrria DHS regulations to ensure adequate reliability and redundancy. Table 3-6 lists water projects
as they relate to the overall supply of the City.
r
Projected Single MuWple Multiple
Projected Completion Normal-YsarAF Dry-Year Dry-Year1 MultipleDry- Dry-Year3
Project Name Start Date Date to City yield AF AF Year 2 AF AF
Two New Wells 5106 2008 605' 605' 605' 605' 605a
WTP 9106 Treatment N/A° NIA° NIA° N/A°
Improvements improvements
High Service Pump 3106 Increased N/A° NIA° NIA° N/A°
Station reliability
TOTAL 605 605 605 605 605
• Assumes 1,500 gpm pumped /rom two percolated groundwater wells at 50 percent capacity for 50 percent o/the time.
° These projects do not otter addifional suppry
Table 3-7 lists the current and planned water supplies fox the City for the years 2005 through 2030. Note that
this table lists the water available to the Ciry from its water rights and percolated groundwater. The City's
pumping capacity from its Ranney collector, surface water wells, and percolated groundwater well is limited.
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Water Supply Sources 2005 2010 2015 2020 2025 2030
Supplier surface diversions (Water Right 12952) 14,480 14,480 14,480 14,480 14,480 14,480
Project Water (Mendocino County Russian River
Flood Control and Water Conservation
Improvement District)
800
800
800
800
800
800
Supplier produced groundwater 1,210 1,815 1,815 1,815 1,815 1,815
Transfers in or out 0 0 0 0 0 0
Exchanges in or oul 0 0 0 0 0 0
Recycled water (projected use)° 0 0 tbd^ tbd^ tbdb tbdh
Desalination 0 0 0 0 0 0
TOTAL 16,490 17,095 17,095 17,095 17,095 17,095
• Projected recycled water usage is calculated in Section 4.0
° rbd -robe determined aher Gty completes its Recycled Water Master Plan.
Table 3-8 lists the projected normal water supply in acre-feet per year.
2010 2015 2020 2025 2025 2030
Supply 17,095 17,095 17,095 17,095 17,095 17,095
of year 2005• 104 104 104 104 104 104
• horn Table 3-9 base year for normal water year.
3.7 Water Supply Reliability and Vulnerability
The Cite has completed various projects to increase reliabilih and reduce vulnerability to meet anticipated
water demands. 'T'hese projects have included the following: 1) cleaned existing Ranney collector laterals, 2)
four additional laterals in the Ranney collector to replace lost capacity, 3) water distribution system
improvements fox reliability and redundancy, 4) a High Service pump Station to increase reliability, and 5)
increased water storage for emergencies and fire Fighting capability.
The City continues to explore various alternatives to improve reliability and reduce vulnerability. The City is
carrendv investigating additional groundwater well sites. "That investigation will include a determination as to
whether the groundwater is percolating gxoundwatex ox groundwater flowing in a definite underground
channel. 'I'o the extent the Cih~ is able to develop additional percolating groundwater wells, this would enable
the City to rely more on percolated groundwater than it does at present.
3.7.1 Reliability Comparison
California has experienced two droughts over the past 30 years, one severe drought in 1976/1977 and a
prolonged drought from 1987 to 1993. During both drought periods, the City did not experience any
shortages in its water supply. Customers voluntarlly cut back their water usage during this time to help the
City meet demands and demonstrate their concern fox the statewide drought conditions. In 1992, City water
demands were less than the previous year even though the number of connections and population increased.
Table 3-9 Gsts the basis of water year data fox the following section.
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3_Water Supply Quantity and Quality 2005 Urban Water Management Plan
Water Year Type
Average Water Year ~ 1962
Single Dry Water Year 197611977
Multiple Dry Water Years 1990 through 1992
As noted above, the City did not experience any shortages in water supply during the two most recent
drought periods. The City has developed a hypothetical four-year worst-case scenario to prepare Eox any
conditions that may cause water supply shortages. From this scenario, afoot-year drought has been anal}'zed.
It was assumed that the severity of this hypothetical period would yield 50 percent less water supply to the
City. The estimated water supply and xesuldng water supply deficiencies caused by this extreme case are
shown in Table 3-10. It can be seen from this example that deficiencies in overall water supplies would not
create a shortage for City customers based on approximately 4,200 AF normal demand as might be expected
to occur in 2005 - 2006.
However, the CitL-'s pumping capacity from its Ranney collector, surface water wells, and pereolated
groundwater well map be affected. During peak flow ox drought periods, when the water table is lower, the
pumping capacity may be limited even more than normal water years. The City has water rights to meet its
demand, however, only the Pre-1949 2,027 AFY are considered senior rights. The City also has, on a
contractual basis, 800 AFY from the Plood Control District. The remaining water right is Post 1949 and is
not senior to project water for the East Fork of the Russian River and Russian Ricer undexflow. Demands
are discussed in greater detail in Chapter 5.
Muklple Dry Water Years
Single
Average I Normal Dry Water Year Year 1 Year 2 Year 3 Year 4
Water Year 2006 2007 2008 2009 2010
16,490 8,245 8,245 8,245 8,245 8,245
%ofNormal 50 50 50 50 50
Conditions resulting in inconsistency of water supply are summarized in Table 3-11. ~k'atex quality' issues axe
not anticipated to have significant impact on water supply reliability. If applicable in the fume, chemical
contamination and the lowering of maximum contaminant levels (MCLs) for naturally occurring constituents
can be mitigated by constructing new treatment facilities for treatment prior to water deliver' into the water
distribution system.
~_
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Name of soppy RegulatorylLegal EmlronmeMal Water Quality Climatic
Surface Water Change in rights to Russian None None Drought that reduces the flow in
River water diversion the Russian and Eel River
signifcantly
Groundwater Change in pumping rights None None Multiple dry years that lower
groundwater table
Recycled water None None None None
The Potter Valley Project diversion from the Eel River watershed to the Russian River watershed by Pacific
Gas and Electrical (PG&E) has recently been reduced by estimates ranging from 26 percent to 33 percent.
(The City's preliminary analysis estimates 26%. See X3.10 Eor the preliminary analysis. This diversion has been
ongoing Eor almost 100 years with agricultural, municipal, and commercial economies relying on this
diversion. A preliminary analysis was completed to determine the effect xeducdons in flow would have on
Lake Mendocino and the Russian River. The results of the pxelixninarv analysis show that sufficient water
supply is available for the City and that increased diversions by the City will only have minor effects on Lake
Mendocino. The entire analysis Eox the Eel River diversions is located at the end of this chapter.
3.7.2 Wholesaler (Agency) Water Supply Projections
The City does not receive any of its supply from a wholesaler. Fox this reason, Tables 3-12 through 3-14
have been filled in with zeros and "N/A" for not applicable.
__-
Table 3.13. Wholesale Supply Reliability -
Percent of Normal AFY (DWR Table 21)
.:~
Wholesale Single Dry Year1 Year2 Year3 Year4
Surface Water 0 0 0 0 0
Groundwater wells 0 0 0 0 0
Recycled water 0 0 0 0 0
%ofNormal 0 0 0 0 0
Name of supply Legal EmlronmeM Water Quality Climatic
NIA 0 0 0 0
NIA 0 0 0 0
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The Citp may purchase, on a contractual basis, water from the Mendocino County Russian Ricer Flood
Control and Water Conservation Improvement District (District). The City has a water supply agreement
with the District that allows' the City to purchase up to S00 AF of water annually under the District's permit.
This water purchase is considered project water.
3.8 Water Duality
The WTP was placed into service in April 1992. The WTP was constructed to treat water collected in the
Ranney collector. Water is pumped from the Ranney collector to the ~YrI'P, which is located approximately
300 Eeet west of the Ranney collector. The WT'P uses the Microfloc contact clarification-filtration
technology. This technology is classified as an alternative filtration technology under the State Surface Water
Treatment Regulations. Treatment processes include pxechlorination, adsorption, clarification, mixed-media
gravity filtration, and disinfection. Filter backwash water generated from the water treatment plant processes
is discharged to two 216,000-gallon clarification reservoirs for recycling. Treated water is pumped to a new
1.5 mg dearwell /reservoir fox post chlorination. From the dearwell, the water is pumped into the
distribution system by vertical mxbinc high service pumps. Operation of the treatment plant is controlled
through the use of a pressure transducer in the Citv's new 1.5 mg reservoir.
Surface water Wclls 3 and 5, along with percolated groundwater Well 4, are equipped with gas chlorination
facilities'. In addition, Well 4 is equipped with a continuous reading turbidimeter. Afrer chlorination, water
from the surface water and percolated groundwater well is pumped directly into the distribution system.
Improvements to the WI"P were completed in September 2006. The improvements include an additional
Microfloc contact clarification-Filtration unit fox reliability and redundancy, new chlorine scrubber, new
sodium hydroxide tank and dispensing system, new water distribution SCADS system, and high service
pumps.
3.8.1 Water Quality of Existing Water Supply Sources
The qualiri' of the City's water system is regulated by DHS, which requires regular collection and testing of
water samples to ensure that the water quality meets regulatory standards and does not exceed MCLs. The
City performs water quality testing, which has consistently met or exceeded regulatory standards.
The quality of existing surface water and percolated groundwater supply sources over the next 25 years is
expected to be adequate. Surface water will continue to be treated to drinking water standards, and no
surface water or groundwater quality deficiencies axe foreseen to occur in the next 25 years. Table 3-15
summarizes the current and projected water supply changes due to water qualih'.
WahrSource r-
2005 ~
2010 -
2015. ~
2020 .r-
2025
2030
Russian River 0 0 0 0 0 0
ProjedWater 0 0 0 0 0 0
Groundwater 0 0 0 0 0 0
Recycled water 0 0 0 0 0 0
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3.8.2 Water Quality Effects on Water Management Strategies
The City has a Water Quality Emergency Notification Plan (Notification Plan) fox use when it is determined
that an imminent danger to the health of the water users exists. Within the Notification Plan, City staff is
duected to contact local authorities, radio stations, television stations, and newspapers. If necessary, Ciry
personnel axe available to make door-to-door notifications during the hours that other media sources axe not
available to broadcast a wazning.
The City also has developed a water treatment plant disinfection failure emergency plan, which describes the
automatic shutdown of the chlorination system in the case of equipment malfunction. If the chlorination
system cannot be rapidl}' xepaued, the City has the following options':
1. Stazt a manual auxiliary chlorinator,
1. Prechlorinate at the Ranney wllector and manually chlorinate at the dearwell if required,
2. Start groundwater We114 with an alternative dedicated chlorination system, and/or
3. Purchase water from the Mffiview CWD ox the Willow CWD through the emergency intertie
agreements.
Although the Ciro does not have a formal emergency plan in place in the event that water cannot be pumped
from the Ranney collector, surface water wells, ox its percolated groundwater well, the City would initiate
either Option 3 or Option 4 as described above, to provide water to its customers.
3.9 Water Shortage Contingency Plan
In 1977, the City of Ukiah adopted a Water Shortage Emergency Plan (see Appendix E), which recognized
the possibility of long ox short-term water shortages. The ordinance is intended to prohibit all nonessential
water uses, and to allocate the available water supply during any water shortage emergency. The City has not
needed to declare any water shortage emergencies due to lack of water supply.
F,mergency situations that have been declared have been the result of problems with water treatment or
distribution facilities. The Cite has been able to manage these emergency situations by restricting the
watering of Ciry parks and landscaped azeas.
Notification of any water shortage emergency condition in the City will Eollow the guidelines set forth in the
City's \X'ater Quality Emergency Plan. T'he City will fast notify local authorities, radio, newspaper, and
television media to inform them of the current status of the emergency. IE needed, the City will contact
neighboring water districts for mutual aid. If no other means is available, the City will notify customers on a
house-to-house basis of the emergency and what voluntary ox mandatory measures need to be implememed.
3.9.1 Estimate of Minimum Water Sugply for Next Three Years
This section outlines the estimated three-year minimum water supph~, the actions and stages described in the
Ordinance that will be implemented in the event of a water supply shortage, and the emergency preparedness
and plans Eor catastrophic events.
As was demonstrated by the hypothetical four-year muvmum water supply scenazio in Section 3.7.1, a 50
percent reduction in the City's overall water supply does not require the Ciry to declare voluntary or
mandatory rationing of water because of shortage of water supply. It should be noted that conditions that
may produce a 50 percent reduction in water supply may lower the pumping capacity of the Ranney collector,
surface water wells, and percolated groundwater wells. Demands fox the multiple dry water year scenarios
were held constant because of the history of customers voluntarily reducing water use. Table 3-16 outlines
the City's minimum supply for the next three years.
3-11
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3: Water Supply Quantity and Quality ~ _ 2005 Urban Water Management Plan
~r
Source
Normal
2005 ~.
Year1
2008 r .
Yesr2
2001 ~
Year3
2008
Surface Water 14,480 7,240 7,240 7,240
PrgectWater 800 400 400 400
Groundwater 1,210 605 605 605
Recycled 0 0 0 0
Total 16,490 8,245 8,245 8,245
3.9.2 Stages of Actions
Per California Water Code Section 10632 (a), the Water Shortage Emergency Plan adopted by the City is
divided into three stages. The three stages include both voluntary and mandatory rationing depending on [he
severity of the water supply shortage emergency. Table 3-17 shows the three stages and their representative
shortages.
No. ~ Water Suppy COndltions ~ %
I Initiated when 15 percent water conservation needs to be met 15
I I For further conservation andlor stage I is not being met 25-65
III Implemented if stage II is not achieving sufficient reduction ~ 25-65
The City is responsible for supplying water for the health and safety needs of the community. If it appears
the City may be unable to supply the normal demands and requirements of the water customers, the City
Council may, by resolution, declare a water emergency. Based on the severity of the predicted shortage, the
City will take the following actions:
Stage I: Voluntary Restrictions. `vY/hen the City Council declazes that a Stage I water shortage exists, the
City will issue a proclamation urging citizens to institute water conservation measures on a voluntary basis.
Stage II: Nonessential Water Use. `v`Uhen the City Council declares that a Stage II water shortage exists, the
City will institute mandatory water conservation measures. The City's Municipal Code includes prohibition
on use such as fire hydrant use restrictions; exterior irrigation restrictions; requirements for correction of
leaks, breaks or malfunctions within a user's plumbing system; car, boat, building, and mobile home washing
restrictions; restrictions on washing of sidewalks, driveways, and other hard surfaced areas; restriction of
swimming pools; and restriction of potable water use for dust control purposes.
Stage III: Further Nonessential Water Use. All of the mandatory- Stage II water use restrictions will
continue to be enforced when the City Council declares a Stage III water shortage exists. In addition to the
Stage II restrictions, the City will implement the following measures: daily usage allotment of 50 gallons per
permanent resident for single family ox duplex and 45 gallons per permanent resident for multi-residential
units, all other uses will be limited to fifty percent of prior water use for a similaz period, restriction on
irrigation water, and restrictions for hand-watering.
3-72
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3: Water Supply Quantity and Quality 2005 Urban Water Management Plan
California Water Code Section 10632 (e) xegtxixes the water supplier to provide consumption reduction
methods in the mos[ restrictive stages of a water shortage. Table 3-15 summarizes the consumption
reduction methods and then projected reductions.
Stage When Projected
Metirod Takes Redudlon
Reduction Metirods Enact (%Y
Voluntary Reductions I 10
Prohibition of non-essential uses II 15
Mandatory Allotments III 25
As the City has never been in a critical situation, these values have been assumed based on reductions observed
in other cities.
3.9.3 Prohibitions, Penalties and Consumption Reduction Methods
California Water Code Section 10632 (d) requires mandatory prohibitions against specific water use practices
that maV be considered excessive during water shortages. The City's Municipal Code includes prohibition on
various wasteful water uses during a dedaxed water shortage emergency. These mandatory prohibitions aze
implemented during a Stage II ox Stage III water shortage emergency and axe fisted in Table 3-19.
3-73
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3: Water Supply Quantity and Quality 2005 Urban Water Management Plan
Stage When
Exanples of Prohibitions Prohibidon Becomes Mandatory
Use of water from public hydrants for any other purpose than fre II
I II
protectionlprevention ,
Use of water through any meter when the consumer has been given 2 days notice I I
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 ,
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 I I
I II
control ,
Use of water to wash sidewalk, driveway, street, parking lot, tennis court, or other
hard surfaced area by hosing or by otherwise direct use of water from faucets or II, III
other outlets
Use of water to ill or refill any swimming pool II, III
Use of water to add to any swimming pool not equipped with and using a pool II
II I
cover ,
Use of water in excess of the daily usage allotment set forth as:
Single family or duplex - 50 gallons per permanent resident II I
Multi-residential units-45 gallons per permanent resident
All other uses not expressed above shall be limited to 50 percent of prior use fora III
similar period as determined by the City lrom its records
Water to irrigate III
Use of water for hand-watering III
Any customer violating the regulations and restrictions on water use receives a written wazning from the City
for the fast violation. If the violation continues and the Ditector determines there has been a "willful failure
to comply" with the regulations, the City may shut off a customer's water service. Table 3-20 lists the
specifics of these charges and in what stages they may occur.
Panahies or
When Penalty Takes Effect
Penalty for use beyond restrictions as described in Stages II and Illa II, III
Penalty for use of water for prohibited uses described in Table 3-18' Ii, III
Both first and second violations o/this ordinance within any one yearpehod shall be in/racfions. Any violations that conh'nue aRer notice
shall be a separate offense and shall be punishable as such hereunder; further, each day such violafion continues shall be considered a
separate o/lense ford. 691, §7, adopted 1977).
3.9.4 Mechanisms for Determining Actual Reductions
California Water Code Section 10632 (i) requires the water supplier to develop a mechanism for determining
actual reductions in water use in the course of carrying out the water supply shortage contingency analysis.
Water meter monitoring will be used to determine the amount of water reductions achieved during droughts.
3-74
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3: Water Supply Quantity and duality 2005 Urban Water Management Plan
3.9.5 Revenue and Expenditure Impacts during Shortages
Section 10632 (g) of the California Water Code requires an analysis of the impacts of each of the actions
taken for conservation and water restriction on the revenues and expenditures of the water supplier. To date,
the City has not experienced shortages where they implemented restrictions ox prohibitions. In Association
of Bay Area Governments 2005 VG'atex and Wastewater Revenue Bonds, Series A (2005), a rate stabilization
fund was establish to allow the City to use money within this fund during a period of decreased revenue or
increased expenditures until the City can implement a rate increase. The Ciro would increase its sates as a
measure to overcome revenue impacts.
.~~~ ... -
• .., ~ ..
Heroes of rrreasures Check H Discussed
Rate adjustment /
Development of reserves /
.. ~ ... -.
s - .• ~ r
Names of m~sures Check if Discussed
Reserve Fund /
3.9.6 Catastrophic Supply Interruption Plan
California Water Code Section 10632 (c) requires actions to be undertaken by the water supplier to prepare
Eox and implement adopted procedures during a catastrophic interruption of water supplies. The City has
described its emergency response plan in Division 6, Chapter 2 -Emergency Services of the City of Ukiah City
Municipal Code.
- ~-
3-75
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3: Water Supply Quantity and duality 2005 Urban Water Management Plan
Air pollution /
Fire /
Flood /
Storm /
Epidemic /
Earthquake /
Power Outages
War /
Hazardous materials /
Environmental disaster /
Table 3.24. Preparation Actions
for a Catastrophe ~DWR Table 25)
'®'
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 Bonsignore
- ---~ --
~-~ s
ORAF7 for review purposes only.
P:1128000\128619 -Ukiah UWMP1Draft Report ~ August 20071Dratl UWMP (08102007J.doc
Effect of Reduced Eel River Imports
on Future Water Supply for City of
Ukiah Urban Water Management 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 treat 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.
Completed by Wagner and Bonsignore 3-17
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 I. 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 Right's Board (predecessor to the
State Water Board) issued a permit pursuant to Application 15704 to the City 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
Completed by Wagner and Bonsignore 3-18
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 drafr 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
Completed by Wagner and Bonsignore 3-19
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 Irrigation 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 Through Normal Dry Critical
Sep 16 Apr 14 35 cfs 35 cfs 5 cfs
Apr 15 May 14 35 cfs 25 cfs 5 cfs
May 15 Sep 15 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
Completed by Wagner and Bonsignore 3-20
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 1. 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
Completed by Wagner and Bonsignore 3-21
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 the 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
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
In a June 8, 2007, letter (attached) from Randy Poole (General Manager, SCWA) to David Moller (Manager of
Relicensing, PG&E), Mr. Poole states, "The Agency and the County still do not know how PG&E is operating the
Project, or whether operating [he 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 [o Mc 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.
Completed by Wagner and Bonsignore 3-22
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)
Completed by Wagner and Bonsignore 3-23
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 Anal
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. In 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
Completed by Wagner and Bonsignore 3-24
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 l 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. [n 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. It 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 the 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
Completed by Wagner and Bonsignore 3-25
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.
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.
Completed by Wagner and Bonsignore 3-26
This 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. It will
take time to develop this additional analysis. The UWMP will be revised as additional and more
accurate information becomes available.
