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Home My WebLink About02/17/99 c, 'r ·I WATER BOARD Mark C. Salvaggio, Chair I Irma Carson . . David Couch I CITY OF BAKERSFIELD ........ WATER BOARD MEETING I WEDNESDAY, FEBRUARY 17, 1999 - 4:30pm Water Resources Building Conference Room 1000 Buena Vista Road, Bakersfield, CA I AGENDA 1 ). CALL MEETING TO ORDER I 2). ROLL CALL 3). APPROVAL OF SEPTEMBER 16, 1998 and NOVEMBER 17, 1998 MEETING MINUTES I 4). ELECTION OF OFFICERS - Chair and Vice-Chair 5). SCHEDULED PUBLIC STATEMENTS 6). KERN RIVER OPERATIONS REPORT I 7). OLD BUSINESS A. STATUS OF KERN RIVER PARKWAY PROPERTY ACQUISITIONS - Board Information I 8). NEW BUSINESS A. DOMESTIC WATER SERVICE AREA BOUNDARY AMENDMENTS - For Board Approval and I Recommendation to City Council B. UPDATED CITY OF BAKERSFIELD "STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS" - For Board Approval I C. KERN RIVER PARKWAY WATER MANAGEMENT AGREEMENT - For Board review D. NORTHEAST BAKERSFIELD WATER SUPPLY AGREEMENT WITH CALIFORNIA WATER SERVICE COMPANY - For Board Approval and Recommendation to City Council I E. UPDATE ON WASTEWATER PLANT N° 2 PROPERTY ACQUISITION - Board Information 9.) WATER BOARD MEETING DATE SCHEDULE - For Board Approval I 10.) SCHEDULING OF TOUR OF KERN RIVER PARKWAY FOR APRIL BOARD MEETING - For Board Discussion I I). CLOSED SESSION I A. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION. CLOSED SESSION PURSUANT TO GOVERNMENT CODE SECTION 54956.9(a) KERN DELTA WATER DISTRICT vs NORTH KERN WATER STORAGE DISTRICT, et al., TULARE COUNTY SUPERIOR COURT CASE No. 96-172919. I 12.). CLOSED SESSION ACTION 13). ADJOURNMENT (~ ~ I Gene Bogal, Water ReslurceM~lanager POSTED: February 12~ 1999 S:WBAGFEBI7 I 1000 BUENA VISTA ROAD · BAKERSFIELD, CALIFORNIA 93311 · (805) 326-3715 MINUTES OF THE REGULAR MEETING OF THE WATER BOARD - CITY OF BAKERSFIELD Held Wednesday, September 16, 1998, Water Resources Conference Room, 1000 Buena Vista Road, Bakersfield, CA 93311. 1. The meeting was called to order by Boardmember Salvaggio at 4:40pm. 2. Present: Mark Salvaggio, Chair Jacquie Sullivan Absent: Patricia M. Smith 3. Boardmember Salvaggio made a motion to approve the minutes of the Special Water Board Meeting held JuIy 29, 1998. Motion carded. 4. There were no public statements. 5. An update on the current Kem River operations was given by Hydrographic Supervisor Steve Lafond. The April-July snow melt exceeded a million acre-feet on the Kern River, which is the sixth largest since 1894. The cool spring that extended into June lead to high flows on the Kern into the month of August. Lake Isabella is on course for a carryover storage of 245,000 acre-feet by the first of December. The current level of 395,000 acre-feet is the second highest for this date in history with only the 1983 figure higher. The river flows through Bakersfield will be about 1,750 cfs or twice normal for this time of year. The long range forecasters are predicting a slightly below normal year for 1999, however, City should be able to meet basic contract deliveries and obligations with available Isabella carryovers. For Board information, no action required. 6. The Boardmembers and staff left at 4:50pm to tour the future Northeast Bakersfield Bike Path and Water Facilities project site. The meeting reconvened at 6:30pm. 7A. Mr. the Board status of the Kern River Parkway acquisitions. Bogart gave a report property The Ellingston property .near Coffee Road has been acquired and escrow has closed; the Wattenbarger property near Manor Street went to Council August 26th and escrow should close within two weeks; the Jones property, just west of Highway "99" is still in negotiations, but expected to be completed for October Council approval. The Jones property is to include land along the north side of the river for a continuous equestrian trail; the McDonald property near Coffee Road is in appraisal and that should be ready soon; an appraisal has been performed on the Sill property located east of 24th Street and an offer has been made. If Sill does not reply to our offer within two weeks staff will pursue the Davies 1 property that is located near Golden State Highway. The total property acquisition cost will be $625,000, of which $500,000 is from the Proposition 204 Grant, with an additional $125,000 under consideration from a trailer bill AB2794. For Board information, no action required. 