Completed by Wagner and Bonsignore 3.2~
7/23/2007
TABLE 7
Eel River Imports to East Fork Russian River (acre-feet)
Excluding Imports to Potter Valley Irrigation District Canals
VJY Oct Nov Dec Jan Feb Mar
1961 15,126 17,843 18,471 18,110 16,274 18,402
1962 17646 13,349 18,362 18,801 16,628 18,402
1963 16,168 18,155 18,319 18,330 16,693 16,024
1964 12,439 16,051 17,930 18,500 17,034 14,699
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 17, 739
1968 15,045 10,391 17,744 18553 17 351 18 610
1969 15,907 17 687 17,817 17,683 15,959 17 712
1970 16,976 14,798 12,907 17,780 1 fi,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 17661
1975 16,444 17 X15 16,246 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 1,436
1978 804 2,233 9,402 17,147 16,138 17,717
1979 14,530 17,423 7,186 12,210 16,626 18,240
1980 16,897 16,763 18,443 18,062 17,379 18,286
1981 17, 42 7 13,18 4 14, 2 73 11, 379 16, 636 17, 653
1982 19,579 16,548 19, 717 19,434 18,052 19,698
1983 9,616 13,018 17,354 19,282 17,649 19,482
1984 4,641 10,940 16,207 19,133 18,115 19,373
1985 77,854 17,966 18,340 18,791 17,158 19,341
1986 17,596 9,656 15,591 16,258 13,901 79,168
1987 17,933 7591 5,248 5,383 12,044 17,929
1988 6,064 5,359 15,759 17,500 17,020 8,392
1989 4,877 8,333 17,933 77,867 12,758 17,963
1990 16,144 11,492 9,142 16,390 16,644 76,685
1991 19,123 14,587 4,897 2,202 2,497 16,203
1992 15,743 11,681 5,002 8,366 12,879 19,772
1993 8,406 8,589 13,734 16,806 16,423 19,835
1994 18,335 12,049 10,885 8,513 11,546 13,990
1995 5,092 5,568 3,721 3,557 5,308 3,160
1996 5,439 7672 12,522 76,070 18,333 19,569
1997 17,201 11,621 16,465 13,113 11,429 9,969
1998 9,557 17,338 16,263 18,084 14,737 20,236
1999 17,746 17,058 17,433 11,586 9,894 18,000
2000 10,127 12,750 11,711 13,002 16,657 17,877
2001 9,527 11,054 2,862 3,933 3,293 7,094
2002 5,486 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 11,766 16,092 14,420 14,419
2006 6,770 5,590 3,464 11,006 12,333 9,156
Average 13,870 13,390 13,757 14,615 14,199 15,946
(cis) 209 208 224 238 256 259
Source: 1976-83 8 1987-2006: per USGS gage #11471099;
1961-75, 198486: USGS gage #11471000 reduced to refle
Apr May
17,514 16,886
16,376 7,533
17,211 16,657
3,926 3,665
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 13,615
17 533 17,187
18,029 15,687
6,555 2339
253 838
17,752 18,482
17,112 18,538
17,957 16,009
11,703 7,962
19,270 19,593
18,806 18,667
15,041 6,293
12,014 3,377
10,568 6,040
6,952 5,568
4,854 5,988
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 6,460
19,295 18,601
6,936 6,357
19,464 18,157
1z,m2 tz,as4
to,441 10,zs1
11,582 6,250
6,990 5,371
15,297 17,405
10,401 6,454
12,972 9,555
12,240 13,337
13,157 11,421
221 186
C portion to PVID.
Jun
1o,oae
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
9,418
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
s.es7
4,717
4,199
9,318
5,227
8,688
7,045
8,578
144
Jul Aug Sep Total
5,998 6,074 15,430 176,176
10,421 10,600 9,333 165,781
9,684 10,298 10,233 178,462
6,363 6,928 8532 129,186
10, 392 10, 746 14,049 173,133
9,678 10,497 14,440 165,273
14,455 14,702 15684 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, 57 7
4,867 3,095 6,680 165,386
11,640 8,634 14,186 152,382
7,042 6,958 13,401 167,684
4,983 4,253 12,309 143,057
6,758 6,367 14,299 166,172
4,050 4,685 10,919 105,968
1583 1450 577 50,005
8,896 8813 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
4,594 6,060 16,786 137,068
8,210 5,667 7,363 122,447
7,075 6,284 5,816 125,026
9,812 6,897 14,658 170,958
3,695 7,168 3,949 105,220
5,336 5,135 5,486 59,913
8, 571 9, 285 17, 036 164, 323
6308 8,118 9,648 123,842
8,303 7,293 12,012 179,735
Q fi01 6,631 8,113 144,683
6,857 6,986 7,807 131,333
3,106 2,916 3,437 69,770
4,227 4,425 4,292 117,622
7,686 7946 13,331 128,347
5,256 5,540 5,879 124,961
7,337 6,952 6,738 122,058
6,861 6,690 7,097 101,590
7,271 7,160 10,138 141,605
178 116 170 195
COULFORxIS, tablesi Z,5
7/23/2007
WV Od Nov Dec
1961 15,291 19,353 35,%9
1962 17,572 14,573 2fi,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 76,231 17,939 51030
1970 17,677 15,279 35,955
1971 17,617 23,457 60,891
1972 9,243 11687 23,838
1973 17,852 21,680 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 1,785 4,659 25,052
1979 15,253 17,885 8,303
1980 19,688 29,925 34,350
1981 16,147 14, 025 16, 782
1982 19,482 47,749 61,721
1983 10,818 25,510 51,563
1984 6,062 36,889 64,059
1985 20,361 35,788 25,143
1986 19,d88 13,266 22,340
1987 19,393 9,443 6,684
1988 9,021 7,859 36,899
1989 4,864 13,831 26,738
1990 17, 756 12, 302 10,148
1991 19,411 15,081 5, 377
1992 15,912 13,387 5,937
1993 9,352 8,878 32,045
1994 17 483 11,377 12,708
1995 4,933 7,730 10,606
1996 6,672 8,868 27,981
1997 16,671 12,802 40,755
1998 9,560 20,743 27,412
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 11084 9,069 44426
2005 8 737 6,647 28 723
2006 7,736 8,662 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
58 6%
23,157
10,469
4,697
84,933
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
76,972
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
FeD
61 842
47,408
37,885
20,182
21,509
32,595
25,587
36,419
59,079
33,783
20,704
23,586
46,509
30,369
65,981
14,061
1 654
57,155
54,269
55,677
28,459
50,875
62,724
31,587
28,660
107,186
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
37,591
Mar Apr May
42,435 22,203 20,265
43,770 20,896 7,835
29,104 52,604 21,930
17477 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
31016 21,626 17,897
27,946 9,350 5,778
39,662 21,479 20,543
26,599 19,936 14,519
35,636 21,908 13,198
56,767 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 67,869 20,926
112,129 44,202 28,049
30,199 20,160 8,583
30,308 16,661 3,913
56,230 15,327 6,%8
37 827 10,622 6,891
9,503 7,295 8,426
59,287 24,445 14,864
23,824 3,719 8,287
41,665 20,295 15,499
29,397 17,415 13,091
31,226 26,325 23,413
15,761 6,891 6,661
68,423 19,018 17,959
38,539 26,529 22,209
17,147 8,432 7313
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 8,957 6,795
27,872 41390 31423
25,807 12,944 8,715
34,108 26,164 23,491
59,848 53,910 20,434
36,119 22,646 14,501
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
9,067
13,644
7,565
6,895
22,086
3,382
7,123
13,238
6,4%
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
10,824
10,568
5,651
3,981
10,780
7,238
5,960
8,608
3,447
547
7,625
7,381
7,fi84
s,oze
8,398
15,787
4,637
7,391
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 Total
4,985 16,132 253,971
10,630 8,803 240,140
10,949 10,332 281,292
5,865 8,172 164,242
10,505 12,881 327,823
11,421 15894 235,267
15,628 16,052 315,918
12,266 11,782 205,255
10,459 15,021 339,153
8,651 14,093 288,615
1,587 6,210 287,526
9,755 14,694 1%,569
7,404 15,172 286,489
4,259 15,079 334,404
9,136 16429 314,099
5,709 11,171 136,441
1,222 2,093 60,612
7,988 11,738 320,563
7,097 15,505 239,551
5,417 16,082 330,481
3,612 10,320 191,412
8,797 15,781 416,194
15,144 4,167 441,787
9,634 6,843 252,262
7,301 17423 217,868
4,871 9,529 299,917
5,970 6,724 149.947
5,808 5,314 176,486
7,849 6,327 221,283
4,314 16,465 167,949
4,267 6,008 149,175
7,099 6,835 171,856
7,404 14,515 302,607
7,170 3,642 126,619
5,709 5,488 251,988
10,084 16,866 281,352
8,430 9,689 220,831
13,117 12,921 418,600
8,959 11,272 262,931
8,789 7,115 211 A99
3.939 4,223 117,552
5,635 5,427 208,966
8,723 13,990 262484
6,200 4,899 240,90E
6,811 7,024 228,676
6,343 6,803 355,711
7,628 10,629 250,115
(cfs) 223 285 503 685 677 587 381 236 162 124 124 179 346
Source: USACE.
COULF41 ] xls, 1a01ee1 2 5
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
)/231300]
WV Oct Nov Dec
1961 15,126 17, 843 18,471
t 962 17,646 13,349 18,362
1963 16,168 18,155 18,319
1964 12,439 16,051 17,930
1965 15, 760 17, 985 15, 472
1966 16, 590 10, 740 13, 571
1967 17, 902 17,171 18, 693
19fi8 15,045 10,391 17,744
1969 15,907 17,487 17,817
1970 16,976 14 798 12,907
1971 16, 084 15, 834 18, 671
1972 9,356 10,480 15,122
1973 15, 971 17, 633 12, 242
1974 6,315 1,580 18,728
1975 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
t 979 14,530 17,423 7,186
t 980 16,897 ifi,763 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
t 986 17,596 9,656 15,591
1987 17,933 7,591 5,248
1988 6,064 5,359 15,759
1989 4,877 8,333 17,933
1990 76,144 11,492 9,142
1991 19,123 14,587 4,897
1992 15,743 11,681 5,002
1993 8,406 8,589 13,734
1994 18,335 12,049 10,885
1995 5,092 5,568 3,721
1996 5,439 7,672 12,522
1997 17, 201 11, 621 16,465
1996 9,557 17,338 16,263
1999 17,746 17,058 17,433
2000 10,127 12750 11,711
2001 9,527 11,054 2,862
2002 5,486 11,709 18,183
2003 5,159 6,189 7,917
2004 10,292 9,352 16,828
2005 6,292 6,827 11,766
2006 6,770 5,590 3464
Average 12,870 12,390 13,767
TABLE 4
Estimated Future Imports to East Fork Russian River (ac-ft)
Jan
18,110
18,801
18,330
18,500
18,429
18 439
18,755
18,553
17 683
17,780
18,618
18,411
t6 757
15,655
15,486
8,255
3,285
17,147
12,210
18,062
11,379
19,434
19,282
19,133
1 El 791
14,258
5,383
17,500
17,867
16,390
2,202
6,366
16,806
8,513
3,557
16,070
t 3,113
t 8,084
11,586
13,002
3,933
17,128
7,914
18,250
16,092
11,006
14,615
Feb
16,274
16,626
16,693
17,034
16,811
16,746
76,841
77,351
15,959
16,300
17,042
13,179
16,731
13,558
14,201
5,588
512
16,138
16,626
17,379
16,636
18,052
17,649
18,115
17,158
13,901
12,044
17,020
12,758
ifi,644
2 497
12,879
16,423
17,546
5,308
18,333
11 429
74,737
9,894
16,657
3,293
17,276
13,960
14,fi20
14,420
12,333
14,199
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
4,639 2,083 3,501
4,788 2,083 3,501
4,702 2,083 3,501
4,686 2,083 3,501
4,857 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
4,616 2,083 3,501
4723 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 2,083 3,501
4,717 2,083 3,501
4,344 2,083 3,501
4,879 2,083 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 2,083 3,501
4,875 2.083 3,501
1,806 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
4,397 2,016 3,218
Jun
4,463
4,463
4,463
2,380
4,463
4,463
4,463
4,463
4,463
2,380
4,463
4,463
4,463
4,463
4,463
1,488
298
4,463
4,463
4,463
4 463
4 463
4,463
4,463
4,463
4,463
2,380
2,380
4,463
1 488
1,488
4,463
4,463
1,488
4,463
4,463
4,463
4,463
4,463
4,463
1 488
4,463
4,463
4,463
4,463
4,463
1,868
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,fi05
6,478
5,151
5,000
6,385
t 0,905
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
5,885
5,627
5,544
2,241
4,461
6,171
4,994
5,603
5,588
5,597
Aug Sep Tota
6,074 15,430 127,33:
10,600 9,333 127,02
10,298 10,233 129,92(
6,928 8,532 114,75(
10, 746 14, 049 131,14'.
t 0,497 14,440 123,19E
14,702 15,484 143,67E
10,092 10,470 121,78f
10,249 14,273 131,351
6,848 13,174 115,80E
3,095 6,680 115,871
6,634 14,186 113,38°
6,958 13,401 119,634
4,253 12,309 91,6fit
6,367 74,299 720,351
4,685 10,919 94,746
1,450 577 46,881
8,813 11,859 87,663
8,432 16,415 114,070
3,348 15,154 126,030
5,169 11,342 109,227
8,791 15,039 137,99fi
14,876 3,420 121,059
8,992 7,110 105,721
7,309 14,990 134,177
5,723 8,571 105,501
4,544 4,017 73,483
5,009 4,883 88,334
5,893 6,311 93,691
6,060 16,786 105,096
5,667 7,363 67,804
6,284 5,816 86,409
6,897 14,658 106,450
7,168 3,949 84,895
5,135 5,486 51,521
9,285 17,036 108,122
B,t 18 9,648 106,502
7,293 12 012 116,271
6,631 8,113 107,219
6,986 7,807 99,505
2,916 3,437 45,859
4 425 4,292 97,904
7,946 13,331 83,189
5,540 5,879 100,563
6,952 6,738 89,111
fi 690 7,097 72,589
7,160 10,138 104,226
Avg (o!s) 209 208 224 238 256 72 34 52 65 91 116 170
CoULFO4.IS, new mani6ly Import
7/23/2007
WY Od Nov Dec
1961 15,081 17,844 3,638
1962 17,786 8,773 3,736
1%3 9,265 22,900 34,326
1%4 13,246 37,859 13,198
1965 12,341 6,482 61,137
1%fi 15,850 26,123 14,105
1 %7 17,171 28,201 28,666
1 %8 19,895 13,065 13,845
1%9 11,475 11,217 46,535
1970 13,789 15,134 37,802
1971 10,786 5,355 62,160
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 16,507
1977 10,717 9,971 5,687
1978 2,552 865 431
1979 12, 070 14, 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 3,370
1989 9,080 5,121 8,599
1990 9,870 9,133 9,501
1991 16,954 15,728 5,149
7992 12,987 7,163 5,449
1993 12,927 8,757 8,945
1994 24,413 11,566 9,441
7995 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 10,415
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 21,835
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
32,860
35,6fi1
83,654
111,fi24
69,020
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
77,647
11,138
58,684
42,751
75,790
74,536
21,063
6,282
7,812
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
23,5%
1s,nc
46,647
19,201
112 459
59,628
43,389
2,199
23,782
22 90fi
56,932
24,366
31,273
35,875
Mar Apr May
41 479 21,049 15,309
40,140 15,239 6,555
22,fi67 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
20,896 8,581 10,659
28061 57,924 21,180
64,751 17,014 20,210
16,374 3,370 9,939
819 2,884 5,332
37,994 26,333 17,598
28,549 11,402 19,907
29,873 15,195 17,043
25,903 9,500 8,720
32,310 61,495 18,700
109,936 40,199 25,603
15,327 18,109 7,123
6,956 15,099 8,949
45,782 10,43fi 10,617
26,540 8,218 11379
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 22,843
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 12,519
2,117 4,454 7,542
7,954 11,761 11,905
12,775 33,117 34,298
16,569 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
8,706
9,100
9,404
16,039
11,260
14,043
13,166
15,539
12,732
15,366
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
11 778
24,274
12,543
15,432
10,683
14,465
14,903
16,218
13,352
13,252
13,343
Jul
19,968
11,560
9,878
14,140
12,228
14,718
13,912
16,699
16,164
17,245
14,993
17,250
19,934
15,602
15,666
18,397
11 845
i6 086
1Q385
16329
20,869
13,832
15,745
17,571
16,895
1],419
15 759
11,845
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
17,728
15,664
14,883
15,723
Aug Sep Totai
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 11,639 213,597
16,628 12,982 323,016
17,800 13,875 305,119
17,855 14,206 275,462
18,125 15,854 179,215
19,101 14,589 284,974
20,513 24,621 330,70°
19,065 19,397 295,94E
15,640 13,434 158,694
10,526 5,758 75,553
18,197 12,508 259,67(
17,978 15,397 234,911
17,993 14,331 322,021
17,295 13,781 209,371
19,306 14,402 376,504
14,299 14,100 428,91<`
12,689 12,291 264,63[
13,764 12,379 211,69E
16,497 14,931 309,765
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 12,879 148,32E
17,323 14,371 174,461
15,864 13,224 274,64E
12,807 14,048 150,01E
15,999 13,643 235,49E
18,190 14,024 258,284
15,334 13,625 247,801
19,619 19,770 380,451
20,950 19,167 275,133
19,879 14,221 206,36E
11,504 13,132 104,04E
16,049 15,165 226,181
17,166 15,492 229,305
12,909 11,937 251,59'
15,412 13,948 203,493
15,059 12,492 353,51E
16,128 14,282 242,814
(tis) 221 229 341 647 646 421 821 234 '224 256 262 240 336
Source: USACE.
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FIGURE 5 -Lake Mendocino Outflows
Average for Water Vears 1961 - 3006
700
600
~ 500
u
C 400
LL
d
rT 300
A
d
Y
6 200
100
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Od Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Annual
Historical 221 229 341 647 646 421 321 234 224 256 262 240 336
Future Baseline
210 186 209 578 624 276 185 216 219
247
249
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284
Scenario A
Future Baseline
161 125 436 637 640 281 185 140 179
224
226
187
284
ScenarioB
Future Scenarios: Inflow to Lake reduced by FERC license condition E5.
Scenario A: May-Nov downstream tlemantl =historical release cappetl at 275 tls-
Scenario 8-. May-Nov downstream demand =historical release minus excess River flow above D-1610 regmt.
courmo a., e.~~n~~a~mo..,
Oct Nov Dec Jan Feb Mar Apr May Jun Jul nug oep
I, ~ Historical flFUture Baseline Scenario A ®Future Baseline Scenario B
r
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FIGURE 7 -Lake Mendocino Outflows
Scenario A
Average for Water Years 1961 - 2006
_ Y
} 1.
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'~, ®Future Baseline Scenario A D Future Baseline Scenario A plus Increased Ukiah
Future Baseline
Scenario A
Future Baseline
Scenario A plus
Increased Ukiah
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Annual
210 186 209 578 624 276 185 216 219 247 249 230 284
214 187 196 563 621 276 185 218 224 254 255 235 284
Future Scenarios: Inflow to Lake reduced by FERC license condition E5.
Scenario A: May-Nov downstream demand =historical release capped a1275 cts.
Scenario B: May-Nov downstream demand =historical release minus excess River flow above D-1610 regmt.
LOOL@0 •Iq senA ouMOws
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FIGURE 9 -Lake Mendocino Outflows
Scenario B
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`u
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d
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Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep
-__
®Future Baseline Scenario 8 D Future Baseline Scenario B plus Increased Ukiah
Future Baseline
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Future Baseline
Scenario B plus
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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 contlition E5.
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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.) Acre Feet
Zero Capacity 1736.00 1817.7 0
Out[et 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
PGBcE datum = U.S.G.S. datum + 8L70 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
Tbis new capacity table was developed by PG&E using Onnnistar 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 bark to-October Ol, 2005
/,
Unofficial FERC-Generated PDF o£ 20061020-0025 Received by FERC OSEC 10/18/2006 in Docketif: P-77-000
., ,
P+ciflc refs a,uf
-~ ffectricComAsrry'
October 16, 2006
ci
c.^•
r'i
r ~~
Honorable Magalie R. Salas, Secretary `
'v
Federal Energy Regulatory Commission .
=~:
OEP/Division of Hydropower Administration and Compliance y ; ^.
868 First Street, NE
~
Washington, DC 20426 `
'-<
~: e
F.
Re: Potter Valley Protect, FERC No. 77
Response to Resource Agency Letter Re Operating Rule Compliance
Dear Secretary Salas:
On August 3,2008 and August 15, 2008, respectively, the California Department of Fish
and Game (CDFG) and the National Marine Fisheries Service (NMFS) flied letters with
FERC raising concerns regarding PG&E's implementation of the new flow regime under
the amended license for the Potter Valley Project (Project). In response to those letters,
PG&E notified FERC staff at the Regbnal Ofllce of Its intent to consuR with both CDFG
and NMFS to better understand their concerns. PG&E met with representatives of
CDFG, NMFS, and the Round Valley Indian Tribes (RVI7) on September 7 and October
5, 2008 to discuss the new flow regime for the Project. After these meetings, PG&E
reviewed all lbw records for the Project since the new flow regime was implemented in
June of 2004. Based on that review, PG&E 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 President of Generation for PG&E, I want to assure you that pG&E
takes these Implementation errors very seriously. PGSE already has taken a number of
specific actions to ensure ita operations are in ful! compliance with the new flow regime,
Including providing additional operator training and instructions. Within the next 30
days, PG~E will provide FERC wHh a list of any additbnal corrective actions that may
be appropriate.
ORf GIN~1L.
John S. Reenen
Senior Vice President
Senentioe S Chief Nothu ONicer
77 &ele Stnd, Meilcode 83T
San Fentnto. C4 84105
Milling gddreef
Meil Code 802, Room 3T35
D. 8oe 77000D
n rreneitapC4 84177
~§ 1n'~
iM1firne3lYJ(4S>~
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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 tc the mistaken
application of NMFS' Reasonable and Prudent AltematNe (RPA); (2) overrefeases that
occurted in 2004, 2005 and 2006 as a result of PG&E's efforts to comply with the East
Branch Russian River (EBRR) minimum slow requirements set forth in RPA Sectlon 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 adjustments required bythe RPA. Each of these scenarios
Is discussed in turn below. A summary of the RPA Flow Requirements is included for
reference in Attachment A.
Uno£flclal FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/16/2006 in Docket: P-77-000
~ 1
Honorable AAagalie R. Sales
October 16, 2006
Page 2
A. ~trerreleattes'When Cape Hom Dem Was Spilling
PGBE has determined that during periods when Cape Hom Dam was spilling in 2005
and 2006, PG&E misapplied the limitations set forth in Section E.5 and Instead diverted
water to the EBRR up to the maximum available tunnel capacity. The specific 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
uninterttlonal and stemmed from PG&E's erroneous reliance on the modeling developed
by the Department of the Interior (DOI) during the license amendment proceeding.
Although the DOI modeling was Initially developed to support the flow proposal
recommended by DOI 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 modeling are reflected In the final environmental Impact
statement prepared by FERC as well as the final biolog~al 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:
it the sum of the accretion [between the Cape Horn and Scott 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
!or additional flow releases from Lake Pillsbury and the excess accretion is
used to flil the diversion tunnel up to !ts capac/ty. The accretion flow
above the tunnel capacity ig released at Cape Hom Dam.
i
See Attachment C, "Generalized Hydrolog~JOperational Model of the Upper Eel River
Basin/Potter VaNey Project," prepared for DOI by the National Resources Consulting
Engineers, Inc. at p. 13 (emphasis added).
Although the modeling assumed that diversions to the EBRR would be maximized when
Cape Hom Dam was spiNing, the final language In RPA Section E.5 specifying
maximum diversions to the EBRR did not incorporate an exception }or spill conditions.
Unfortunatety, when PG&E began implementing the RPA flows, personnel who had
been Involved in the license amendment proceeding and familiar with the D01 modeling
erroneously applied the modeling logic during periods of spill at Cape Hom Dam rather
than folbw the limitations specifically set forth in Section E.5. The result Is that PGBE
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
Unofficial FERC-Generated PDF of 20061020-OD25 Received by FERC OSEC 10/18/2006 In DocketN: P-77-000
Honorable Magalie R. Salas
October 16, 2006
Page 3
apparent discrepancy between the modeling and the language. RPA in Section E.5.
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 Fiow Requirements
fn 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.S, as a result of PG&E's addition of a small buffer to its EBRR releases to
ensure that it Cully 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 flow 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 PGBE 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 To 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-6eneraEed PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 In DockeCN: P-77-000
I
Honorable Magalie R. Sales
October t 6, 2006
Page 4
Under RPA Section E.S, 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 April 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, PG&E tailed 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 cfs on September 16, 2004, PG&E appears to have
continued to release the t25 cfs maximum, while applying the approximately 10 cfs
buffer described in the preceding section. PG&E 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, PG&E 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
aher March 14, 2005 are discussed earlier in this letter and in Attachment B.
PG&E acknowledges its compliance failure in relation to the issues described above
and is committed to fully and accurately implementing the RPA. PG&E also
acknowledges the important role that CDFG and NMFS played in bringing this issus 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 PG&E standards.
If you have any questions or concerns, please contact Randy Livingston, Sr. director -
Power Generation at (415) 973.6950.
Sincerely,
YM~v S~
V
TCandelario:msp
Attachments
UnoFFicial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in Docket«: P-77-000
Honorable Magalie R. Salas
October 16, 2006
Page 5
cc:
Mr. Phil Scordells
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 81vd., 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
Younlville, CA 94599
Steven V. Quesenberry; 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
NOAH -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
Yountvilte, CA 94599
Mr. Joe Ely
Stetson Engineers, Inc.
2266 S. Dobson Road, Suite 219
Mesa, AZ 85202
Mr. Ryan Broddrick, Director
CA Department of dish and Game
1416 Ninth Street
Sacramento, CA 95814
Mr. Charles Thompson
Director
Round Valley Indian Tribes
P.O. Box 448
Covelo, CA 95428
Unofficial FERC-Generated PDF of 20061D20-0025 Received by FERC OSEC 10/18/2006 In DocketN: P-77-000
ATTACHMENT A
UnoFFicial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/18/2006 Sn Dockettr: P-77-000
ATTACHMENT A, .Summary of RPA Flow Requirements
On January 28, 2004, FERC issued its Order Amending License for the Potter Valley
Pro]ect. 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 (or a new flow regime at Potter Valley. Appendix A of the Order Amending
License contained numerous operating rules for Project flaws, 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, MFl6,
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 cfs 35 cis 5 cfs
A r 15 Ma 14 35 cis 25 cfs 5 cis
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 NIFi 6 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 cfs 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.
O M t i
E.5. 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 Section 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 10/16/2006 in Docked{: 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
The ycan 2004, 2005 and 200fi urre all clasilicd ax nc+rmal water ycarx.
Unofficial FERC-Generated PDF of 20061020-0025 Received by FERC OSEC 10/16/2006 in DocketM: P-77-000
ATTACHMENT B
Unofficial FERC-Generated FDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in Docketll: P-77-000
eMnchmonl R rlvw_releeeeu nt Feller Vallev PH During Tlmea of Solll et CeDe HOrn Dam
Lake Pillsbu Potter Valle PH Eel Rlver ai CHD
Date ompar son to
Target Storage
Curve TSC
E-16
RPA E-16
Allowance
Over-
release cfs
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 40 216 168 110
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 1280 110
3/21/2005 <TSC 97 40 57 4420 110
3/23/2005 <TSC 75 40 35 4870 110
3/24/2005 <TSC 160 40 120 3380 110
3/25/2005 <TSC 280 40 220 2170 110
3!26/2005 <TSC 262 40 222 1390 110
3/27/2005 <TSC 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 282 40 222 1720 110
4/1/2005 <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 282 40 222 1100 110
4/6/2005 <TSC 261 40 221 456 i10
4H.5/2005 <TSC 163 85 78 718 110
4/18/2005 cTSC 163 85 78 699 110
4/17/2005 <TSC 163 85 78 682 110
4/18/2005 cTSC 116 85 31 662 110
4/19/2005 <TSC 105 85 20 641 110
4/20/2005 <TSC 114 85 29 520 110
4/21/2005 <TSC 114 85 29 322 110
4/22!2005 <TSC 171 85 88 262 110
4/23/2005 <TSC 264 85 179 107 110
4/24/20D5 <TSC 264 $5 179 110 110
4/25/2005
4126/2005 <TSC
<TSC 264
264 85
85 179
179 111
109 110
110
4/27/2005 <TSC 264 85 179 114 110
4/28/2005 <TSC 264 85 179 111 110
4/29!2005 <TSC 284 85 179 152 11 D
4/30/2005 <TSC 244 85 159 285 110
5/1/2005 <TSC 166 85 81 355 110
5/2/2005 <TSC 165 85 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 85 79 777 110
5/6/2005 <TSC 164 85 79 764 110
1Df5
Unofficial FERC-Generated pDF of 20061020-0025 Received by FERC OSEC 10/18/2006 in Docketll: P-77-000
waacnmenc o. war-releas es a~ rover vane Nit oun rmea of 5 I II at Ca Morn Dam
lake Pillebu Potter Valle PH Eel River at CHD.
Oate ompar son to
Target Storage
Curve TSC
E-16
RPA E-18
Allowance
Over•
release efa
E•11
RPA E11
Minimum
5/7/2005 <TSC 164 85 79 754 110
5/8/2005 <TSC 164 85 79 875 110
5/9/2005 <TSC 163 85 78 2580 110
5110/20D5 <TSC 163 85 78 2120 110
5/11/2005 <TSC 162 $5 77 873 110
5/12/2005 <TSC 163 85 78 889 110
5/13/2005 <TSC 162 85 77 94g 110
5/14/2005 <TSC 162 85 77 1200 110
5/15/2005 cTSC 182 125 37 t180 110
5/16/2005 <TSC 162 125 37 1040 110
5/17/2005 <TSC t82 125 37 737 110
5/20/2005 <TSC 162 125 37 2170 110
5/21/2005 <TSC 181 125 36 1070 110
5/22/2005 <TSC 161 125 36 1270 t10
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(28!2005 <TSC 161 125 36 663 110
5!27/2005 <TSC 161 125 36 419 110
5/28/2005 <TSC 161 125 36 412 110
5/29/2005 <TSC 160 125 35 431 110
5/30!2005 <TSC 160 125 35 639 110
5/31!2005 <7SC 160 125 35 629 110
6/1/2005 <TSC 185 125 40 570 110
6/2!2005 <TSC 185 125 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
6/712005 <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 3g2 gg
6111!2005 <TSC 152 125 27 147 53
6/12/2005 <TSC 152 125 27 139 4g
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
6/77/2005 <TSC 152 125 27 B23 31
6/18!2005 <TSC 150 125 25 280 29
8/19/2005 <TSC 150 125 25 268 27
6/20/2005 <TSC 150 125 25 234 26
6/21/2005 <TSC 150 125 25 222 24
8/22/2005 <TSC 150 125 25 215 23
2of5
;,
~,
June 8, 2007
Mr. David Moller
Manager of Relicensing
Pacific Gas & Electric Company
245 Market Street -Mail Coda Nl 1 C
Sazt Francisco, CA 94105
Dear Mt•. Moller:
rILa:Wd40-G,1-1 PG&II PO'I"I'80. VALLEY
PROIaCT OPHRATIONS
Thank you for meeting with Sonoma County Supervisors Mike Reilly and Pau] Kelley and myself on
May 17, 2007, to discuss PG&E's recent changes to Potter Valley Projact operations.. As vva discussed in our
meeting, the Sonoma County Water Agency (Agency) and the. County of Sonoma ate very concanted about
the changes in flows into the Russian River watershed from the Potter Vallcy Project instituted by PG&B
begihuiug in the fall of 2006. These flow changes have adversely affected water storage levels in Laka
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 taking action to attempt to mitigate the impacts of PG&E's changes in Potter Valley Project
operations and preserve fall storage in Lake Mendocino. These actions include requesting and receiving
authority from the State Water Resource Control Board to temporarily reduce Russian River minimum
instream flow requirements, az~d working with the Agency's customers and other water users to implernent
additional water conservation measures.
As discussed in our meeting, PG&E implemented the changes in Potter Valley Projact 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 lurow how PG&E is operating the Project, or whether operating the
project using other criterion that is also coizsistent with the existing Federal Energy Regulatory Commission
(FERG) license could have resulted in higher Lake Mendocino storage. Although Potter Valley Project
diversions to the Russian River watershed are critical to the Russian River fishery and to the lxgion's water
supply, PG&E changed those diversions without analyzing the impact of the changes on these interests, and
without notifying or discussing the impact of the changes with those impacted by the changes.
We ware encouraged to hear at the May 17, 2007 meeting that PG&E is slow willing to provide information
about Project operations to the Agency, and to include lira Agency in future meetings regarding project
operations. At the May 17, 2007 meeting, you requested, and we agreed to provide, specific detail about the
_typas of information and arrangements requested by_the Agency. ,Those details are attached._ _ _ _ .... ___ _
P.O. nox ]1628 -Santa Rosa, CA 95406 - 404 Aviation 6oulovard -Santa Rosa, CA 95403 - (707) 526-537D -Pax (707) 544-6123
0
>,
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 power production Heads to maximize the water supply benefit of the Project
to the Agency. We belieya that agreement requires a full sharing of information with the Agency, and fiill
participation by the Agency in ongoing discussions about Projoct operations. Moreover, as noted in our
meeting, the Agency has significant expertise in the areas of hydrology, tnodeling, engineering, and fisheries
biology, and is willing to use that expertise to work with PG&E slid other stakeholders to maximize the
benefit of the Project for both Russian River and Be] River interests.
Since the impact of the 2004 FBRC ]icense amendment on flows hrto the Russian River watershed is in
reality much greater than anticipated, we are looking forward to working with PG&B 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 responsa'to our requests. If you have any questions about the requests, please
call Chris Murray at (707) 547-1925.
Sincerely, ~ ~~
Randy D. Po t'e
General Manager/Chief Engineer
Bnc
c Supervisor Mika Reilly
Supervisor Paul Kelley
,~ Chris Murray
Steve Shupe
Jb;flleservedde[u/cl/Jablodow/engr/Scherzinger/draft oFletler to pge re pvp Informnaon flnei G•a-07.doc
,:
Information and Coordination Reauesta to PG&);
Operations and Maintenance Documentation
]. Re]iability criteria For determining scope of maintenance program for all facilities. I!
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 m• implementation of the .
reasonable and pendant alternatives contained in the 2004 PERC license.
4. Any alternative or contingency operating criteria, plmrs, and instructions to operating staff, including
description of criterin used to determine when alternative operations would be implemented.
5, Identify and provide any and all computer programs (including modeling programs), cun•antly 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 maintenairca and replacement and
the priority of maintenance and replacement in the event of budget shortage. ,
Agency Coordinatton Requests
1. Provide notification of operation mode changes.
2. Provide notifcation of any operation diff culties or emergencies.
3. Provide notification of any inspections of facilities.
4, Provide notification of mrscheduled slmt dons or significazrt flow reductions in the tunirel.
S. Provide notification and coordination (including providing copies of study reports) on any fishery
studies performed.
6, Provide access to all project areas for fisheries studies, .operations coordination, and inspection of
facilities. '
7. Include SCWA in projacta•elated meetings with regulatory agencies and stakeholders, including
NOAA Fisheries, Department of Fish and Gama, Pedaral Energy Regulatory Commission, Round
Valley Indian Tribes, and others.
8. _ Provide right of first refusal of sale of Pr_ojact.
9. Identify long and short tans goa]s and plans for the Project
o,
Information and Coordination Roanosts to PG6cL.
Long Term Strategies
1. Work with SCWA to develop and commm~icate PG&E's long term vision/plan for operation of the
project, _
2. Work with SCWA to develop and comnnmicate sahnonid recovery strategies for the Russian River
and Eel River watersheds.
3. Work with SCWA to develop and communicate plans and strategies with respect to license renewal.
4. Work with SCWA to develop and coordinate project operations to facilitate and balance Eel River
and Russian River basin water supply needs and ealmonid recovery goals.
5. Amend 1965 Agreement to incorporate notification and coordination activities described above.
2
Pacific Gas and
ElacGfc Company°
June 22,2007
Power Generation 245 Merkel Street
Sen Frenciarn, CA 84106
Maipnp Address
Mall Coda N11C
P. 0. Box 770000
Sen Francisco, CA 94177
Mr. Randy D. Poole
General Manager/Chief Engineer
Sonoma County Water Agency
404 Aviation Boulevard
Santa Rosa, CA 95403
Re: Potter Valley Project, FERC
No. 77
Dear Mr. Poole:
Thank you for your June 8, 2007 letter concerning Pacific Gas and Electric Company's
Potter 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 Protect 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 to 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 condi#ions 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 200(1, 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 w(th 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 forecast 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 D. 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 on
a daily basis via the Internet since March of this year. Additionally, for many years now,
PG&E has provided your agency with dally 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 cont(nue 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 we 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 fook forward to continuing to work with your agency and others to
try to minimize the impact ofgreater-than-anticipated reductions in these diversions
result(ng from operating the Potter Valley project in compliance with the Project license.
Yours tnaly~ n,,
David Moller, Director
Hydro Licensing
DWM/msp
cc: Sea attached Ilst
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 Department of Fish and
Game
Northern Region
801 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 Agerticy
404 Aviation Boulevard
Santa Rosa, CA 95403
Mr. Robert Floerke, Manager-Region 3 .
California Department of Fish and Game
7329 Sllverado Trail
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
Mall Code: DHAC, PJ-12
888 First Street, N.E., Room 1A
Washington, D.C. 20426
CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
4. RECYCLED WATER
This chapter discusses recycled water. Included in this chapter are discussions on agent}' coordination,
existing wastewater facilities, current and projected recycled water use, agricultural irrigation, and recycled
water optimization plan.
4.1 Agency Coordination
The City's Wastewater Treatment Plant (W WTP) treats residential and commercial wastewater Eiom two
entities, the City and the Ukiah Valley Sanitation District (UVSD). The UVSD serves Mendocino College,
El Dorado Estates, Vichy Springs, 18 percent of the accounts within the City limits, and other areas
contiguous to the City. Figure 4-1 shows the service azea boundaries for the Cite- and UVSD.
The City has set a goal to develop a Water Recycling Master Plan to investigate the economic feasibility of
recycled water in the Ciry and L'kiah Valley and to identify potential uses for recycled water to reduce the
demand on its drinking water supplies. In 2005 and 2006, the City and UVSD submitted applications Eor
state and federal grants to conduct a feasibility study and a Water Recycling Master Plan study. Although the
specific roles in the study's development have not been determined, the agencies listed in Table 4-1 axe
assumed to play important roles.
.. ~ ..
Participatlng Agencies Role in Development
City of Ukiah to be determined
Ukiah Vailey Sanitation District to be determined
4.2 Wastewater Quantity, Quality, and Existing Uses
The Ciry collects wastewater from approximately 82 percent of the area within the current City limits, while
the UVSD collects wastewater from the remaining portion of the City and from most of the urbanized areas
surrounding the City. The populations of the Ciry and UVSD axe approximately 15,600 and 5000,
respectively. Collected wastewater is transported by gravity through a main trunk sewer that is located along
the west bank of the Russian River from the north end of the valley to the City's WlX'I'I' located on the south
end of the Ciry. The WlY/'I'P discharges advanced, tertiary treated water to the Russian River from October 1
through May 14 at a rate that does not exceed one percent of the Russian River flow. From May 15 through
September 30, discharge is only to three evaporation/percolation ponds (ponds). The Water Quality Control
Plan fox the North Coast Region (Basin Plan) prohibits wastewater discharge to the Russian River between
May li and September 30.
41
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P.11280001128619-Ukiah UWMP1Drafl Reppn-Aggust 2007\Drait UWMP (08702007).doc
4: Recycled Water 2005 Urban Water Management Plan
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Figure 41 . Ukiah Wastewater Treatment Plant Service Area
42
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P'.1728000\128fi19- Uklah UWMP\Dratl Repotl -August 200T[7rafi UWMP (08102007i_tloc
Water 2005 Urban Water Management Plan
Wastewater Collection System. The collection system fox the City and IIVSD consists of gravity pipes that
range Ezom 6 inches to 42 inches in diameter. The total length of gravity pipe is approximately 67 miles.
Most of the collection system is served by gravity; however, two areas on the east side of the City require
pumping stations to convey the flow to the gravity sewers.
The age and condition of the Cih's sewer collection system vazies by location. A portion of the collection
system in the downtown area was installed in the 1890s. Appxoxunately one-half of the City?s collection
svstem was installed before 1957 and 90 percent was installed before 1977.
Wastewater Treatment System. Construction of the original ~~'W I'P was completed in 1958. The original
plant consisted of a headwoxks facility (one barminutoc and Eour influent pumps), pre-aeration grit tanks, one
primary clarifier, one trickling filter, one secondary clarifier, a chlorine contactor pipe, two anaerobic
digesters, two oxidation ponds or evaporation/percolation ponds, and two sludge lagoons. The original plant
capacity was 2.5 mgd average dry weather flow (ADWF) with a peak wet weather flow of 10.5 mgd.
Discharge was to the Russian River. The design organic and solids loadings were 5,400 pounds per day
(Ib/day) and 5,4001b/day, respectively.
The North Coast Regional Water Quality Control Board (Regional Water Boazd) of California modified
dischazge requirements in 1974 to allow only seasonal (October 1 through May 14) discharge to the Russian
River at a dischazge rate of one percent of the river flow. Flow above one percent of the Russian River flow
between these dates and all flow from May 15 through September 30 is disposed of by a combination of
evaporation and percolation from the ponds and by reuse of treated effluent onsite.
In 1983, the plant capacity was increased to 2.8 mgd AD\X'F with a maximum wet weather flow discharge to
the Russian River of 7.0 mgd. I'hc improvements included conversion of the secondary clarifier into a
second primary clarifier, construction of a biological tower in addition to the trickling filter, tluee new
secondary dazifiexs, a new chlorine contactor pipe, new dechlorinadon facilities, addition of emergency
generator facilities, and a new direct outfall. In addition, an earthen levee was constructed azound the W~'TP
site and sludge lagoons at an elevation of 580 feet MSL to protect against the 100-year flood level.
In 1986, a third evaporation/percolation pond was constructed to the north of the two existing ponds, and in
1989, an effluent pumping station was constructed to transfer secondary effluent to the third pond. Also in
1989, the Regional Water Board revised the Basin Plan to require advanced wastewater treatment (AWT) of
the effluent discharged to the Russian River. Secondary treatment was also required for discharge to the
ponds. In 1995, the bazminutors in the hcadworks were replaced with channel screen comminutoxs, and a
fourth secondary clarifier, a new A~~'T svstem, and a new solids' handling facility, including a belt filter press
fox processing solids, were constructed.
Currently, the City's Wl&"I'P dischazges treated effluent under the National Pollutant Discharge Elimination
System (NPDES) Permit No. CA0022888 issued by the Regional ~k'atex Board. Two dischazge points aze
permitted as described above, one to the Russian River and the other to the three ponds. Figure 4-2 is an
aerial view of the WlX'IP. Tables 4-2 and 4-3 summarize historical and projected wastewater flow from the
collection, treatment, and disposal systems.
43
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4: Recycled Water 2005 Urban Water Management Plan
.. •
Type of Wastewater
2000 2005 ~
2010 2015
2020 2025 2030
Wastewater collected & treated in the service area 3,7108 4,4838 4,762^ 5,295' 5,829° 6,362° 6,895 °
Volumethatmeetsrecycledwaterstandards 8768 441• 1,016° 1,129° 1,244° 1,357° 1,471°
a Actual plant data.
Interpolafion o(data behveen 2000 and 2030.
2025 Design Cdferia hom TM 29, Technical Memoranda for the Wastewater Treatment Improvement Project Volume 2, June 2003.
° Based on average iecycled water produced (or the pedod between 1997 and 2002.
The City is constructing improvements to the ~Y'WTP facilities that will improve the effluent discharged.
Completion of the improvements is expected in June 2009. The improvements to the W\x'TP will allow the
AWT facilities to meet recycled water standards. The volume oExecycled water for this UWMP was
estimated based on plant data from the ~IX/'T facility dischazge to the Russian River from 1997 through 2002.