8A. Mr. Core presented to the Board an Easement Agreement with the Kern Water Bank Authority (KWBA) for a turnout in the 2800 Acres near Enos Lane. KWBA is the owner of approximately 20,000 acres of land along the north and south side of the 2800 Acres. The Easement Agreement will allow the Authority to build a headgate with a turnout structure from the river to increase flow rates to their spreading property. KWBA will own and maintain the headgate facility and assume liability for operation. The term of this Agreement is continuous until the easement is abandoned by KWBA. Boardmember Salvaggio made a motion to approve and recommend approval to the City Council of this Agreement. Motion carded. 8B. An Agreement with Kern Delta Water District (Kern Delta) for temporary rental of City Isabella the Board Mr. Kern Delta desires to store storage presented space was to by Bogart. up to 5,000 acre-feet of its 1998 State Water Project exchange water in the City's Isabella storage space from November 1, 1998 through July 1, 1999. This is a temporary rental agreement in which the City will invoice Kem Delta on a quarterly basis for charges incurred in storing the state water. If Kern Delta does not evacuate this State Water Project exchange water by July 1, 1999 the remaining balance transfers to City ownership. Boardmember Sullivan made a motion to approve the Agreement. Motion carded. 9. Closed session. Adjourned to Closed Session at 6:40pm. 9A. Conference with legal counsel - existing litigation. Closed session pursuant to Government Code Section 54956.9(a) Kern Delta Water District vs North Kern Water Storage District, et al., Tulare County Superior Court Case No. 96-172919. The meeting reconvened at 6:42pm. 10. Received update on litigation by legal counsel, no action taken. 11. A motion to adjourn was made by Boardmember Salvaggio at 6:43pm. Mark Salvaggio, Chair City of Bakersfield Water Board Sharon Robison, Secretary City of Bakersfield Water Board S:\WATER BOARD M1N~WBMinSep98 2 MINUTES OF THE SPECIAL MEETING OF THE WATER BOARD - CITY OF BAKERSFIELD The City of Bakersfield Water Board meeting held November 17, 1998 was called to order at 4:30pm. In the absence of a quorum the meeting was adjourned to continue to a date to be announced. Sharon Robison, Secretary City of Bakersfield Water Board KERN RIVER BASIN SNOWPACK ACCUMULATION EIGHT SENSOR INDEX February 10, 1999 40.0 35.0 ....................... ,- 1994-1995 199% A-J 30.0 - - · 25.0 ..................................... I ........ ~.~ 100% of April 1 Average V m 20.0 --- O O 10.0 ........................... - - - - Q 1993-1994 41% A-J 1998-1999 0.0 I November December January February Mamh Apdl Snowpack Accumulation Season C/IT OF BAKERSFIELD WATER RESOURCES DEPARTMENT m m m m m m m mm m mm m m m mm m m m m m I I I I I I I I I ITEM 7).A. I VERBAL REPORT ON THE STATUS OF THE KERN RIVER PARKWAY PROPERTY ACQUISITIONS. I I I I I I I I I I Coleman Homes I Building the ~e I I December 22, 1998 I Mr. Patrick E. Hauptman CITY OF BAKERSFIELD Department of Water Resources I1000 Buena Vista Road Bakersfield, CA 93311 I Dear Mr. Hauptman: I We have elected to use City of Bakersfield Water Service for Tract 5658 and Tract 5932. While we realize that these tracts are located in an area considered to be in Vaughn Water Company's Iservice area, it is our decision to use City of Bakersfield Water. Should you have any questions or desire additional information, please do not hesitate to call. I COLEMAN HOMES, INC. I I cc: Brian Alexander 1 I I 5251 Office Park Drive, Suite 200 · Bakersfield, California 93309 I Telephone: 805/326-1141 · Facsimile: 805/326-1139 I Coleman Homes -I Buildingthe~e Michael L. Huhn I General Manager VAUOHN WATER COMPANY 10014 Olenn St. I Bakersfield, CA 93312 I Dear Mr. Huha: I Thank you for the recent opportunity to sit and discuss water service for Tract 5658 on Hageman Road and Tract 5932 located at the South West comer of Calloway and Noriega. I Unfortunately, due to the total cost difference involved, we will not be requesting water service from Vaughn Water Company. Instead, we will be obtaining water service from the City of Bakersfield. Again, the reason is the large difference in cost for water service, which ultimately I gets passed on to our homeowners. i We appreciate your time and consideration. Smcerel , _ Tony E. Hogg I V ice President and Division Manager COLEMAN HOMES, INC. I cc: Brian