The W`vY'TP discharged approximately 21.3 percent of its flow to the Russian River during that time period.
Therefore, it was assumed that the Wlx'TP would discharge 21.3 percent through 2030.
. ~ - ~ .. ~
Current
Method of disposal treatment level 2005 2010 2015 2020 2025 2030
Discharge to Russian River Tertiary 441 1,0168 11298 12448 13578 1471e
EvaporationlPercolationfrom Secondary 4034 3,423° 3,843" 4,262^ 4,682° 5,101°
Ponds
Reuse within Plant Secondary 8° 323° 323° 323° 323° 323°
Total 4,484 4,762 5,295 5,829 6,362 6,895
Based on average recycled water produced (or the period behveen 1997 and 2002.
Value o/recycled water with no pemolafion /rom ponds. Assumes evaporah'on from ponds would be minimal
Estimated use ofplant water wdhin the WWTP property boundaries.
M
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P9128000V 28619- Uklah UWMP1Draft Report ~ August 20071Draft UWMP (08102007).tloc
Figure 42. City of Ukiah Wastewater Treatment Plant
4: Recycled Water 2005 Urban Water Management Plan
4.3 Current and Projected Recycled Water Use
Only a small portion of the treated effluent is currently reused onsite at the W W'I'P. It is used for landscape
irrigation, process washdown, and spray water. Because the flow that is reused is relatively small, it is not
measured.
Potential publicly owned recycled water sites within and near the City include the Ukiah Municipal Airport,
Highway 101 median, Ukiah Golf Course, city parks, schools, Anton Stadium, City's softball complex, City
Cic'ic Center, City and County Fairgrounds, and Mendocino College. Potential privately owned recycle water
sites include vineyards and orchards.
The estimated acreage of land that could be irrigated from publicly owned sites is approximatel}' 236 acres.
There are not sufficient publicly owned facilities Eox use of all the recycle water and any recycled water
program would require the participation of privately owned facilities. The Ukiah Municipal Airport and
Highway 101 median axe located close to the WW'I'P site and axe the most feasible sites fox recycled water.
Most of the other sites arc located in the northern part of the Citv, while the WI~TP is located in the
southern part of the City. This makes the cost to use recycled water significantly higher.
Privately owned facilities such as vineyards and orchards are the most likely users of recycled water.
However, significant barriers could limit the feasibility of a recycled water program for privately owned
facilities. These barriers include the following: 1) seasonal need for water does not necessarily correspond
with times when recycled water is most available, thus requiring additional storage facilities, 2) Eor organic
farmers, the thought is that the use of recycled water would remove the organic certification from then
products, 3) privately owned facilities feaz the possibility oElosing their existing water rights if xec}'cled water
is used, 4) existing water supplies appear to be sufficient to meet their needs, and 5) it is not cost effective to
use recycled water without subsidizing the recycle water program.
Tables 44, ¢5, and 4-6 list the actual, potential, and predicted recycled water use within the City.
User type •.
TnastrnentLevel
2005 . '. ~
2010 ~
2015 2020
2025
2030
Agriculture Tertiary 0 0 tbda tbda tbda tbde
Landscape Tertiary 0 0 tbd' tbd' tbd' tbd'
Wildl'rfe Habitat 0 0 0 0 0 0
Wetlands 0 0 0 0 0 0
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 tbd tbd tbd
Total Potential
Recycled Water 8 323 3,843 4,262 4,682 5,101
<The uses !or recycled water have not been determined. Tha total amount will be divided amongst these uses.
° This quantity of flow reused at the plant is not measured. If is a relafivety small quantity. Estimated use olplant water within the WWrP property boundaries.
45
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Water
2005 Urban Water Management Plan
Disposal of wastewater is a vital part of the overall water balance for the City. The fast step to understanding
the role that recycled water has in the water balance is to complete a Water Recycling Master Plan, which the
Ciry plans to complete in the fume One component of the Water Recycling Master Plan will evaluate the
economic feasibility and fmancing options for a recycled water system.
Usertype .. ~ krr
kr• a •.. -
2000 Projac0on for 2005
2005 Actual use
Agriculture 0 0
Landscape 0 0
Wildlife Habitat 0 0
Wetlands 0 0
Industrial 0 0
Groundwater Recharge 0 0
Other (user type) 0 0
Total 0 0
4.4 Recycled Water for Agricultural Irrigation
The Uldah Valley around the Ciry has extensive fazming operations and potential candidate customers /end
users far the City's recycled water. Two principal issues axe important for potential reuse -effluent quality
and implications fox water rights.
Effluent Quality. Once the WWTP improvements are completed, the AWT effluent from the City's W\K/'I'I'
will meets DFIS requirements for unrestricted reuse (Title 22, California Administrative Code), specifically
effluent filtration and disinfection to achieve total coliform concentrations of less than 2 most probable
number per 100 milliliters. Such effluent would generally be acceptable for most agricultural applications,
e.g., irrigation of pasture lands or fields used to forage. However, because of the AWT treated effluent total
nitrogen concentration, vineyard owners may have some reservations regarding such reuse. Also, the Uluah
Valley has a high percentage of organic farmers. At this time, organic farmers may fear losing their organic
certification if they use recycled 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. However, California Water Code Section 1010 provides
that no claim of water right (riparian, pre-1914 appropriative, post-1914 appropriative) will be reduced or lost
as a result of the use of recycled water, and that the use of recycled water in lieu of surface water is equivalent
to maintaining that right and shall constitute beneficial use. Further, Water Code Section 13550 states that
46
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<The uses (or recycled water have not been determined
Water
2005 Urban Water Management Plan
certain conditions must be met before the S\XBCB can require a right holder to accept recycled water. The
source must be of adequate quahh~, fuxrushed at a reasonable cost, and not be detrimental to public health,
prior rights, or the environment The SWRCB is responsible for making a determination on each of these
conditions and cannot require such use until aBer proper notice and a hearing is held.
4.5 Optimization Plan with Incentives
The Cih' will develop a W'atex Recycling Master Plan in the furore that will address optimizing the use of
recycled water. The City is also investigating the use of dual distribution systems to promote re-use.
Methods to encourage recycled water use will be considered, but have not been determined vet. Table 4-7
cannot be completed until after the completion and adoption of a \X'atex Recycling Master Plan.
AF of use projeUed to resuk tram this action
ANornt 2010 2015 2020 2025 2030
To Be Determined tbd° tbda tbda tbd' tbd'
Total tbd' tbda tbda tbd° tbda
.These numbers cannot determined unfit completion and adoption oI a Water Recycling Master Plan.
47
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P.\12800011 28 61 9 -Ukiah UWMP1Dratl Repotl-August 200TDrait UWMP (08102007).tloc
CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
5. HISTORICAL AND PROJECTED WATER USE
Water demand projections provide the basis for sizing and staging furuxe water facilities. Water use and
production records, combined with projections of population, employment, and urban development, provide
the basis fox estimating future water requirements. This chapter presents an analysis of available
demographic and water use data, customer connections, historical groundwater and surface water production,
unit water use, and the resulting projections for future water needs Eor the City.
5.1 Employment, Land Use, and Population
The following paragraphs discuss the employment characteristics, land use characteristics, and population
projects.
Employment Characteristics. Industry employment in Ukiah and the surrounding azea is provided largely
bV the retail and service industry. Agriculture also is a major employer in Mendocino County. Industries
include wineries, ~nneyaxds, pear orchards, and wood products. The number of small non-agricultural types
of manufacturers and service industries continue to rise, while timber industry activities are in decline. As
with many rural communities, state, county, and local government agencies also constitute a significant past
of local employment (Ukiah Chambers of Commerce htm://w-ww.ukiahchamber.com/demog_aplucs.himl).
Land Use Characteristics. Land use within the City region is characterized as suburban. Additional land
uses in the region and service area include agriculture, light industrial, commercial, and recreational.
Land use within the Russian River watershed is primarily agricultural with the greatest emphasis on vineyards,
livestock, and orchard crops. Major orchard crops consist of apples, peazs, and prunes, while some
production of other crops such as cherries and walnuts also occur. The Russian Rives watershed contains
both dry and irrigated pasrums, with both hay and grain grown (Ukiah Chambers of Commerce
htto ~ / /www ukiahchamber com/demog_xaphics html).
Population Projections. Ukiah has experienced slow population growth with a 2.9 percent total increase
between 2000 and 2004. In 1995, the General Plan estimated an average annual growth rate of 4.5 percent.
More recent data from the California Department of Finance indicates an average annual growth rate of 0.77
percent Erom 1999 to 2003. Fox the future water production analysis, an annual growth rate of 1.0 percent
was assumed in the population projections in the City. Build-out for the City is expected in 2015 at a
population of 17,992. The City also has plans to annex the land within it sphere of influence within the next
20 years. The existing population within the City's sphere of influence is estimated at 5,675. The population
within the City's sphere of influence is expected to increase by 7,000. Table 5-1 summarizes the curzent and
projected growth for the City assuming the City will gradually annex land within the sphere of influence for a
20 year period stazting in 2011. Table 5-1 shows the current and projected population projections.
5-7
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5: Historical and Projected Water Use 2005 Urban Water Management Plan
Population esh'mafed /rom data provided by the Gty. Gty buildout expected to be reached in 2015
= Projections include populah'on esh'mates /rom within the City's sphere o/influence.
5.2 Historical Water Use
Water production is the volume of watec measured at the source, which includes all water delivered to
residential, commercial, and public authority customers, as well as unaccounted-Eor water. Records of
historical water production obtained Eiom Bartle Wells Associates serve as the basis for developing unit water
demands Eor the City. The City recently restmctured its water rate schedule and is also updating its
accounting system. Current data does not support an accurate basis for developing unit water demands by
user type.
5.2.1 Water Use By Connections
The City currently serves about 15,600 residents through approximately 5,700 connections. Current City
accounting practices do not identify separate account types such as single family residential, multi-family
residential, industrial, institutional/commercial, or landscape. The number of connections was projected
based on the average number of people per connection from years 2002 to 2004. It was assumed that the
City would begin annexing land within its sphere of influence in 2011 and that this process would span 20
years. This is reflected in Table 5-2 through 5-4. 1'he total number of connection is shown in Table 5-2.
Year Total connections Peoplell:onnectlon
2002 5,511 2.87
2003 5,558 2.87
2004 5,684 2.84
2005' 5,718 2.85
2010" 5,965 2.86
2015' 7,399 2.86
2020' 8,507 2.86
2025' 9,615 286
2030' 10,723 2.86
AVER4GE 7,188 2.86
indicates projected values
Based on the projected number of connections, an average production per connection was calculated for
future water production through 2030. Table 5-3 shows this data. Because of the limitations of the City's
accounting system, the water demands fox industrial and commercial accounts can not be accurately
determined, and therefore, are factored into the 2.86 people per connection value. This is also reflected in
5-2
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P \1 2800011 2861 9 -Ukiah UWMFlDfdR Report -August 20071Draft UWMP (08102007).doC
• Data 6om California Department o/Finance 2003
5: Historical and Projected Water Use 2005 Urban Water Management Plan
the 0.73 AFY per connection. If a large water user enters the City's system, the UWMP should be updated to
reflect this.
.. -
Year - ~-
Total produNon [AFY]
Connections
AFYIConnedlon
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
2010` 4,369 5,985 0.73
2015' 5,401 7,399 0.73
2020' 6,210 8,507 0.73
2025' 7,019 9,615 0.73
2030' 7,828 10,723 0.73
AVERAGE 5,004 7,021 0.73
indicates projected values
Based on the average number of people per connection and the average water use per connection, the City's
per capita usage is about 228 gpd. Because the City does not have data available to divide the water
production into categories, only the total water deliveries and accounts aze shown in Table 5-4.
Year .
Water use
sectors . -
Single
famly
Multl•
famlty
Commercial -. ~-
Industrial ~
Instlttutlonall
Gov
Landscape
Agdcukure
Total
2000 meter #ofaccounts -' --- --- -- --- --- -- 5,511
Deliveries AFY --- --- --- --- --- --- -- 4,224
2005 meter #ofaccounts --- --- --- --- --- --- --- 5,718
Deliveries AFY --- --- --- --- --- --- -- 3,756
2010 meter #ofaccounts --- --- --- --- --- -- --- 5,985
Deliveries AFY --- --- --- --- --- -- --- 4,369
2015 meter #ofaccounts --- --- --- --- -- -- --- 7,399
Deliveries AFY -- --- --- --- --- -- --- 5,401
2020 meter #ofaccounts -- -- --- --- --- -- --- 8,507
Deliveries AFY -- --- --- --- --- --- --- 6,210
2025 meter # of aceounts -- -- -- --- --- --- --- 9,615
Deliveries AFY
--
---
---
---
--- --- _- 7,019
2030 meter #ofaccounts --- --- -- --- --- --- --- 10,723
Deliveries AFY --- --- --- --- --- --- -- 7,828
e Because the Gys accounbng system did not differentiate among connech'on types, the number ofconnech'ons have been IeR out of this table.
5-3
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5: Historical and Projected Water Use
5.2.2 Water Sales to Other Agencies
2005 Urban Water Management Plan
ds stated in Section 3.7.2, the City is not a wholesaler and does not sell water to any of the local county water
districts ox water companies. Because the City is not a wholesaler, Tables S-5 and 5-6 axe filled in with zeros.
Watsrdiatrltndad 2000 2005 2010 2015 2020 2025 2030
Millview County Water District 0 0 0 0 0 0 0
Willow County Water District 0 0 0 0 0 0 0
RoginaWaterCompany 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
5.2.3 Unaccounted-for Water and Additional Water Use
Unaccounted-fox water is un-metered water use such as fire protection and training, system and street
flushing, sewer cleaning, construction, system leaks, and unauthorized connections. Unaccounted-for water
can also result from meter inaccuracies. Based on estimates provided be the `vY7TI', unaccounted-for water fox
this L~'NIP is assumed to be three percent of total water production.
Table 5-7 shows the results of unaccounted-for water and additional water use. The City does not use water
as a saline bazrier, groundwater recharge, or other conjunctive use. It also does not use its raw water for
other purposes.
Water Use 2000 2005 2010 2015 2020 2025 2030
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
Recycled° 0 0 0 tbd tbd tbd tbd
Other (defne) 0 0 0 0 0 0 0
Unaccounted-for system
losses (-3%) 127 113 131 162 186 211 235
Total 127 113 131 162 186 211 235
• Recycled water is not considered a loss and is not included in the total.
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5: Historical and Projected Water Use 2005 Urban Water Management Plan
5.2.4 Total Water Use
Table ~-8 shows the total combined water use from Tables 5-4, 5-5, and 5-7 (DWR Tables 12, 13, and 14).
Data from WfP records
5.3 Water Demand Summary
The City's demand is lower than its available water rights and water supply as discussed in Chapter 3. Based
on the demand projections provided, the City's demand falls below its water supply up through 2030. The
per capita demand of 228 gpd is relatively high but not out of line for similar communities given the wazm
summer climate and degree of landscaping.
However, at times, the City has a difficult time meeting demands, especially peak demands during extended
periods of hot weather. The reason the City's water system cannot meet the peak water demands during
these periods is because the pumping capacity of the existing Ranney collector, surface water wells, and
percolated groundwater well is limited. Also, during drought conditions, the water table is lower, which
reduces the yield of the wells. The City is conducting a groundwater well siting study to increase groundwater
well production by 1,500 gpm to help the City meet its peak demands. However, additional pumping capacity
will be needed to meet furore growth within the City's sphere of influence.
55
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CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
6. WATER SUPPLY VERSUS DEMAND COMPARISON
This chapter provides a comparison of projected water supplies and demand and water shortage expectations.
6.1 Current and Projected Water Supplies vs. Demand
This section provides a comparison of normal, single-dry, and multiple-dry water pear supply and demand fox
the Ciry. Water demands aze addressed in Chapter 5, water supply is addressed in Chapter 3, and recycled
water supply is addressed in Chapter 4 of this U`v`G'.YIP.
The projected normal water year supplies are compared to the current demand fox the City in Table 6-1.
(from Table 3.7) 2010 2015 2020 2025 2030
Supply (16,490 AF far 2005) 17,095 17,095 17,095 17,095 17,095
ofyear2005 104 104 104 104 104
The current and projected water demands aze compared to the current demands for a single dry year fox the
City in Table 6-2.
(from Table 5~6) 2010 2015 2020 2025 2030
Demand (3,869 AF for 2005) 4,500 5,563 6,396 7,229 8,062
ofyear2005 116 144 165 187 208
The projected water supply and demand axe compared to the demands for a normal water year fox the City in
Tables 6-3.
~ - r. ..
2010
2015 ..
a
2020
2025
2030
Supply totals 17,095 17,095 17,095 17,095 17,095
Demand totals 4,500 5,563 6,396 7,229 8,062
Difference 12,595 11,532 10,699 9,866 9,033
Dfference as %of Supply 74 67 63 58 53
Difference as %of Demand 280 207 167 136 112
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6: Water Supply Versus Demand Comparison 2005 Urban Water Management Plan
Based on Tables 6-1, 6-2, and 6-3, the Ciry will hate adequate water supply during normal years through
2030. Note that this comparison does not account Eor water saved as DMMs. Increased participation in
DMMs could lower demand.
6.2 Water Shortage Expectations
The projected water supply and demand for normal, single dry years, and multiple dry years axe shown in
Tables 6-4 through 6-9. Even though the water supply totals exceed the water demand totals, it was assumed
that water conseroadons within the Ciry and its sphere of influence would occur with multiple dry- years. This
is a practice that the City has operated in the past because of the limited pumping capacit}~ from the City's
water supply sources. Also, during multiple dry yeazs, the water levels drop, making it more difEtcult to
pump. For Tables 6-5 through 6-9, the analysis assumed that after the first year of a drought, the City would
reduce it water use by 875 percent of normal use, the second year after a drought, the City would reduce its
water use by 83.5 percent of normal use, and the third and fourth years, the City would reduce its water use
by 75 percent of normal use.
2010 2015 2020 2025 2030
Supplytolals 8,550 8,550 8,550 8,550 6,550
Demand totals 4,500 5,563 6,396 7,229 8,062
Difference 4,050 2,987 2,154 1,321 468
Difference as %of Supply 47 35 25 15 6
Difference as %of Demand 90 54 34 18 6
..
.~
2008 ~•
r r
2007 ~. ~
~
2008 ~
2009 2010
Supply totals 8,245 8,245 8,245 6,245 8,245
Demand totals 4,000 3,610 3,547 3,280 3,375
Difference 4,245 4,635 4,696 4,965 4,870
Difference as % of Supply 51 56 57 60 59
Difference as % of Demand 106 128 132 151 145
62
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6: Water Supply Versus Demand Comparison 2005 Urban Water Management Plan
..
2011 t
2012 ~
2013
2014
2015
Supply totals 8,550 8,550 8,550 8,550 8,550
Demand totals 4,714 4,313 4,295 4,019 4,172
Difference 3,836 4,237 4,255 4,531 4,378
Difference as % of Supply 45 50 50 53 51
Difference as %of Demand 81 98 99 113 105
.. rr
2016 . ~~
r r
2017 .. ~
~
2018 ~
2019
2020
Supply totals 8,550 8,550 8,550 8,550 8,550
Demand totals 5,730 5,159 5,063 4,672 4,797
Difference 2,820 3,391 3,487 3,878 3,753
Difference as % of Supply 33 40 41 45 44
Difference as % of Demand 49 66 69 83 78
..
2021 r
2022 ~ .. -
2023
2024 2025
Supply totals 8,550 8,550 8,550 8,550 8,550
Demand totals 6,563 5,888 5,758 5,297 5,422
Difference 1,987 2,662 2,792 3,253 3,128
Difference as %of Supply 23 31 33 38 37
Difference as %of Demand 30 45 48 61 58
..
2028 r r.
2027 ..~ r .. •r~r
2028
2029 2030
Supply totals 8,550 8,550 8,550 8,550 8,550
Demand totals 7,396 6,617 6,454 5,922 6,047
Dfference 1,154 1,933 2,096 2,628 2,503
Dfference as %of Supply 13 23 25 31 29
Difference as %of Demand 16 29 32 44 41
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6: Water Supply Versus Demand Comparison 2005 Urban Water Management Plan
Based on the information shown in Tables 6-4 through 6-9, the City has adequate supply during multiple dry
years. However, the City's pumping capacity is limited. The City plans on adding two groundwater wells in
the near future and will need to add more wells as needed fox connections within its sphere of influence.
6.3 Water Shortage Summary
The City is not expected to have any water shortages in terms of water rights within the next 25 years.
However, the City is currently limited by its pumping capacity, not its water supply. 'T'his analysis shows that
even with a 50 percent reduction in water supply, the City still has sufficient water supply to meet its
forecasted demands without anv water conservation.
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CITY OF UKIAH URBAN WATER MANAGEMENT PLAN
7. DEMAND MANAGEMENT PRACTICES
Water conservation is a method available to reduce water demands, thereby reducing water supply needs fox
the City. This chapter presents a description of the City's water conservation program, an economic analysis
of water conservation Demand Management Measures (DMMs) 1, 2, 6, 14, and a description of the methods
and assumptions used to conduct the analysis.
7.1 California Urban Water Conservation Council
The unpredictability of its water supplies and ever increasing demand on California's complex water resources
have resulted in a coordinated effort by D\kR, water utilities, environmental organizations, and other
interested groups to develop a list of urban water conservation DMMs for conserving water. This consensus-
building effort resulted in a Memorandum of Understanding (MOLT) Regarding Urban Water Conservation in
California, as amended September 16, 1999, among parties, which formalizes an agreement to implement
these DMMs and makes a cooperative effort to reduce the consumption of Califomia's water xesoarces. "I'he
DMMs as defined by the MOI; arc presented in Table 7-1. The MOU is administered by the California
Urban Water Conservation Council (CU~x'CC). The City is not currently a MOU signatory.
The MOU requires that a water utility implement only the DMMs that aze economically feasible. If a DMM
is not economically feasible, the utility may request an economic exemption fox that DMM. The DMMs as
defined in the MOU are generally recognized as standard definitions of water conservation measures.
No. .~ ~ ~• .~~
DMM Nama
1. Water survey programs for single-family residential and multi-family residential connections.
2. Residential plumbing retrofit.
3. System water audits, leak detection, and repair.
4. Metering with commodity rates for all new connections and 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.
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7.2 Methodology and Assumptions
An economic analVSis is conducted for four of the 14 DMMs that are described in the MOU, DMMs 1, 2, 6,
and 14. Economic analyses are not completed for DMMs 3, 7, 8, 12, and 13 because they axe non-
quantifiable, yet essential to the success of those DMMs that aze quantifiable. Non-quantifiable DMMs are
those that have no quantifiable amount of dollars that need to be spent to implement these programs. The
amount of water saved from these DMMs is also not quantfiable. DMM 4 and DMM 11 are not analyzed
because they axe currently implemented; DMMs S and 9 axe not analyzed because the Ciry has very limited
large landscape, commercial, industrial, and institutional customers. DMM 10 is not analyzed because the
Ciry is not a wholesaler.
Assumptions used in the economic analysis fox each DMM analyzed are described in Appendix F. Direcdy
beneath each assumption is a brief description of the rationale and/or supporting evidence for that
assumption. Common assumptions for all DMMs axe that the value of conserved water is $1,206/AE, the
real diswun[ rate is 6.15 percent, and the overhead sate is 13 percent. The real discount rate is calculated
from the assumed real cost of money (8.67 percent) and the assumed long-term irifladon rate (2.52 percent)
using the precise wnvexsion method (A&N Technical Services 2000, pg A-2).
The economic anal}sis was performed using blicrosoft® Exce12003, a spreadsheet program. A separate,
customized worksheet Eox each DMM is presented in Appendix F. Each DMM economic analysis
spreadsheet calculates, on an annual basis, the number of interventions and the dollar values of the benefits
and costs that would result from implementing a pazticulax DMM. Terms and formulas that are common to
all the worksheets axe defined in Table 7-2.
Tenn
BENEFITS
Definition
Comments
Avoided Capital Costs Capital casts 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 Casts 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 implementation of
the DMM.
Total Undiscounted Benefts The sum of avoided capital costs, avoided
variable costs, and avoided purchase costs.
Totai 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
Capital 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 fnancial incentives paid to Co-pay or distribution for purchasing low-flow
connections. plumbing devices or washing machines are
examples of f nancial incentives.
Operating Expenses Operational expenses incurred during
implementation of the DMM.
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7: Demand Management Practices 2005 Urban Water Management Plan
Tartu DeRnition Comments
Total Undiscounted Costs The sum of capital casts, financial incentives, and
operating expenses.
Total Discounted Costs The present value of the sum of capital costs, The discount rate is used to calculate
fnancial incentives, and operating expenses. discounted costs from undiscounted costs.
Net Present Value Total discounted benefts minus total discounted A value greater than zero indicates an
costs. economically justifiable DMM.
RESULTS.
Benefit I Cost Ratio The sum of the total discounted benefts 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 low value is considered economically
pay back the costs of the DMM, calculated as the attractive.
sum of the total discounted costs divided by the
average annual total discounted benefits.
Discounted Cost I Water Saved The present-value cost to save one acre-foot 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 be cost
effective.
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 attractive,
divided by the total acre-feel of water saved over
the study period.
7.2.1 Value of Conserved Water
The value of conserved water is based on the rate that the City charges its customers for water, plus the cost
to treat the water at the wastewater treatment plant. The November 2005 rate of $0.91 per 748 gallons (see
Table 7-3) was used plus $2,471 per million gallons to treat the water when it becomes wastewater. Because
80 percent of treatment costs axe attributed to flow, only 80 percent of the cost to treat the wastewater was
used. The remaining 20 percent of the wastewater treatment costs are associated with organic and solids
loading. This equated to a total value of water of $1,206 per acre-feet.
This calculated value fox consere-ed water does not include the capital cost fox improvements to the
wastewater treatment plant to recycle all of Citv's wastewater in the future if the City is• not allowed to
discharge into the Russian River. Based nn the total annual water savings calculated, it is estimated that the
City may be able to reduce the design flow fox future wastewater treatment needs by 6 percent.
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M
t
lC~
Sb • ... •~ rr~ r rr• r•
Proposed Madhly Service Charge Effective
e
er
se
>s
Description November 2005 November 2000 Noverr~er 2007 November 2008
'/:' 14.36 14.64 14.94 15.24
1" 21.58 22.97 24.41 25.90
1 %:" 37.85 41.85 45.99 50.28
2" 58.10 65.38 72.93 80.75
3" 105.72 120.70 136.25 152.36
4" 173,40 199.43 226.44 254.45
6" & Up 341.13 394.53 449.92 507,37
Fire Service 2" &
Under 11.62 13.08 14.59 16.15
Fire Service 3" 21.14 24.14 27.25 30.47
Fire Service 4" 34.68 39.89 45.29 50.89
Fire Service 6" 68.23 78.91 89.98 101.47
Proposed
Consumption Rate
($lunit; 1 unit is 748
gallons)
0.91
1.07
1.20
1.29
7.3 Current Water Conservation Program
The City conducts an ongoing water conservation program. A description of each DMM that is currently
being implemented or scheduled fox implementation, aschedule of implementation, and a method to evaluate
effectiveness is provided in this section. The existing conservation savings is also discussed.
DMM i. Water survey programs foe single-family residential and multi-family residential
connections.
Description: `vk'atex survey programs fox single-family residential and multi-family residential connections
consist of annual water audi[s, water use reviews, and surveys of past program participants. Audits will be
conducted be trained auditors and may include low flow device installation. Audits will identify water-use
problems, recommend repairs, instruction in landscape principles, irrigation timer use and, when appropriate,
meter reading.
Schedule: The City offers to test customer meters upon request The City does not track the number of
tests performed annually.
Evaluation of DMM Effectiveness: Effectiveness of this DMM will be evaluated by program penetration
and by comparison of prior audited customer water use to Eumre water use. Table 7-4 summarizes the
economic analysis fox this DMM. The benefit to cost ratio is 3.3. See Appendix F fox full economic results
for this DMM.
7.4
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7: Demand Management Practices 2005 Urban Water Management Plan
DMM 2. Residential plumbing retrofit.
Description: Plumbing retrofit of existing residential accounts consists of providing low flow showexheads,
faucet aerators, and toilet leak detection tablets to customers. This' includes working with local programs and
businesses to offer free water conservation information and materials to residents.
Schedule: The City has offered water savings kits in the past. However, due to lack of interest by
customers, the City has discontinued this program.
Evaluation of DMM Effectiveness: The City offers retrofit kits if requested by the public, but has not seen
significant savings as a result from these kits'. Table 7-4 summarizes the economic analysis fox this DMM.
The benefit to cost ratio is 3.4. See Appendix F fox full economic results for this DMM.
DMM 3. System water audits leak detection. and repair
Description: A system water audit, leak detection and repair program consists of ongoing leak detection and
repair within the system, Focused on the high probability leak areas. This also includes an ongoing meter
calibration and replacement program for all production and distribution meters.
Schedule: The City performs leak detection and repair on an ongoing basis. The City, also, calculates
system water losses annually and reports this information to DWR. In addition to calculating system losses,
the City is currently replacing old meters in the system. The new meters will provide a more accurate reading
of water use within the Cin~.
Evaluation of DMM Effectiveness: The City's annual report to D\XR tracks the unaccounted for water
losses in the system. Any xeducdons in water loss due to the replacement of old meters and water leak
detection and repairs will be reflected in the annual xepart. "I'he City does not record the number of miles of
distributon lines surveyed, nor the espendimxes. This DMM is non-quantifiable and thexeEoxe, no results axe
provided in the economic analysis.
DMM 4. Metering with commodity rates for all new connections and retrofit of existing connections
Description: The City water distribution system is fully metered. The City is currently replacing old meters
in the system in an effort to provide more accurate readings of water use within its service area.
Schedule: The City will continue to install and read meters on all new services and replace aging meters.
Evaluation of DMM Effectiveness: Effectiveness of this DMM will be evaluated by comparison of prior
water use to furure water use. However, the City does not record the number of meter retrofits, metered and
unmetered accounts, nor the number of accounts without commodity rates. The City recently went through
a rate re-stmcturing that is believed will reduce water uses in the future.
DMM 5. Large landscape conservation programs and incentives.
Description: "1'he large landscape conservation program will consist of identifying all irrigation accounts and
commercial, industrial, and institutional (CII) accounts with landscape of one acre and larger, and recording
this information into a database.
Schedule: The City's Planning Department reviews all landscape plans proposed for new developments.
Included in the City's Municipal Code is a requirement for all landscape planting to be "those which grow
well in Ckiah's climate without extensive irrigation."
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Evaluation of DMM Effectiveness: No economic analysis is performed on this DMM as the City has very
few CII accounts. The City does not track the water use by large landscape customers, and can not evaluate
the effectiveness of this DMM.
DMM 6. High-efficiency washing machine rebate programs.
Description: The high-efftciency washing machine rebate pxogxam would consist of distributing rebates to
those customers who purchase a water conserving washing machine.
Schedule: The City does not currently have a high efficiency washing machine rebate program.
Evaluation of DMM Effectiveness: F,ffecdveness of this DMM is not evaluated because the City does not
track the number of rebates. Table ?-4 summarizes the economic analysis fox this DMM. The benefit to cost
ratio is 0.4. See Appendix F fox full economic results for this DMM.
DMM 7. Public information programs.
Description: Public information programs would consist of conservation news aztides, fliers, media
coverage, community events, etc.
Schedule: The City believes public awareness oEwatex conservation issues is an important factor in ensuring
a mliable water supply. The City promotes public awareness oEwatex conservation through occasional bill
staffers, distribution of the Consumer Confidence Report, radio broadcasts, and the City web-site. In
addition, City staff discuss with customers how they can conserve water.
Evaluation of DMM Effectiveness: Savings from this pxogxam cannot be directly quantified.
T'he activities performed in this program fall under the conservation budget Eox the City. The conservation
budget is $12,000.
DMM 8. School education programs.
Description: The City would prepare water conservation programs to target children at school.
Schedule: The City offers local schools tours of its water treatment plant and also provides educational
materials. Four science classes on public water supply at the high school are offered once a yeaz. The cost of
this program comes out of the City's conservation budget
Evaluation of DMM Effectiveness: Savings from this program cannot be directly quantified.
DMM 9. Conservation programs for commercial- industrial and institutional accounts.
Description: The City would develop a conservation pxogxam for CII accounts that includes water audits
targeted to the top water users. This program would include surreys of past program pazticipants to
determine if audit recommendations were implemented. This program would also include incentives related
to the use of efficient water-use technologies.
Schedule: The City has only two industrial customers: Maverick Industries and Red Tail Ale Brewery. The
City surveys the water usage of these industries. Any new commercial, industrial, or institutional
developments will be reviewed by the City Planning Department and must meet all requirements of the
Municipal Code. Due to the lack of CII accounts, this DMM has not been economically analyzed.
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DMM 10. Wholesale agency assistance programs.
Description: Wholesaler water suppliers would provide financial incentives, or equivalent resources, as
appropriate, beneficial, and mutually agreeable to their retail water agency customers to advance water
conservation efforts and effectiveness.
Schedule: This DMM is not applicable to the City since it is not a wholesale agency.
DMM il. Conservation pricing.
Description: Conservative pricing requires that water rates enwuxage conservative water use by all
customers.
Schedule: The City recently increased and re-structured its water rates to encourage more conservation, see
Table 7-3. The City has simplified its rate structure by eliminating rate codes and classifying customers
according to then meter size. The new rate structure incorporates the American Water Works Association
(.1WlY/A) demand capacity guidelines so that price increases across meter size in proportion to the potential
demand a customer can place on the water system.
Evaluation of DMM Effectiveness: Effectiveness of this' DMM will be evaluated by comparison of City-
water use prior to and following the implementation of conservation pricing. Because the City has just
implemented a new rate schedule, the effectiveness can not be evaluated.
DMM 12. Conservation coordinator.
Description: A conservation coordinator is an ongoing component of a City's water conservation program.
The conservation coordinator would be responsible for implementing and monitoring a City's water
conservation activities.
Schedule: In practice, all staff members encourage water conservation implementation. ~tG'atex conservation
coordination fox the City is established by the policies determined by the City- Council and includes answering
questions of the public by maintenance and meter readers while in the field.
Evaluation of DMM Effectiveness: Water savings from this DMM cannot be directly quantified.
Effectiveness of this DMM will be evaluated by the success of the Cin's water conservation program.
DMM ]3. Water waste prohibition.
Description: Water waste prohibition will require the City to adopt its own set of water conservation
regulations.
Schedule: T'he City has adopted regulations that state in part: "Where negligent ox wasteful use of water
exists on a customer's premises...the City may discontinue the service..." (City Municipal Code Article 7,
Section 3571). The City fast sends customers a letter calling their attention to the wasteful practice and
asking for correction. If the condition is not corrected within five days after the written notice, service may
be discontinued if necessazv.
Evaluation of DMM Effectiveness: Water savings from this program cannot be duectiy quantified.
DMM 14. Residential ULFT replacement programs.
Description: Since October 1992, the sale of toilets using more than 1.6 gallons per flush has been
prohibited by State and Federal regulations. The residential ULFT replacement program will require the City
to hand out rebates to those who buv an ULFT' toIlet
Schedule: These regulations are enforced in the City.
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Evaluation of DMM Effectiveness: Effectiveness of this DMM has not been evaluated as the City does
not track the number of rebates ox expenditures. Table 7-4 summarizes the economic analysis fox this DMM.
The benefit to cost ratio is 2.9. See Appendix F fox full economic results fox this DMM.
7.4 Economic Analysis Results
An estimate of existing conservation savings is not available. It is likely that previous and ongoing
conservation measures have resulted in water savings of approximately 2 to 5 percent of total water
production. T'he water savings alxead}' acMeved by existing conservation measures will have some impact on
the City's ability to further reduce demand. Nevertheless, the Ciry anticipates achieving additional water
savings by further implementation of DMMs in the future. Of the four DbIMs analyzed, three appear to be
cost effective for the City. DMMs 1, 2, and 14 should be evaluated in the future to assess if the City has the
capital to implement them. Table 7-4 summarizes the economic analysis results.
. r
Simple Dkwurrtad Net Presets
Total Total Benefit I Payback Cost I Water Value 1 Water
BMP DiscouMad Water Saved Cost Analysis Saved Saved
No. BMP Name Cost ~) (acre-feet) Ratio (years) (Slxre-feet) (Slane-test)
Water Survey Programs for
1 Single-family Residential and 27 924 12q 3.3 4 226 525
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 Rebale Programs
14 Residential ULFT 409,099 1,932 2.9 7 212 407
Replacement Programs
With implementation of DMM 1, 2, and 14, the City could save an average of 132 AF per year at a cost of
about $38,000 per year fox the nest 20 years. "Chew costs do not account for recycled water pumping, which
could add savings of about $5,250 per year on energy iE energy costs $0.14 per kilowatt/hoax. The Ciry may
also chose to mn these programs on a less aggressive schedule to seduce the capital costs during the first few
years. The ULFI' toilet replacement program saves the City the most water. Due to natural attrition, many
toilets will be replaced in the furuxe even without a rebate pxogxam. The results of this economic analysis are
similar to the results of other economic analyses conducted fox cities of similar population.
7.5 Non-quantifiable DMMs
Because the water savings from DMMs 3, 7, 8, 11, 12, and 13 aze not quantifiable, an economic analysis was
not completed. The schedules and implementation strategies must be determined by the City based on
information provided in the MOU to determine the best water conservation practices. The MOU provides
examples of implementation strategics for these DMMs along with implementation schedules, coverage
requirements, criteria to determine DMM implementation status, and xequuements Eox documenting DMM
implementation.
7-8
DRAFT for review purposes only.
P.\120000\128619 ~ Ukiah UWMP\@afl Repotl-August 2007\Dra%UWMP (00102007).rloc
7: Demand Management Pracfices 2005 Urban Water Management Plan
7.6 Additional Issues
Non-economic factors, including environmental, social, health, customer impacts, and technological ate not
thought to be significant in deciding which DMMs to implement. The City has the legal authority to
implement the DMMs.
7-9
DRAFT for review purposes only.
P:\1280001128619- Uklah UWMP1Draft Report ~ August 2007\Draft UW MP (06102007).doc
2005 Urban Water Management Plan
APPENDIX A
California Department of Water Resources Review Sheets
---~-
DRAFT for review purposes only.
P-.\128000\128619 -Ukiah UWMPIDraR Repotl -August 20o71Draft UWMP (08102007).doc
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iuawdolanaa ~aiempunoz~
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•sa]y ,Csg oas?aue]3
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jnoge se.~ uoBa] antua ayi;o uo!jelndod Sbbl ay1 •awlaogs leiseoa yuoa pa88n] ayi pus `,Callen ejseyS
;n tap7oq wamnns auj 4muuoz `etseuc zanojn_r aoniam satniEa; 3u¢aU[aS~s zayjQ 'wt:ld ssog etueS acli Pue
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samjea; alydezBoaS lueag?u8?S ' [ E~UM2l3o ,Ctepunoq ayt of spuodsazzoa gH jseo~ yuo~! aqy -sallel
ate-auaaots?ald play aauo teyi slallen patine; llaolq u? aze su?seq aqi;o tsow `jsea ayt of aueuai a?usalon
ayi ul •su!ejunolnl ytewet}I dams aqi a? aszeds ,Gran aze saaze u?seq paje?nnlls `.s.Callen zanu pnelw Suole
pus su?etunoyd yiewet?I Pue a8ueg iseo~ pa~Snz aqi Pue ueaap ag?aed ayi aaa,hiaq dots leiseoa mozzea
ayi 8vole a]e smseq ayi;o tsow `su?stunow leiseoa ayi ul •neajeld aopoy~; ayi pas sapsase~ aqi;o saueuaj
a!uealon ayi aze zapioq a1eiS ayi 2uole aaeztai yjewel}l aqi;o jseg ~uo~aap oju? yuou anu?inoo ya?ym
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vo!Sa] ayi myi?m osle aze sa?iunoa uueyQ pus `ssnloQ `naalrJ `euteyaZ `eiseyS;o ssa]e IIewS '(SZ am8?3)
sananoa ewoaog pus `alle7 `owaopvayy `jplogwnH `,Ct?uus `auo11 laQ `no,C?>js?g `aopoyl;o suo?uod
zo lie sapnlau? pus (sal?w a]enbs OLti`bi) sazae uoypw gy'ZT ~Clajew?xozdde szanoa gH 3seo~ yuoH ayy
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dolanap of ~¢.+~ zapun az¢ suassnas?Q ~suotl[puoa ,Ltp zo;a,v. vo 2u?puadap papaau s¢ Alddns siaawalddns
uonaezixa aaiempunozF pue `puewap;o .Guofew ayl sa?lddns ialen~ aa¢•lzns `saea~C isow ul •suo?szan?p za3eM
aaelZrts uo lualxa lu¢at3?u~?s ¢ of ,Clan .CaTi¢A e3segS pue ~a1T¢A zan?g uoas aqZ •eClddns algeltene;o salewnsa
uo paseq ueld ao?letado lenuae u¢ pans? sey 21gSf1 `5661 aau?S ~pazileag aaaq ia,i lou s¢q aeld aonwadp
laafozd gl¢w¢T}I uuai-2uol ¢ `sansst zalem s,a?seq ayi3o ~Cuxaldwoa aq;;o asneaag 1002 w laa;-azae
000`09 ,CtgBnoz of L66 T ut iaa}-aaa¢ 000`9 pal¢wgsa ll8 w013 paSEaiavi UOUaErlxa za3EMpan039 paE `paunaao
luawdolanap zalehpunox~ lueag?u8is `sauanilap zalem aae;xns paanpaa aqi 3o ilnsaz e stl •paysta;em
xant~l yieui¢DI aql u? sauagsy za~lans pue uowles ogoa gioq ao; slaedun laeat31u8?s azaM azayl `uo?lippe
al •sa8tgaa a3?tPP.n+ ayl pae amynap8e zo3 gioq `zalsesip lq~notp a of palelsueai styl utseg zalempanozl~
aan?g gieuiel}l aql ul ~leuuou 3o iuaaaad OZ lnoge `¢?wo;?Iz~ w am3Tnau8¢ of zal¢m }o laa~-azae 000`SL
lnoq¢;o lelol a patan?IaP ~IHSIl `mad ig8nozp azanas ¢ s¢m ya?q,++ `TOOZ ut 'P~aao peg luawdolanap
aalempunot8 alu?[ ~Cxan inq `paleaolle-aano s? laaCozd gieulel?l aql u? aalem aa¢•p<ns leyi paz?u~oaaa aaaq sey
3? `s066i ,il.n:a aql aau?S •sa~n;ax a;?TpT?M ayl of ia~¢m pap?nozd s¢q runl ut ganln+ `~C3?unwwoa ;eZnt[nau~¢
ayl of zaiem aaelms papinozd seq iaafozd gieut¢I}l ayi `S06I moge aaa?S •inoal psaylaals pue uowles ogoa
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m sans? .Clddns aatere `lsenuoa ,Cg ~,(lddns aale.apuno.t8 a19¢T?ene ay33o iuaazad pg inoge ,tluo aze spuewap
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smseggns pue su?seq £9 aqi 30 Z£ u~ pa[dun:s a1aM s[laM 1aleM ,([ddns a?Tgnd b85 `OOOZ TISnOS1li b66I u7013
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su?seq pue[u~ ayi m sulaigold aq usa asaue8ueu7 pue `aoloq `uon pue `.suiseq neale[d aopoyq ayi;o siuaulipas
a~[el ayi u? sma[gold ale ,C;niye>([e [elaaa8 pus lua;uoa (SQZ) sp?[os pan[oss?p ?eloi q~?y `.su?seq 1a;empunol8
[eiseoa ayi u? sula?gold ale sia;mbe Molieys u~ salell?u pue uo?sn11m 1aleMeas `[aaauaS ui •~;seo~ yiloN
ayi u?yi~M 3mnas ?euo?$a1 y;?M ~Cs¢n siuacul?edun [zaol ag~aads pue sa?;s?lalaelaya ~Ci?Tenb 1aleMpunol~
lI3!len~ ~alennpuno~g
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Table 13 Most frequently occurcirtg contaminants by contaminant group
in the North Coast Hydrologic Region
Contaminant group Contaminant - # of wells Contaminant - # of wells Contaminant - # of
we115lnorganics-Primary Aluminum-4 Arsenic-4 4ticd atl
exceedance
Inorganics-Secondary Manganese-250 Iron-108 Copp~_2
Radiological Radium 228 - 3 Combined RA226 + RA228 - 3 Radium 226- I
Nitrates Nitrate(as NO,)-7 Nitrite(as N)-I
VOCslSVOCs TCE- 2 3 tied at I exceedance
TCE ° Trichlorocthylene
VOC =Volatile Organic Compound
SVOC = Semivola[ile Organic Compound
Changes from i3ulletin 118-80
Since Bulletin 118-80 was published, RWQCB 2 boundary has been modified. This resulted in severs!
basins being reassigned to RWQCB 1- These are listed in Table 14, along with other modifications to North
Coast HR.
x
d
a
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z
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Table 14 Modifications since BWletin 118-SO of groundwater basins
in North Coast Hydrologic Region
Basin name New number Old number
McDowell Valley 1-56 2-1
Knights Valley I-50 2-13
Potter Valleq I-51 2-14
Ukiah Valley I-52 2-15
Sanel Valtey t-53 2-16
Alexander Valley ] S4 2-17
Santa Rosa Valley 1-55 2-I8
Lower Russian River Valtey I-60 2-20
Bodega Bay Area 1-57 2-2I
Modoc Plateau Recent Volcanic Area deleted 1-23
Modoc Plateau Pleistocene Volcanic Area deleted 1-24
Gualala River Valley deleted 1-47
Wilson Grove Formation Highlands 1-59 2-25
Fort Ross Terrace Deposits I-61
Wilson Point Area 1-62
CALIPoRNlA'S GROUND't/ATER ~~PnATE 2003 725
Chapter) j No!fA Coast Hyd rologic Reoion
Fort Ross Terrace Deposits (1-6I) and Wilson Point Area (1-62) have been defined since B 118-80 and aze
included in this update. Mad River Valley Groundwater Basin (1-8) 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 aze 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.