Alexander i TEH/wj I 5251 Office Park Drive, Suite 200 · Bakersfield. California 93309 Telephone: 805/326-1141" Facsimile: 805/326-1139 STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS W.B. 93-06 Revision date - October 15, 1998 IMPORTANT NOTICE These standards are subject to revision. Check with the department (listed below) for latest revision. CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT DOMESTIC WATER DIVISION 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 (805) 326-3715 FAX (805) 326-3098 I I STANDARDS AND SPECIFICATIONS , FOR DOMESTIC WATER SYSTEMS I TABLE OF CONTENTS CHAPTER I - GENERAL ................................................ 1 1.1 SCOPE .................................................. 1 1.2 DEFINITIONS 1 1.3 ABBREVIATIONS .......................................... 1 CHAPTER II - PROCEDURES FOR SUBMISSION AND APPROVAL OF WATER SYSTEM PLANS ....................................................... 2 2.1 PURPOSE ................................................ 2 2.2 PROCEDURE FOR PLAN SUBMISSION AND APPROVAL .............. 2 2.3 PLAN FORMAT AND REQUIREMENTS .......................... 4 CHAPTER III - WATER SUPPLY REQUIREMENTS ............................. 5 3.1 PURPOSE ................................................ 5 3.2 DOMESTIC FLOW ......................................... 5 3.3 RESIDENTIAL AREAS ...................................... 5 3.4 COMMERCIAL AND INDUSTRIAL .............................. 5 3.5 PARKS .................................................. 5 3.6 GENERAL FIRE FLOW REQUIREMENTS ......................... 6 3.7 PIPE PRESSURE ........................................... 6 3.8 TOTAL FLOW REQUIREMENT ................................ 6 CHAPTER IV - MISCELLANEOUS DESIGN CRITERIA .......................... 6 4.1 LOCATION OF PIPE ........................................ 6 4.2 FIRE HYDRANTS .......................................... 7 4.3 VALVE LOCATION 7 4.4 AIR AND VACUUM RELEASE VALVES .......................... 7 4.5 BLOWOFFS .............................................. 7 4.6 WHARF HYDRANTS ........................................ 7 4.7 PIPE DIAMETER .......................................... 8 4.8 CONNECTIONS ........................................... 8 4.9 CLEARANCE FROM SEWERS ................................. 8 4.10 SERVICE PIPE SIZE ........................................ 8 4.11 THRUST DEVICES ......................................... 9 4.12 FIRE PROTECTION SERVICE 9 CHAPTER V - MATERIALS ............................................ 10 5.1 PURPOSE 10 5.2 QUALITY OF MATERIALS .................................. 10 5.3 POLYVINYL CHLORIDE PIPE (PVC) ........................... 10 i I 5.4 MOLECULARLY ORIENTED PVC PRESSURE PIPE 10 5.5 STEEL PIPE ............................................. 11 5.6 VALVES ............................................... 12 I 5.7 VALVE BOXES ........................................... 13 5.8 WATER SERVICE PIPE AND TUBING .......................... 13 I 5.9 CORPORATION STOPS ..................................... 13 5.10 METER STOPS ........................................... 13 5.11 FIRE HYDRANTS ......................................... 13 I 5.12 PORTLAND CEMENT CONCRETE ............................. 14 5.13 STORAGE FACILITIES ..................................... 14 5.14 VERTICAL TURBINE PUMPS ................................ 14 I 5.15 PROTECTIVE COATINGS ................................... 14 5.16 MISCELLANEOUS ........................................ 15 I CHAPTER VI.- INSTALLATION OF WATER SYSTEM .......................... 15 6.1 PURPOSE ............................................... 15 6.2 TRENCHING ............................................ 15 I 6.3 PIPE PLACEMENT & MATERIAL HANDLING .................... 16 6.4 BORING AND CASING ..................................... 18 CHAPTER VII - TESTING AND DISINFECTION .............................. 19 I 7.1 PURPOSE ............................................... 19 7.2 HYDROSTATIC (LEAKAGE) TEST ............................. 19 i 7.3 DISINFECTION OF WATER LINES ............................. 19 Table II - HTH tablet method ................................... 23 Table III - Strong chlorine solution - hand pump method .................. 24 I Table IV - Estimate of time to fill mainline ........................... 25 7.4 BACTERIOLOGICAL TESTS ................................. 25 7.5 FIRE FLOW TEST ......................................... 