12B VWR-BV LLE TIN I18
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2005 Urban Water Management Plan
APPENDIX E
Water Shortage Emergency Plan
E
DRAFT for review purposes only.
P.\7 2800011 28 619- UklahUWMP\Drafl Report -August 2007\Drafl UWMP (08102007)-0oc
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
the customer's piping system while
used for exterior purposes.
customer through a hose connected to
such hose is hand held and such water
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
DRAf7 for review punmses only.
P.1128000\128619- Ukiah UWMP\Drafl Repotl -August 20071Dra4 UWMP (08702007).tloc
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 retroft 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% ofmulti-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 first 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 ffth reporting period.
MOU, page 16 and page 17 Section E. d. California legislation requires that plumbing fixtures manufactured,
sold or installed after early 1992 be low-water-use fixtures. Therefore, the greatest water savings can be
achieved in pre-1992 homes.
3. Single-family water usage = 465 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 genera/Plan for
the City, 64% o(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 = 186 gpd/unit (40% is outdoor use)
See assumptions (or 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 Califomia 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 SCWC'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:A72AW0V72RC79 - UleiaM UWMP\Y.wn Analyvs\Appendix I! - hssumptions 2005.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 fixtures.
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 of pre-
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:
[(t.t*ss)+p.o*3.o+t.a*IS>+p.b*s*o.zo)]
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:A128000\128619 -Ukiah OIX/MPV6mn AnalysisVApp°ndis E: -Assumptions 2005.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 31J. 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 ofsingle-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 forPreoarino Cost Effective
Ana/vsis of Urban Water Conservation Best Management Practices. Prepared for the California Urban
Water Conservation Council. September 1996.
P:\128000\128619 - Uldah UWMP\Econ Analysts\elppcndix H -Assumptions 2WS.doc
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 49.0 gpd/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:\728000\128619 - Ukiah UWMP\Y.con Analysts\Appendix P -Assumptions 2005.doc
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5
2005 Urban Water Management Plan
APPENDIX G
Resolution to Adopt the Urban Water Management Plan
-~-- -
DRAFT for review purposes only.
P'.\120000\128619- Ukiah UWMP1Drafl Report-August 2007\Drafl UWMP (00102007).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. httoa/www.citvofukiah.coml. (2005).
County of Mendocino. "Mendocino County General Plan" Department of Water Resources. (1977).
California Irrigation Management Information System website at httoalwvrxcimis.water.ca.govlcimisldata.iso, Data retrieved
September 7, 2005.
Department of Water Resources. DWR Bulletin 118 - Caldornia's Groundwater Update 2003. (2003).
Jamison, Alan. Water Treatment Plan Supervisor. (2005).
KennedylJenks Consultants. "Urban Water Management Plan 2002 Update." (November 2002).
Olea, Tanana. Bartle Wells Associates. (2005),
Wheaten, Paula J. Wagner and Bonsignore. (2005).
Robed C. Wagner, Wagner and Bonsignore (2007)
REF-7
DRAFT for review purposes only.
P91 2800011 28619 -Ukiah UWMR\Dreit Repotl-Augus1200TDraft UWMP (08702007),doc
Attu~.i~ment # ~--
Page 1
1 of 26 DOCUMENTS
DEERIIQG'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ~' 10611 (2007)
§ 10611. Definitions to govern construction
Unless the context otherwise requires, the definitions of this chapter govern the construction of
this part.
HISTORY:
Added Stats 1983 ch 1009 § 1.
2 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
Page 2
Cal Wat Code § 1061 LS
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ~' 10611.5 (2007)
§ 10611.5. "Demand management"
"Demand management" means those water conservation measures, programs, and incentives
that prevent the waste of water and promote the reasonable and efficient use and reuse of available
supplies.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 3 (SB 1011).
3 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10612 (2007)
§ 10612. "Customer"
"Customer" means a purchaser of water from a water supplier who uses the water for municipal
purposes, including residential, commercial, governmental, and industrial uses.
HISTORY:
Added Stats 1983 ch 1009 § 1.
Cal Wat Code § 10613
4 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10613 (2007)
§ 10613. "Efficient use"
Page 3
"Efficient use" means those management measures that result in the most effective use of water
so as to prevent its waste or unreasonable use or umeasonable method of use.
HISTORY:
Added Stats 1983 ch 1009 § ].
5 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
Cal Wat Code § 10614
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,~ 10614 (2007)
§ 10614. "Person"
"Person" means any individual, firm, association, organization, partnership, business, trust,
corporation, company, public agency, or any agency of such an entity.
HISTORY:
Added Stats 1983 ch 1009 § 1.
6 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10615 (2007)
§ 10615. "Plan"
Page 4
"Plan" means an urban water management plan prepazed pursuant to this part. A plan shall
describe and evaluate sources of supply, reasonable and practical efficient uses, reclamation and
demand management activities. The components of the plan may vary according to an individual
community or area' s characteristics and its capabilities to efficiently use and conserve water. The
plan shall address measures for residential, commercial, governmental, and industrial water demand
management as set forth in Article 2 (commencing with Section 10630) of Chapter 3. In addition, a
strategy and time schedule for implementation shall be included in the plan.
HISTORY:
Cal Wat Code § 10615
Page 5
Added Stats 1983 ch 1009 § 1. Amended Stats 1991 ch 938 § 1 (AB 1869); Stats 1995 ch 854 §
4 (SB 1011).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ~ 10616 (2007)
§ 10616. "Public agency"
"Public agency" means any board, commission, county, city and county, city, regional agency,
district, or other public entity.
HISTORY:
Added Stats 1983 ch 1009 § 1.
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WATER CODE
Cal Wat Code § 10616.5
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
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Cal Wat Code ~' 10616. S (2007)
§ 10616.5. "Recycled water"
"Recycled water" means the reclamation and reuse of wastewater for beneficial use.
HISTORY:
Added Stats 1995 ch 854 § 5 (SB 1011).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 2. Definitions
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Cal Wat Code ~' 10617 (2007)
§ 10617. "Urban water supplier"
Page 6
"Urban water supplier" means a supplier, either publicly or privately owned, providing water for
municipal purposes either directly or indirectly to more than 3,000 customers or supplying more
than 3,000 acre-feet of water annually. An urban water supplier includes a supplier or contractor for
water, regardless of the basis of right, which distributes or sells for ultimate resale to customers.
This part applies only to water supplied from public water systems subject to Chapter 4
(commencing with Section 116275) of Part 12 of Division 104 of the Health and Safety Code.
Cal Wat Code § 10617
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1996 ch 1023 § 428 (SB 1497), effective
September 29, 1996.
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 1. General Provisions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10620 (2007)
§ 10620. Mandatory adoption of urban water management plan
Page 7
(a) Every urban water supplier shall prepare and adopt an urban water management plan in the
manner set forth in Article 3 (commencing with Section 10640).
(b) Every person that becomes an urban water supplier shall adopt an urban water management
plan within one year after it has become an urban water supplier.
(c) An urban water supplier indirectly providing water shall not include planning elements in its
water management plan as provided in Article 2 (commencing with Section 10630) that would be
applicable to urban water suppliers or public agencies directly providing water, or to their
customers, without the consent of those suppliers or public agencies.
(d)
(1) An urban water supplier may satisfy the requirements of this part by participation in
areawide, regional, watershed, or basinwide urban water management planning where those plans
will reduce preparation costs and contribute to the achievement of conservation and efficient water
use.
Cal Wa[ Code § 10620
Page 8
(2) Each urban water supplier shall coordinate the preparation of its plan with other appropriate
agencies in the area, including other water suppliers that share a common source, water
management agencies, and relevant public agencies, to the extent practicable.
(e) The urban water supplier may prepaze the plan with its own staff, by contract, or in
cooperation with other governmental agencies.
(t) An urban water supplier shall describe in the plan water management tools and options used
by that entity that will maximize resources and minimize the need to import water from other
regions.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1st Ex Sess 1991-92 ch 13 § 1 (AB 11X),
effective March 1, 1993; Stats 1995 ch 854 § 6 (SB 1011); Stats 2001 ch 320 § 3 (SB 672).
11 of 26 DOCUMENTS
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 1. Genera( Provisions
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10621 (2007)
§ 10621. Periodic plan update
(a) Each urban water supplier shall update its plan at least once every five yeazs on or before
December 31, in years ending in five and zero.
(b) Every urban water supplier required to prepare a plan pursuant to this part shall notify any
city or county within which the supplier provides water supplies that the urban water supplier will
be reviewing the plan and considering amendments or changes to the plan. The urban water supplier
may consult with, and obtain comments from, any city or county that receives notice pursuant to
this subdivision.
Cal Wat Code § 10621
Page 9
(c) The amendments to, or changes in, the plan shall be adopted and filed in the manner set forth
in Article 3 (commencing with Section 10640).
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1991 ch 938 § 2 (AB 1869); Stats 1st Ex Sess
1991-92 ch 13 § 2 (AB 11X), effective March 1, 1993; Stats 1995 ch 854 § 7 (SB 1011); Stats 2000
ch 297 § 1 (AB 2552).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § ]0630 (2007)
§ 10630. Level of planning
It is the intention of the Legislature, in enacting this part, to permit -evels of water management
planning commensurate with the numbers of customers served and the volume of water supplied.
HISTORY:
Added Stats 1983 ch 1009 § 1.
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Cal Wat Code § 10631
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Page 10
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
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Cal Wat Code § 10631 (2007)
§ 10631. Elements contained in plan
A plan shall be adopted in accordance with this chapter and shall do all of the following
(a) Describe the service area of the supplier, including current and projected population,
climate, and other demographic factors affecting the supplier's water management planning. The
projected population estimates shall be based upon data from the state, regional, or local service
agency population projections within the service area of the urban water supplier and shall be in
five-year increments to 20 years or as far as data is available.
(b) Identify and quantify, to the extent practicable, the existing and planned sources of water
available to the supplier over the same five-year increments described in subdivision (a). If
groundwater is identified as an existing or planned source of water available to the supplier, all of
the following information shall be included in the plan:
(1) A copy of any groundwater management plan adopted by the urban water supplier,
including plans adopted pursuant to Part 2.75 (commencing with Section 10750), or any other
specific authorization for groundwater management.
(2) A description of any groundwater basin or basins from which the urban water supplier
pumps groundwater. For those basins for which a court or the board has adjudicated the rights to
pump groundwater, a copy of the order or decree adopted by the court or the board and a description
of the amount of groundwater the urban water supplier has the legal right to pump under the order
or decree. For basins that have not been adjudicated, information as to whether the department has
identified the basin or basins as overdrafted or has projected that the basin will become overdrafted
if present management conditions continue, in the most current official departmental bulletin that
characterizes the condition of the groundwater basin, and a detailed description of the efforts being
undertaken by the urban water supplier to eliminate the long-term overdraft condition.
(3) A detailed description and analysis of the location, amount, and sufficiency of
groundwater pumped by the urban water supplier for the past five years. The description and
analysis shall be based on information that is reasonably available, including, but not limited to,
historic use records.
Cal Wat Code § 10631
Page 11
(4) A detailed description and analysis of the amount and location of groundwater that is
projected to be pumped by the urban water supplier. The description and analysis shall be based on
information that is reasonably available, including, but not limited to, historic use records.
(c)
(1) Describe the reliability of the water supply and vulnerability to seasonal or climatic
shortage, to the extent practicable, and provide data for each of the following:
(A) An average water year.
(B) A single dry water year.
(C) Multiple dry water years.
(2) For any water source that may not be available at a consistent level of use, given specific
legal, environmental, water quality, or climatic factors, describe plans to supplement or replace that
source with alternative sources or water demand management measures, to the extent practicable.
(d) Describe the opportunities for exchanges or transfers of water on a short-term or long-term
basis.
(e)
(1) Quantify, to the extent records are available, past and current water use, over the same
five-year increments described in subdivision (a), and projected water use, identifying the uses
among water use sectors, including, but not necessarily limited to, all of the following uses:
(A) Single-family residential.
(B) Multifamily.
(C) Commercial.
(D) Industrial.
(E) Institutional and governmental.
(F) Landscape.
(G) Sales to other agencies.
(H) Saline water intrusion barriers, groundwater rechazge, or conjunctive use, or any
combination thereof.
(1) Agricultural.
(2) The water use projections shall be in the same five-year increments described in
subdivision (a).
(~ Provide a description of the supplier's water demand management measures. This
description shall include al- of the following:
(1) A description of each water demand management measure that is currently being
implemented, or scheduled for implementation, including the steps necessary to implement any
proposed measures, including, but not limited to, all of the following:
Cal Wat Code § 10631
(A) Water survey programs for single-family residential and multifamily residential
customers.
(B) Residential plumbing retrofit.
(C) System water audits, leak detection, and repair.
(D) Metering with commodity rates for all new connections and retrofit of existing
connections.
(E) Large landscape conservation programs and incentives.
(F) High-efficiency washing machine rebate programs.
(G) Public information programs.
(H) School education programs.
(I) Conservation programs for commercial, industrial, and institutional accounts.
(.)) Wholesale agency programs.
(K) Conservation pricing.
(L) Water conservation coordinator.
(M) Water waste prohibition.
(N) Residential ultra-low-flush toilet replacement programs.
Page 12
(2) A schedule of implementation For all water demand management measures proposed or
described in the plan.
(3) A description of the methods, if any, that the supplier will use to evaluate the effectiveness
of water demand management measures implemented or described under the plan.
(4) An estimate, if available, of existing conservation savings on water use within the
supplier's service area, and the effect of the savings on the supplier's ability to further reduce
demand.
(g) An evaluation of each water demand management measure listed in paragraph (1) of
subdivision (f) that is not currently being implemented or scheduled for implementation. In the
course of the evaluation, first consideration shall be given to water demand management measures,
or combination of measures, that offer lower incremental costs than expanded or additional water
supplies. This evaluation shall do all of the following:
(1) Take into account economic and noneconomic factors, including environmental, social,
health, customer impact, and technological factors.
(2) Include acost-benefit analysis, identifying total benefits and total costs.
(3) Include a description of funding available to implement any planned water supply project
that would provide water at a higher unit cost.
(4) Include a description of the water supplier's legal authority to implement the measure and
efforts to work with other relevant agencies to ensure the implementation of the measure and to
share the cost of implementation.
Page 13
Cal Wat Code § 10631
(h) Include a description of all water supply projects and water supply programs that may be
undertaken by the urban water supplier to meet the total projected water use as established pursuant
to subdivision (a) of Section 10635. The urban water supplier shall include a detailed description of
expected future projects and programs, other than the demand management programs identified
pursuant to paragraph (1) of subdivision (f), that the urban water supplier may implement to
increase the amount of the water supply available to the urban water supplier in average, single-dry,
and multiple-dry water years. The description shall identify specific projects and include a
description of the increase in water supply that is expected to be available from each project. The
description shall include an estimate with regard to the implementation timeline for each project or
program.
(i) Describe the opportunities for development of desalinated water, including, but not limited
to, ocean water, brackish water, and groundwater, as a long-term supply.
(j) Urban water suppliers that are members of the California Urban Water Conservation
Council and submit annual reports to that council in accordance with the "Memorandum of
Understanding Regazding Urban Water Conservation in California," dated September 1991, may
submit the annual reports identifying water demand management measures currently being
implemented, or scheduled for implementation, to satisfy the requirements of subdivisions (f) and
(g)•
(k) Urban water suppliers that rely upon a wholesale agency for a source of water shall provide
the wholesale agency with water use projections from that agency for that source of water in five-
year increments to 20 years or as far as data is available. The wholesale agency shall provide
information to the urban water supplier for inclusion in the urban water supplier's plan that
identifies and quantifies, to the extent practicable, the existing and planned sources of water as
required by subdivision (b), available from the wholesale agency to the urban water supplier over
the same five-year increments, and during vazious water-year types in accordance with subdivision
(c). An urban water supplier may rely upon water supply information provided by the wholesale
agency in fulfilling the plan informational requirements of subdivisions (b) and (c).
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1990 ch 355 § 1 (AB 2661); Stats 1991 ch 938 §
3 (AB 1869); Stats 1st Ex Sess 1991-92 ch 13 § 3 (AB 11X), effective March 1, 1993; Stats 1993 ch
589 § 189 (AB 2211) (ch 720 prevails), ch 720 § 1 (AB 892); Stats 1994 ch 366 § 1 (AB 2853);
Stats 1995 ch 28 § 13 (AB 1247), ch 854 § 8 (SB 1011); Stats 2000 ch 712 § 1 (SB 553), effective
September 27, 2000; Stats 2001 ch 643 § 3 (SB 610), ch 644 § 2.5 (AB 901) (ch 644 prevails); Stats
2002 ch 664 § 226 (AB 3034), ch 969 § 4 (SB 1384), effective September 27, 2002. Amended Stats
2004 ch 688 § 1 (SB 318); Stats 2006 ch 538 § 671 (SB 1852), effective January 1, 2007.
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Cal Wat Code § 10631.1
All rights reserved.
Page 14
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10631.1 (2007)
§ 10631.1. Inclusion of projected water use for low-income housing; Legislative intent
(a) The water use projections required by Section 10631 shall include projected water use for
single-family and multifamily residential housing needed for lower income households, as defined
in Section 50079.5 of the Health and Safety Code, as identified in the housing element of any city,
county, or city and county in the service area of the supplier.
(b) It is the intent of the Legislature that the identification of projected water use for single-
family and multifamily residential housing for lower income households will assist a supplier in
complying with the requirement under Section 65589.7 of the Government Code to grant a priority
for the provision of service to housing units affordable to lower income households.
HISTORY:
Added Stats 2005 ch 727 § 2 (SB 1087), effective January 1, 2006.
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Page 15
Cal Wat Code § 10631.5
Article 2. Contents of Plans
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Cal Wat Code § 10631.5 (2007)
§ 10631.5. Consideration of implementation or scheduled implementaion of water demand
management activities
The department shall take into consideration whether the urban water supplier is implementing
or scheduled for implementation, the water demand management activities that the urban water
supplier identified in its urban water management plan, pursuant to Section 10631, in evaluating
applications for grants and loans made available pursuant to Section 79163. The urban water
supplier may submit to the department copies of its annual reports and other relevant documents to
assist the department in determining whether the urban water supplier is implementing or
scheduling the implementation of water demand management activities.
HISTORY:
Added Stats 2002 ch 321 § 1 (SB 1348).
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10632 (2007)
§ 10632. Elements of urban water shortage contingency analysis
Cal Wat Code § 10632
Page 16
The plan shall provide an urban water shortage contingency analysis which includes each of the
following elements which are within the authority of the urban water supplier:
(a) Stages of action to be undertaken by the urban water supplier in response to water supply
shortages, including up to a 50 percent reduction in water supply, and an outline of specific water
supply conditions which are applicable to each stage.
(b) An estimate of the minimum water supply available during each of the next three water
years based on the driest three-year historic sequence for the agency's water supply.
(c) Actions to be undertaken by the urban water supplier to prepare for, and implement during,
a catastrophic interruption of water supplies including, but not limited to, a regional power outage,
an earthquake, or other disaster.
(d) Additional, mandatory prohibitions against specific water use practices during water
shortages, including, but not limited to, prohibiting the use of potable water for street cleaning.
(e) Consumption reduction methods in the most restrictive stages. Each urban water supplier
may use any type of consumption reduction methods in its water shortage contingency analysis that
would reduce water use, are appropriate for its area, and have the ability to achieve a water use
reduction consistent with up to a 50 percent reduction in water supply.
(t) Penalties or charges for excessive use, where applicable.
(g) An analysis of the impacts of each of the actions and conditions described in subdivisions
(a) to (f), inclusive, on the revenues and expenditures of the urban water supplier, and proposed
measures to overcome those impacts, such as the development of reserves and rate adjustments.
(h) A draft water shortage contingency resolution or ordinance.
(i) A mechanism for determining actual reductions in water use pursuant to the urban water
shortage contingency analysis.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1990 ch 355 § 2 (AB 2661); Stats 1994 ch 366 §
2 (AB 2853); Stats 1995 ch 854 § 9 (SB 1011).
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Division 6. Conservation, Development, and Utilization of State Water Resources
Page 17
Cal Wat Code § 10633
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
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Cal Wat Code ,¢ 10633 (2007)
§ 10633. Information on recycled water; Coordination with designated agencies; Contents of
plan
The plan shall provide, to the extent available, information on recycled water and its potential
for use as a water source in the service area of the urban water supplier. The prepazation of the plan
shall be coordinated with local water, wastewater, groundwater, and planning agencies that operate
within the supplier's service area, and shall include all of the following:
(a) A description of the wastewater collection and treatment systems in the supplier's service
area, including a quantification of the amount of wastewater collected and treated and the methods
of wastewater disposal.
(b) A description of the quantity of treated wastewater that meets recycled water standazds, is
being dischazged, and is otherwise available for use in a recycled water project.
(c) A description of the recycled water currently being used in the supplier's service area,
including, but not limited to, the type, place, and quantity of use.
(d) A description and quantification of the potential uses of recycled water, including, but not
limited to, agricultural irrigation, landscape irrigation, wildlife habitat enhancement, wetlands,
industrial reuse, groundwater recharge, and other appropriate uses, and a determination with regard
to the technical and economic feasibility of serving those uses.
(e) The projected use of recycled water within the supplier's service area at the end of 5, 10, 15,
and 20 years, and a description of the actual use of recycled water in comparison to uses previously
projected pursuant to this subdivision.
(f) A description of actions, including financial incentives, which may be taken to encourage
the use of recycled water, and the projected results of these actions in terms of acre-feet of recycled
water used per year.
(g) A plan for optimizing the use of recycled water in the supplier's service area, including
actions to facilitate the installation of dual distribution systems, to promote recirculating uses, to
facilitate the increased use of treated wastewater that meets recycled water standazds, and to
overcome any obstacles to achieving that increased use.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 10 (SB 1011); Stats 2002 ch 261 §
3 (SB 1518).
Page I8
Cal Wat Code § 10634
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Par[ 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2. Contents of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10634 (2007)
§ 10634. Included plan information
The plan shall include information, to the extent practicable, relating to the quality of existing
sources of water available to the supplier over the same five-year increments as described in
subdivision (a) of Section 10631, and the manner in which water quality affects water management
strategies and supply reliability.
HISTORY:
Added Stats 2001 ch 644 § 3 (AB 901).
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WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Page 19
Cal Wat Code Div. 6, Pt. 2.6, Ch. 3, Art. 2.5 Note
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2.5. Water Service Reliability
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code Div. 6, Pt. 2.6, Ch. 3, Art. 2. S Note (2007)
Div. 6, Pt. 2.6, Ch. 3, Art. 2.5 Note
HISTORY:
[Added Stats 1995 ch 330 § 2, ch 854 § 11.]
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*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 2.5. Water Service Reliability
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10635 (2007)
§ 10635. Assessment of water service reliability; Provision of plan; Construction of article
(a) Every urban water supplier shall include, as part of its urban water management plan, an
assessment of the reliability of its water service to its customers during normal, dry, and multiple
dry water years. This water supply and demand assessment shall compare the total water supply
sources available to the water supplier with the total projected water use over the next 20 yeazs, in
five-year increments, for a normal water yeaz, a single dry water year, and multiple dry water yeazs.
The water service reliability assessment shall be based upon the information compiled pursuant to
Section 10631, including available data from state, regional, or local agency population projections
within the service area of the urban water supplier.
Cal Wat Code § 10635
Page 20
(b) The urban water supplier shall provide that portion of its urban water management plan
prepared pursuant to this article to any city or county within which it provides water supplies no
later than 60 days after the submission of its urban water management plan.
(c) Nothing in this article is intended to create a right or entitlement to water service or any
specific level of water service.
(d) Nothing in this article is intended to change existing law concerning an urban water
supplier's obligation to provide water service to its existing customers or to any potential future
customers.
HISTORY:
Added Stats 1995 ch 330 § 2 (AB 1845), ch 854 § 11 (SB 1011). Amended Stats 1996 ch 124 §
152 (AB 3470).
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*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10640 (2007)
§ 10640. Requirements for plan adoption
Every urban water supplier required to prepare a plan pursuant to this part shall prepaze its plan
pursuant to Article 2 (commencing with Section 10630).
The supplier shall likewise periodically review the plan as required by Section 10621, and any
amendments or changes required as a result of that review shall be adopted pursuant to this article.
HISTORY:
Cal Wat Code § 10640
Added Stats 1983 ch 1009 § 1.
22 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
Page 21
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal YYat Code § 10641 (2007)
§ 10641. Use of consultants and experts
An urban water supplier required to prepare a plan may consult with, and obtain comments
from, any public agency or state agency or any person who has special expertise with respect to
water demand management methods and techniques.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § 12 (SB 1011).
23 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
Page 22
Cal Wat Code § 10642
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal N'at Code § 10642 (2007)
§ 10642. Involvement of diverse population; Public inspection; Hearing
Each urban water supplier shall encourage the active involvement of diverse social, cultural, and
economic elements of the population within the service area prior to and during the preparation of
the plan. Prior to adopting a plan, the urban water supplier shall make the plan available for public
inspection and shall hold a public hearing thereon. Prior to the hearing, notice of the time and place
of hearing shall be published within the jurisdiction of the publicly owned water supplier pursuant
to Section 6066 of the Government Code. The urban water supplier shall provide notice of the time
and place of hearing to any city or county within which the supplier provides water supplies. A
privately owned water supplier shall provide an equivalent notice within its service area. After the
hearing, the plan shall be adopted as prepared or as modified after the hearing.
HISTORY:
Added Stats 1983 ch 1009 § 1. Amended Stats 1995 ch 854 § ] 3 (SB 1011). Amended Stats
2000 ch 297 § 2 (AB 2552).
24 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10643
Cal Wat Code ,¢ 10643 (2007)
§ 10643. Implementation of plan
Page 23
An urban water supplier shall implement its plan adopted pursuant to this chapter in accordance
with the schedule set forth in its plan.
HISTORY:
Added Stats 1983 ch 1009 § 1.
25 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division 6. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Pians
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code ,¢ 10644 (2007)
§ 10644. Submission of plan; Report to Legislature
(a) An urban water supplier shall submit to the department, the California State Library, and any
city or county within which the supplier provides water supplies a copy of its plan no later than 30
days after adoption. Copies of amendments or changes to the plans shall be submitted to the
department, the California State Library, and any city or county within which the supplier provides
water supplies within 30 days after adoption.
(b) The department shall prepare and submit to the Legislature, on or before December 31, in
the years ending in six and one, a report summarizing the status of the plans adopted pursuant to this
part. The report prepared by the department shall identify the outstanding elements of the individual
plans. The department shall provide a copy of the report to each urban water supplier that has
Cal Wat Code § 10644
Page 24
submitted its plan to the department. The department shall also prepaze reports and provide data for
any legislative hearings designed to consider the effectiveness of plans submitted pursuant to this
part.
HISTORY:
Added Stats 1983 ch 1009 § I. Amended Stats 1990 ch 355 § 3 (AB 2661); Stats 1992 ch 711 §
127 (AB 2874), effective September 14, 1992; Stats 1995 ch 854 § 14 (SB 1011); Stats 2000 ch 297
§ 3 (AB 2552); Stats 2004 ch 497 § 5 (AB 105), effective September ]4, 2004.
26 of 26 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2007 by Matthew Bender & Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT REFLECTS ALL URGENCY LEGISLATION ENACTED ***
*** THROUGH 2007 CH. 170, APPROVED 7/30/07 ***
WATER CODE
Division b. Conservation, Development, and Utilization of State Water Resources
Part 2.6. Urban Water Management Planning
Chapter 3. Urban Water Management Plans
Article 3. Adoption and Implementation of Plans
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Wat Code § 10645 (2007)
§ 10645. Availability of plan for public review
Not later than 30 days after filing a copy of its plan with the department, the urban water
supplier and the department shall make the plan available for public review during normal business
hours.
HISTORY:
Added Stats 1990 ch 355 § 4 (AB 2661).
ITEM NO. 10e
DATE: August 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: DISCUSSION AND POSSIBLE APPROVAL OF RESOLUTION PROVIDING
SUPPORT FOR POLICIES THAT PROMOTE THE DEVELOPMENT AND
COMMERCIALIZATION OF PLUG-IN-ELECTRIC OR HYBRID ELECTRIC
VEHICLES AS PARTICIPANT IN THE PLUG-IN-PARTNERS NATIONAL
CAMPAIGN AND TO PLACE A "SOFT" FLEET ORDER TO DEMONSTRATE
THE POTENTIAL DEMAND FOR SUCH A VEHICLE.
BACKGROUND: At the July 18`" Council meeting Cliff Paulin from Greater Ukiah
Localization Program (GULP) presented the advantages of Plug-In Hybrid Electric Vehicles. A
plug-in hybrid electric vehicle (PHEV) is a hybrid vehicle that has been modified to be
recharged by connecting to an electric power source. In essence, plug-in hybrid vehicles are
both a hybrid electric vehicle and a battery powered electric vehicle.
Presently the cost for electricity to power plug-in hybrids during all electric operation in
California has been estimated as less than one fourth the cost of a gasoline. Plug-in hybrids
have many advantages that are financial as well as environmental. Plug-in hybrids can help
reduce air pollution and dependence on oil. Plug-in hybrids can also help reduce the impacts
of global warming by producing less green house gases than an ordinary automobile. Plug-in
hybrids use no fossil fuels while in the electric range if the batteries are fully charged. Other
advantages include fewer trips to the gas station, fueling can be done at home at night when
the cost of electricity is low.
As of July 2007, there are no plug-in hybrid vehicles in production. Ford, General Motors and
Toyota have made announcements of future production and Toyota is conducting road tests in
Japan. Currently, all plug-in vehicles are conversions of production hybrid vehicles.
(Continued on page 2)
RECOMMENDED ACTION: Discuss and possibly approve the attached resolution providing
support for policies that promote the development of Plug-In Hybrid Vehicles.
ALTERNATIVE COUNCIL POLICY OPTION: Do not approve the resolution.
Citizen Advised: Cliff Paulin
Prepared by: Don Ballek, Assistant to City Manager/Economic Development
Coordinated with: Candace Horsley, City Manager
Attachments: 1 -Fleet Order Form
2 - Resolution
APPROVED:' -
Candace Horsley, City Manag r
HISTORY: Hybrid vehicles were produced as early as 1899 by Lohner-Porsche. Early
hybrids could be charged from an external source. In 1969, Popular Science had an article on
the GM XP-833 plug-in hybrid. Then again in 1975 Popular Science featured a cover story of
an experimental hybrid that plugs in overnight.
In 2003, Renault began selling the Elect'Road, a plug-in series hybrid version of a popular
model. Plug-in hybrids have become mainstream with President Bush's inclusion in an area
of research and again his mention in the State of the Union Address this year.
ISSUE: Plug-in hybrid technology has been around for over a hundred years. The question
is, if the plug-in hybrid vehicles are so great why don't we see them on the road in the USA?
Experts say that it when cost come down a greater acceptance will be seen at the consumer
level. Without mass production, the cost of the conversions will continue to be extremely high.
There is a firm in Colorado that will convert a Prius for around $20,000. Mass production of
the vehicles is estimated to bring the additional cost down to around a $3,000 premium over
the standard Prius.
STRATEGY: Plug-In Bay Area is a chapter of Plug-In Partners, a national grassroots initiative
that is demonstrating to automakers including Ford, Toyota, General Motors, DaimlerChrysler
and others, that a growing market is asking for the production of flexible-fuel plug-in hybrid
electric vehicles (PHEVs). PHEVs are hybrids with larger batteries that can be plugged in to
use clean, cheap domestic electricity as fuel while retaining the extended range of
conventional hybrids.
Plug-In Bay Area (PIBA) is bringing the Bay Area and America closer to energy independence
by partnering with municipalities, government agencies, utilities, businesses and nonprofit
organizations to promote gasoline-optional plug-in transportation. PIBA educates the public
and decision-makers about the benefits of plug-in hybrids, a technology that offers an exciting
and timely response to dependence on foreign oil, high gasoline costs, poor air quality, and
climate change.
Plug-In Bay Area is a coalition effort brought to you by: Bluewater Network, The California
Cars Initiative, Pacific Gas & Electric, Plug-In America, Rainforest Action Network and The
Vote Solar Initiative. The effort is to illustrate the demand for the Plug-in vehicles for fleets to
spur the automobile manufacturers to bring the vehicles to market. The soft fleet order is to
illustrate this demand. The soft order is just that ....anon binding order.
Bay Area Plug-In Partners
In the Bay Area, San Francisco, Oakland, Berkeley, Alameda, Los Altos Hills, Sunnyvale and
Marin County have joined the campaign to become aPlug-In Partner. They begin with our
Partner Packet. Marin County was the first Bay Area municipality to place a fleet order for the
vehicles. Plug-In Bay Area urges other cities and counties to follow Marin's lead!
Marin County, Berkeley, the City of Alameda, Los Altos Hills, and Sunnyvale are leading the
effort among Bay Area municipalities by asking automakers to supply their fleets with plug-in
hybrids. Although the cities will not be able to switch their fleets over to plug-ins until the
automakers commit to producing them, these cities are demonstrating their preference for
higher fuel-efficiency and cleaner vehicles. We applaud their leadership.
ACTION: Cliff Paulin and GULP invites Ukiah to "Join other Bay Area communities to
become aPlug-In Partner by passing resolutions and placing soft fleet orders for this cutting
edge technology. As a Plug-In Partner, the City of Ukiah will demonstrate leadership in
environmental stewardship and innovation and take a major step toward ensuring a future of
cleaner air, carbon reduction, and energy independence."
Attachment # I
~~,' J
Plug-In
PHEV Fleet Order Form
We urge automakers to go beyond popular hybrid vehicles and manufacture flexible fuel
plug-in hybrids that run on electricity as well as gasoline or other fuels. Plug-in hybrids
will provide the option of plugging vehicles into an ordinary electrical outlet in order to
recharge the battery, allowing our staff to drive on "electric fuel" for significant periods of
time, thus reducing the need for gasoline and increasing our fuel efficiency up to 100
mpg or more. Plug-in hybrids will also bring significant reductions in greenhouse gases
and other pollutants, and reduce dependence on imported oil.
Because of these many benefits, we pledge to strongly consider purchasing the
following plug-in electric hybrid vehicles once auto manufacturers make them available,
even if it costs more than other vehicles.
Please note, this petition will be passed on to automakers who commit to manufacture flexible fuel plug-in hybrid vehicles.
E-mail addresses will remain confidential.
Vehicle
N
Company
Mail completed form to: Plug-In Bay Area, c/o Jodie Van Horn, 221 Pine Street Suite 500,
San Francisco, CA 94104 OR Fax to:415-398-2732
www pluainbayarea org
Attachment 2
CITY OF UKIAH
RESOLUTION NO.
APPROVING SUPPORT FOR POLICIES THAT PROMOTE THE DEVELOPMENT
AND COMMERCIALIZATION OF PLUG-IN HYBRID ELECTRIC VEHICLES AS A
PARTICITPANT IN THE PLUG-IN PARTNERS NATIONAL CAMPAIGN
WHEREAS, the over-reliance of America on foreign oil has become a growing and
serious threat to the economic vitality and national security interest of the United States; and
WHEREAS, automobile emissions are a major contributing factor to global warming and
to smog in our cities, which threaten the health of our citizens and the sustainability of our
planet; and
WHEREAS, the imbalance between gasoline resources and worldwide demand is
escalating gasoline prices at an alarming rate and to levels that overburden commerce, hurt
economic growth and cause serious hardship on our citizens; and
WHEREAS, the technology exists today to build aplug-in hybrid electric vehicle that
could reduce oil imports, fuel costs to our citizens and our economy and air emissions by
dramatic margins; and
WHEREAS, Alameda Power & Telecom as part of the Plug-In Partners national
Campaign, to urge automakers to mass produce plug-in hybrid electric vehicles for the
substantial, environmental and strategic reasons outlined; and
NOW, THEREFORE, BE IT RESOLVED that the City of Ukiah hereby directs staff to
develop a program to encourage the future purchase of plug-in hybrid electric vehicles,
including fleet orders; and
BE IT FURTHER RESOLVED: That the City of Ukiah makes a commitment to support
local, state, and federal policies that will promote plug-in hybrid electric vehicles; and
BE IT FURTHER RESOLVED: That the City of Ukiah will work with the local
government, education, business and environmental community to advocate for the purchase of
plug-in hybrid electric vehicles.
Approved as to Form
CITY ATTORNEY
By:
City Attorney
ITEM NO. iof
DATE: August 15. 2007
UKIAH CITY COUNCIL
AGENDA SUMMARY REPORT
SUBJECT: DISCUSSION REGARDING 'PREFERRED ALTERNATIVE' LAND USE SCENARIO
FOR REVISED DRAFT UKIAH VALLEY AREA PLAN.
SUMMARY: On August 21, 2007 the Mendocino County Board of Supervisors intends to
select a Preferred Alternative land use scenario as the basis for preparing the Revised Draft
Ukiah Valley Area Plan and Program Environmental Impact Report. This matter is placed on
the Agenda to provide the Council with an opportunity to discuss Council input to the Board of
Supervisors regarding selection of a 'Preferred Alternative.' The Council may desire to
comment on one, or a composite of, the various alternatives.
The attached maps for the Ukiah Valley planning area show generalized land use categories
representing those in the adopted County General Plan and Alternatives A, B and C reflecting
Board discussion on June 26. It is anticipated that a summary of assets, constraints and
development projections for each Alternative will be available at the community open house
August 14, with a compilation of input from the open house available by August 16.
RECOMMENDED ACTION: Discuss input to Board of Supervisors for their August 21, 2007
meeting regarding selection of 'Preferred Alternative' for Revised Draft Ukiah Valley Area Plan.
ALTERNATIVE COUNCIL POLICY OPTION: N/A
Citizen Advised: N/A
Requested by:
Prepared by: Pamela Townsend, Senior Planner
Coordinated with: Candace Horsley, City Manager
Attachments: 1. Maps of Existing County General Plan and Alternatives A-C.
APPROVED:
Candace Horsley, City
Attachment # ~ ~~
Existing General Plan ("No Project" Alternative) o ,,~~e.
ComTUnity Planning ProCeaS Source: Mendocino Count' Planning Team
Draft Ukiah Valley Area Plan Ma~ p29 ~~by MIG, Inc.
= Railroad a Freeway Remote Residenfial " MixM-Use: Two Stones Agricuhure
L _ ~ Tribal Land Arterial Rural Residential Mixed-Use: Three Stories Range Lands
Rirerand Tributaries Loral Road SubuNan Residential Retaibriented Commercial ~ Pvblic Larxls
~, 1a0.Vear Flood Plain O Discussion Area Mul&Family Residential General Commercial Parks and Recreation
Mixed-0se: Residential Focus IMustdal
Attachment # ~ `Z
Potential Ukiah Valley Land Uses (Alternative A) o ,~~~. %,}~
COn)rounity Planning Process Source: Mendocln0 Count' Planning Team
Draft Ukiah Valley Area Plan Map prepared by MlG, Inc.
June 29, 2007
------ Railroad ~ Freeway Remote Residential Mixed-Use: North SUte Indusldal
i- _ ~ Tribal Land Arterial Rural Residential Mixed-USe: Gerreml Agdcullure
River and Tdburnries - Local Road Suburban Residential Mixed-Use: Masonite Range LanAs
~~- tpPVear Flood Plain O Discussion Area Multifamily Residenfial Retail-0dented Commercial ,~ Public Lards
Mixed-Use: Residential Focus General Commercial Parks and Recreation
Attachment # ~ ~-3
Potential Ukiah Valley Land Uses (Alternative B)
Community Planning Process
Draft Ukiah Valley Area Plan
o z,sol ~ sJ,ooo~ ~ soo~
Source: Mentlocino County Planning Team
Map preparetl by MIG, Inc.
June 29, 2007
--- Railroad ~ Freeway Remote. Residential Mixed-Use: Nortlr Stare IMusMal
L _ ~ Gibal Land Arterial Rural Residential MixedUSe: Geneal ggriculNre
River and Tribuaries - Logl ROad SubuMan Residennel Mixedllse: Masonite Range Lands
100.Year FloM Plain O Discussion Mea Muln~Family Residentia Retail-0rienlM Commercial ~ Public LaMs
Mixed-Use: Residential Focus General Commercial Packs aril Recreatlon
Attachment # ~-
Potential Ukiah Valley Land Uses (Alternative C) o ,5~~150e ~
Community Planning Process Source: Mentlorino Counry Planning Team
Draft Ukiah galley Area Plan Mape 29 ~~~ MIG, Inc.
---- Railroad Freeway Remote Residential Mixed-USe: North SUte IndusMal
L _ ~ Tribal land Arterial Rural Residental ~ Mixed-USe: Gerreral Agdcvltum
River and Tributaries Local Rnad Suburban Residential Mixed-USe: Masonite Rangelands
VXFYear Flood Plain O Discussion Area Multi-Family Residential Retail-0dented Commercial ~ Public Lands
Mixed-Use: Residenfial Focus General Commercial Parks aM Recreation
ITEM NO. iog
MEETING DATE: Auoust 15, 2007
AGENDA SUMMARY REPORT
SUBJECT: CONTINUED DISCUSSION OF SEWER LATERAL INSPECTION AND REPAIR
PROGRAM
Consultant Mary Grace Pawson will be making a presentation on this item.
The Council/Sanitation District approved Committee will be meeting at 4 p.m. before the
Council meeting. Both Mary Grace Pawson and Rick Kennedy will be in attendance.
RECOMMENDED ACTION: Discussion and Possible Action.
ALTERNATIVE COUNCIL POLICY OPTIONS: N/A
Citizen Advised:
Requested by:
Prepared by: Sue Goodrick, Risk Manager/Budget Officer
Coordinated with: Candace Horsley, City Manager
Attachments: N/A
APPROVEd.
Candace Horsley, City anager
ITEM NO. lla
DATE: August 15. 2007
UKIAH CITY COUNCIL
AGENDA SUMMARY REPORT
SUBJECT: DISCUSSION OF AMENDMENT TO CITY COUNCIL RESOLUTION 92-24
REGARDING SEISMIC UPGRADES WHEN 'SUBSTANTIAL IMPROVEMENT'
IS MADE GENERALLY AND AS RELATES TO PARTICIPATION IN FACADE
IMPROVEMENT GRANT PROGRAM
City Council Resolution 92-24 requires structural seismic upgrades to unreinforced masonry
buildings on the 'Potentially Hazardous Building List' when proposed improvement cost equals
or exceeds 50 percent of the assessed value of the structure.
Lisa Mammina, Facade Improvement Grant Program (FIP) applicant and owner of property at
201 and 203 South State Street, requests the City to exclude various mandated improvement
costs (i.e., facade improvements funded by the FIP, fire sprinklers, energy mandates, ADA and
safety improvements such as replacing plate glass with safety glass) under Resolution 92-24.
(continued on page 2)
RECOMMENDED ACTION: That Resolution 92-24 shall remain in effect as adopted,
finding that protection of the public safety outweighs modification of seismic upgrade
requirements.
ALTERNATIVE COUNCIL POLICY OPTIONS: Direct staff to prepare an amendment to
Resolution 92-24 excluding the FIP grant amount or the total cost of facade improvements
(property owner and FIP grant) and/or other specified improvements (such as fire sprinklers,
ADA, and safety improvements) from the calculation of 'substantial improvement' as defined
therein.
Citizen Advised: Ms. Lisa Mammina
Requested by:
Prepared by: Pamela Townsend, Senior Planner
Coordinated with: Candace Horsley, City Manager
Attachments: 1. City Council Resolution 92-24
2. May 2, 2007 Letter, Lisa Mammina to Pam Townsend
3. Incentives for Retrofitting Vulnerable Privately-Owned
Buildings
APPROVED:'-
Candace Horsley, Ci `Manager
City Council Resolution 92-24 requires all buildings on the 'Potentially Hazardous Building List'
to complete" structural seismic upgrades with applications for building permit(s) for any
substantial improvements including reconstruction, remodeling, rehabilitation, or addition to a
structure, the cost of which exceeds fifty percent (50°/a) of the assessed value, or value as
determined by an independent appraisal secured at the property owner's expense, of the
structure at the time of the permit application."
Staff has interpreted Resolution 92-24 to mean that structural upgrades are required when
building permits for upgrades to the subject structure exceed 50 percent of the assessed value
of the building, as opposed to upgrades to the property generally.
ANALYSIS: The Ukiah City Code mandates seismic and certain flood improvements when
'substantial improvements' exceed 50 percent of assessed value, and other specified
improvements (e.g., fire sprinklers, ADA, sidewalk improvements) at other project thresholds.
City building staff have in the past discounted the cost of some mandated improvements (e.g.
fire suppression) when determining whether the substantial improvement threshold of
Resolution 92-24 is reached.
Both the Facade Improvement Grant Program (FIP) and seismic retrofit program have
community benefits. The FIP assists property owners in upgrading property and reducing
blight by reimbursing up to 50 percent of the cost of eligible facade improvements not to
exceed $50,000 in Redevelopment Agency funds. These funds may also be used to offset
required seismic upgrade costs when those costs are directly related to the facade
improvement or completed during the course of facade improvement work. Property owners
lacking the resources to make mandated seismic improvements could alternatively undertake
fewer facade improvements; however, when mandated seismic requirements deter property
owners from undertaking facade improvements then community benefits are lost.
On the contrary, reducing the instances in which seismic retrofit is required has potential public
health and safety consequences. Of the approximately 73 addresses on the 'Potentially
Hazardous Building List', the great majority are located within or near the downtown. The
historic and economic viability of the downtown in the event of a moderate or severe
earthquake is best served by fully implementing programs to reduce earthquake hazards to
vulnerable buildings. In addition, there is an equity issue since property owners outside the FIP
area must comply with mandated seismic upgrades when the 50 percent threshold is reached,
and without the assistance provided by the FIP.
Staff recommends that Resolution 92-24 remain in effect as adopted, finding that protection of
the public safety outweighs modification of seismic upgrade requirements.
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RESOLUTION N0. 92-24 Attachment # ____.~_ y
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH
ADOPTING COMPLIANCE SCHEDULE PURSUANT TO UKIAH
CITY CODE SECTION 3075, EARTHQUAKE HAZARD REDUCTION
WHEREAS, the City Council adopted Ordinance No. 897 on
December 20, 1989, and Ordinance No. 914 adding and. amending Chapter 2 of
Division 3 to the Ukiah City Code (UCC); and
WHEREAS, UCC Section 3075 requires building seismic safety compliance
be completed in accordance with a Compliance Schedule to be adopted by
resolution of the City Council.
NOW, THEREFORE, BE IT RESOLVED, that pursuant to Ukiah City Code
Section 3070 et. seq., all buildings listed on the Potentially Hazardous
Buildings List must comply with the provisions of that Code in accordance
with this Compliance Schedule:
Structural seismic upgrades shall be completed with application for
building permit(s) for any substantial improvements including
reconstruction, remodeling, rehabilitation, or addition to a
structure, the cost of which equals or exceeds fifty percent (507,) of
the assessed value, or value as determined by independent appraisal
secured at property owners expense, of the structure at the time of
permit application.
PASSED AND ADOPTED this 6th day of November, 1991, by the following
roll call vote:
AYES: Councilmembers McMichael, Wattenburger, Shoemaker, Schneiter, and
:Mayor Henderson.
NOES: .None.
ABSENT: None.
!I ATTEST 11
City Clerk
R:Res2
URM Schedule
lleen B. Henderson, Mayor
Attachment # ~ _
Pamela Townsend, Senior Planner
City of Ukiah
Planning and Community Development Dept.
300 Seminary Avenue
Ukiah, California 95482
Re: 201/203 5. State Street 2 Mny 07
Dear Pam:
I am the recipient of two approved Facade Improvement Grants, one each for the
storefronts located at 201 and 203 South State Street. I hove nearly completed the
improv¢ments for the 201 storefront; however, the 203 storefront hoc just begun.
The building is an unreinforced masonry (URM) structure and Resolution No. 92-24 provides
that structural seismic upgrades are required where the cost of improvements equals or
exceeds 50% of the assessed value. (See attachment 1).
The costs of the faSade improvements that hove been made to 201 are being counted
toward this 50% threshold and the URM rctrofit requirement is well within reach.
Z am requesting the City to consider the impact of Resolution No. 92-24 on the Facade
Improvement Program and whether it is in the best interest or intention of the FIP program
to contribute towards triggering earthquake retrofitting.
In addition to the facade improvements to 201, I installed a fire suppression system and
ADA compliance upgrades. David Willoughby agreed to exclude the fire safety measures
from the threshold.
I would like to ask The City of Ukiah to consider whether it should also exclude-mandated
improvements, such as ADA-compliance, from the threshold. (See attachment 2)
Also, could you please help me understand whether the assessed value° applies to the land
and structure or just the structure itself? One option that I have is to hire a certified
appraiser for $500 and raise the assessed value and hope that the anticipated expenses
would not in the foreseeable future approach the new 50% threshold.
Would the City please consider rescinding Resolution No. 92-24 so that it does not have the
same devastating effect on other property owners?
Attachment #
Mammira
Page 2
Since I have just gone through this process with the Building Department with regards to
201, I fear that if I accept the FIP grant for 203 and complete the facade improvement,
that I will be mandated to earthquake the entire building (201 and 203) because the
threshold will surely be met.
Therefore I would also like to request that the City consider extending the deadline for the
completion of the faSade improvements for 203 so that a future appraisal of the property
will be of high enough value so os to not trigger the threshold for a URM retrofit. I do not
wish to forfeit nor lose the Fa4ade Improvement Program grant for 203 S. State Street.
Finally, according to the City of Ukiah's website, the goal of the Economic Redevelopment
Agency is to eliminate blight. My current focus, with the financial support of the FIP, has
been on eliminating the visual blight from the storefront at 201 S. State Street.
As it is not economically feasible for me to undertake the financing of retrofitting the URM
building, may I encourage the City to consider offering me financial assistance from the
Redevelopment Agency? I don't understand tax increment funding except that a portion of
the increase in my property tax could serve the RDA note. (See attachment 3).
I would very much appreciate on opportunity for the consideration of my request for
funding. The City of Ukiah, with assistance from the Economic Redevelopment Agency,
could play a vital role in eliminating structural blight in the URM buildings as well.
Thank you for you consideration. I look forward to your reply.
Sincerely,
yyl ~Ctlb~~
Lisa Mammina
Attachment # ~~ _3
David Willoughby
City of Ukiah
300 Seminary Avenue
Ukiah, California 95482
Re: 201 State Street
Deaz David:
28 Mazch 07
I've been involved in a rehabilitation of the property at 201/203 S. State Street for the last
3 yeazs. This has consisted of deferred maintenance, installation of fire suppression
system, fapade improvement, and ADA compliance upgrades, implementation of life
safety measures, energy efficiency upgrades, and final tenant improvements.
My plan is to improve the safety of the building, along with the intention of adding
enjoyment to The Downtown Historic District, by providing a more functional and
aesthefically pleasing building. Further, my goal after three years of effort is to
have the building fully occupied and rented to compatible tenants.
I have been advised in regards to my most recent building permit application from
Phillips Group that I must earthquake retrofit my property because the value of the
improvements to date exceeds 50% of the assessed value of the property (201).
Please be awaze, however, that the property actually consists of both 201 and 203 since
the City approved a merger of the two pazcels, although the map has not yet recorded.
My improvements to date on 201 and 203 do not reach the 50% threshold.
I hope that with farther discussion and greater clarification, it may become evident that
these improvements and expenditures will in fact not apply to the 50% threshold, thereby
allowing me to complete tenant improvements without addressing earthquake retrofit.
Please consider the nature of the improvements I've made to my property:
• Deferred maintenance: replacing the floor and its joists (201).
• Fire suppression system: installed throughout main storerooms and the basements
(required by Chuck Yates triggered by tenant improvements to 203).
• Facade Improvement: (201) renovation of storefront from basement to roofline.
The improvement is obvious because one can observe the difference to 203.
• ADA-compliance: (201) reconstruct and replace the front and side door and
(201/203) reconstruct bathrooms as they failed to meet the minimum standazds.
Attachment # ~ '
Mammina Page 2
• Life safety measures: replacing the plate glass at the storefront entry (201) with
safety glass and removal of the unreinforced parapet (203) upon the
recommendation of the engineering firm Winzler & Kelley.
• Energy efficiency upgrades: removal, recycling and replacement of old
fluorescent tube lighting and removal and replacement of (unsafe) standing pilot
room furnace, with an efficient HVAC roof mounted unit.
Tenant improvements: new plumbing, electrical, and other improvements to make
the space rentable. These have not yet been completed and aze held up by the
current building permit.
I do not see that it is in the best interest of The City of Ukiah to include most of the
repairs outlined above into the equation when calculating for retrofit.
Perhaps a hazd look at what is and isn't included in this process will show that I need not
worry and in fact won't be required to retrofit at this time.
If this is not the case, I ask that the City assist me, as the owner of an URM building, in
making these required improvements. Other California cities provide such incentives.
The retrofit without assistance is impossible for me. I am unable to continue with this
financial hardship. However, if the City, with a low interest loan or other incentive,
assisted me I believe I could do the retrofit.
Additionally, t fear that the triggered earthquake retrofit for 201 will demand the same of
203, even though I have a paying tenant that I cannot afford to temporarily displace.
Further the planned fagade improvement to 203 perhaps may trigger the same.
I planned, and have had designed, but now question, building an exciting mixed-use
structure at 101 E. Church (east 201/203) State. After the map merging 201/203 is
recorded, will new construction (101) demand the same earthquake retrofit of 201/203?
I sincerely ask of The City of Ukiah to please help me understand and sort out the options
associated with this complex and confusing situation.
Th yo
,.~kp,t._.,;
Lisa Mammma
cc: Don Ballek
Chazley Stump
Candace Horsley
Best Practices
Attachment #
~,."~ Northern California Chapter of the
Earthquake Engineering Research Institute
Page 1 of 3
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Home About Us Chapter Quake '06 Living Earthquake Risk 3th Nat'I Conf Con[act Us ]oin
Mission/Vision
Press Best Practices
Best Practices I
Hazard Info Incentives for Retrofitting Vulnerable Privately-
AccountabiEEty Groups
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Used by: Various Bay Area Local Governments
Date Established: Over about the past 20 years
Description
Local governments throughout Northern California have created
financial incentives and removed disincentives to encourage owners to
retrofit their vulnerable buildings. These incentives include: waivers or
reductions of building permit fees, waivers of zoning and parking
requirements, loans with easier qualifying requirements or below-
market interest rates, grants to cover part of the design or
construction costs using redevelopment or housing funds, and special
assessment districts that generate funding sources for participants.
Problem
Owners have many reasons for not addressing the risks of collapse,
life loss and property damage in their buildings. Since earthquakes are
rare events, retrofitting is typically not the highest priority for the
expenditure of limited funds. Governments convey mixed messages
about earthquake risk; don't usually require retrofits except for
unreinforced masonry buildings; and leave such decisions up to
owners. Yet governments have a stake in the future of their
community's buildings, in protecting both human life and economic
continuity. The percentage of retrofitted buildings in Northern
California is low -for example, less than 10% for residential dwellings,
and less than 50% for highly vulnerable unreinforced masonry
buildings.
Solution
Various local governments have evaluated their community's
vulnerability to earthquake losses, identified priority issues and
alternatives, and selected from a variety of incentive options using the
resources below. Governments have estimated the potential levels of
participation and estimated offsets in revenue. Governments have held
focus group meetings and public forums to gain feedback from
potential beneficiaries of incentives, and to present draft incentives
before their adoption.
Even small incentives appear to send a clear message to building
owners that governments value efforts to reduce earthquake risk.
Even nominal incentives convey a small recognition to owners of the
government's interest and appreciation. The positive public relations
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Best Practices
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Attachment # ~ " 02
generated by offers of incentives have offset opposition to retrofitting
proposals.
Larger incentives clearly produce more meaningful retrofit results and
have changed market conditions and increased numbers of buildings
being retrofitted. Based on recent ABAG surveys, communities with
large, effective retrofit incentives have a substantially higher quantity
of retrofitted buildings.
Examples of Retrofit Incentive Proara~
Berkeley's Transfer Tax is an example of a large, effective incentive
that has enabled Berkeley to achieve more than three times the
number of retrofitted buildings of adjacent cities. Following is a list of
earthquake risk reduction incentives and the cities that have adopted
them. Each city should be contacted for more information:
^ Waiver of Permit Fee for Seismic Retrofit: Albany, Berkeley,
Fremont, Livermore, Los Gatos, Morgan Hill, Oakley, San Rafael,
Sonoma, St. Helena.
^ Permit Fee Reductions: Pittsburg, San Leandro, St. Helena
^ Local Tax Breaks: Berkeley Transfer Tax Rebate and proposed
tax/rebate increase, St. Helena Mills Act, Redwood City Mills Act
^ State Tax Breaks: Taxes reduced for earthquake strengthening
when applicable forms are submitted prior to retrofitting.
Contact your County Assessor's Office.
^ Federal Tax Breaks: 20% federal tax credit for work certified by
the National Park Service on National Register buildings.
^ Federal Mitigation Incentives: The Disaster Mitigation Act of
2000 (DMA2000) allows for enhanced eligibility for post-disaster
mitigation funds for those jurisdictions that have effective
mitigation programs established prior to disasters. The
Governor's Office of Emergency Services is laying out rules for
these new mitigation programs with a November 2003 deadline.
^ Grants: Brentwood, Colma, Emeryville, Morgan Hill, Napa,
Pinole, St. Helena, Windsor, San Francisco's general obligation
bonds
^ Other Incentives:
• Dixon - $3/SF for URM retrofits
• Fremont -low interest loans for redevelopment
area Napa's redevelopment funds for retrofit
designs
• Palo Alto -allowances for additions waivers
• Los Gatos -parking waivers
• San Leandro -special assessment district loan
program
• San Mateo -storefront improvement loads and
grants
• Santa Clara - 3% interest, 5 year loans for
engineering analysis
• Sonoma -grants for retrofit designs
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Attachment # 3 - j
Vacaville - 3% interest, 25 year redevelopment
loans
Vallejo - $40,000 per building (max) Community
Development Block Grants
Resources
^ Seismic Retrofit Incentive Programs - A Handbook for Local
Governments, ABAG, 1992. (Some case studies no longer
applicable to current adaptations.)
^ Status of City and County Mitigation of Earthquake Hazards and
Risks, ABAG, 2002.
^ Preventing the Nightmare, Designing a Model Program to
Encourage Owners of Homes and Apartments to Do Earthquake
Retrofits, ABAG, 1999. Based on a survey of residential
retrofitting progress and recommendations from ABAG's
Housing Mitigation and Recovery Review Committee.
Ada tp ability/Sustainability
The adaptability of incentives used elsewhere depends greatly upon
the similarly of economic conditions, the owner's willingness to pay
versus the size and effectiveness of the incentive, and current lending
rates.
Tax laws have changed dramatically over the years, rendering many
earlier attempts at incentives, such as the Marks Historical Bond Act
and some types of special assessment districts such as Mello-Roos,
either infeasible or less feasible.
Some incentives are not adaptable to other jurisdictions unless tax
laws are similar, which is the case for Berkeley's Transfer Tax. Most
jurisdictions don't have a transfer tax and creating new taxes coupled
with offsetting incentives would require atwo-thirds vote of the
electorate.
Many incentives have a limited life or effectiveness. For example,
special assessment districts may be created once and not allow for
additional participants at later dates. Some below market-rate loans
may become unattractive with changes in the market or for owners
unable to take on additional loans.
As a result, governments should periodically review existing incentives
and options for new or revised incentives since conditions change with
time and the economy as well as changes in local, state, and federal
laws.
Homo I About Js ~ Chap[er I Qua ke__O6 ~ i iyip9 Farthgu~kc Risk. i~lodPl 18th_National_Conference 15_ite_~~Iap ~
contact 4is ~ loin
Copyright EERI`~~ 2003
http://www.quake06.org/quake06/best~ractices/IRVPOP.html 3/14/2007
ITEM NO: lib
MEETING DATE::August 15, 2007
AGENDA SUMMARY REPOr~T
SUBJECT: AWARD OF CONTRACT FOR TRAFFIC SIGNAL F_QUIPMENT UPGRADE
PROJECT, SPECIFICATION NO. 07-12
SUMMARY: The City distributed plans and specifications to nine builders' exchanges and six
contractors for the Traffic Signal Equipment Upgrade Project Specification No. 07-12. The City
publicly advertised this project on July 29 and August 5, 2007, in the Ukiah DailyJoumal. Acopy
of the Notice to Bidders was sent to 20 contractors including all License Class C-10 contractors
on the City's 2007 Qualified Contractors List. Sealed proposals will be received and opened by
the City Clerk on August 14, 2007. This project will replace all of the incandescent traffic signal
lights with LED lights. In addition, battery backup units will be installed. Finally, two traffic signal
controllers will be replaced with new controllers and cabinets. This project will receive ninety
percent of its funding from Caltrans through the Hazard Elimination Safety (HES) program forthe
LED upgrade and battery backup units. The replacement of two traffic; signal controllers and
cabinets, which is not part of the original HES project scope of worF;, will be paid with other City
funds. Staff is seeking Council approval for award of the contract based on the outcome of the
bid opening. The need for City Council approval so soon after the bid opening date is
necessitated by the fact that this project must be awarded by the Caltrans' deadline of
August 15, 2007. A bid tabulation sheet will be provided to the public and the Council at the
meeting.
If the bid is awarded, compensation for the pertormance of the work will be based on unit prices
bid for contract item quantities actually installed. Bid totals are based on unit prices bid for
contract items at estimated quantities, and therefore, the actual total paid to the contractor may
be lower or higher than the bid total indicated.
As with construction projects, there may be cost overruns by reason of unforeseen work or
because actual quantities installed exceed estimated quantities. Policy Resolution No. 13,
authorizes the responsible Department Head, with approval of the City Manager, to issue change
orders not to exceed 10 percent of the original contract sum or $5,000 whichever is greater
provided that no change, when added to the original contract sum, exceeds the amount
budgeted for the project.
RECOMMENDED ACTION: Award contract for Traffic Signal Equipment Upgrade Project
Specification No. 07-12, to the lowest responsive, responsible bidder based on bids submitted
on Auoust 14. 2007.
ALTERNATIVE COUNCIL OPTIONS: (1) Reject Bids; (2) Provide Staff with other direction.
Citizens Advised: N/A
Requested by: Tim Eriksen, Director of Public Works /City EnginE:er ~
Prepared by: Rick Seanor, Deputy Director of Public Works R
Coordinated with: Candace Horsley, City Manager
Attachments: None
Approved:
Candace Horsley, City M ager