25 I 7.6 COSTS FOR TESTING 25 APPENDIX ........................................................ 26 APPLICATION FOR WATER SERVICE I WATER AVAILABILITY FEES AGREEMENT MAINLINE EXTENSION AGREEMENT I DEPARTMENT FEE SCHEDULE CONTRACTOR CHECKLIST STANDARD DETAILS I Plate No. W-1 - Standard pipe trench Plate No. W-2 - Thrust block detail Plate No. W-3 - Fire hydrant assembly I Plate No. W-4 - Blowoff assembly - paved area Plate No. W-5 - End of line blowoff - unpaved area i Plate No. W-6 - Standard - blowoff assembly I ii I ! I Plate No. W-7 - Pipe bore & casing detail Plate No. W-8 - Standard service connection - 3/4" to 2" i Plate No. W-9 - 3", 4", & 6" water service detail Plate No. W-10 - 4" & larger turnout Plate No. W-11 - Typical meter box location I Plate No. W-12 - Valve box detail Plate No. W-13 - Canal crossing detail Plate No. W-14 - Concrete saddle detail I Plate No. W-15 - Safety fence detail Plate No. W-16 ~ Irrigation, fire service, and water service, requiring booster pump Plate No. W-17 - Alternate air-gap installation requirements I Plate No. W-18 - Typical fire service detail I I 1 I I I I I I I I 111 CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT DOMESTIC WATER DIVISION STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS I CHAPTER I - GENERAL 1.1 SCOPE: These Standards and Specifications establish the minimum acceptable standards of water supply, design criteria, materials, construction methods and testing for water mains and water systems within the City of Bakersfield Domestic Water Service area. 1.2 DEFINITIONS: The following words, terms or pronouns used in place of them, shall be understood to have the meaning as given in this Section 1.2. 1.2.1 Department: The Water Resources Department, Domestic Water Division. 1.2.2 Director: The Director of the Water Resources, Water Resources Department, City of Bakersfield. 1.2.3 Engineer: Civil Engineer registered in the State of California, employed by the Developer, who is responsible for the preparation and content of the Plans. 1.2.4 Inspector: The Inspector employed or contracted by the City of Bakersfield, Department of Water Resources, to perform inspection during construction. 1.2.5 Contractor: The person, firm or corporation constructing the water system improvements for the Developer. 1.3 ABBREVIATIONS: Whenever the following abbreviations are used they shall be understood to have the meaning as given in this Section 1.3: AISC American Institute of Steel Construction AISI American Iron & Steel Institute ANSI American National Standards Institute (formerly USASI, USAS, ASA) ASTM American Society for Testing and Materials AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute NEMA National Electrical Manufacturers Association Revision Date- October 15, 1998 PAGE - 1 - of Bakersfield City Standards & Specifications for Domestic Water Division SSPC Steel Structures Painting Council UBC Uniform Code Building CHAPTER II - PROCEDURES FOR SUBMISSION AND APPROVAL OF WATER SYSTEM PLANS 2.1 PURPOSE: The purpose of this chapter is to establish procedures for submittal, review, and approval of City of Bakersfield water system plans. 2.2 PROCEDURE FOR PLAN SUBMISSION AND APPROVAL: The following procedures, listed in order of normal occurrence, are required for approval of water system plans: 2.2.1 The Developer, or his duly authorized representative shall submit the tentative land subdivision map in accordance with the City of Bakersfield Land Division Ordinance and the State of California Subdivision Act. The will route of the tentative to Map Planning Department copies map the Water Resources Division and the Fire Department for placement of conditions on the map. 2.2.2 Commitment to Service: THIS SECTION INTENTIONALLY LEFT BLANK, RESERVED FOR LATER USE. 2.2.3 Submission of Plans: Water system plans shall be prepared under the direct supervision of a Civil Engineer licensed by the State of California, and in accordance with these Standards and Specifications, The Developer shall submit two (2) sets to the Department and two (2) sets to the City of Bakersfield Fire Department for review. 2.2.4 The Developer may obtain the services of the Department for preparation of water system plans. The cost of plan preparation by the Department shall be borne solely by the Developer and shall be a percentage of the estimated installation costs as determined by the Department. Current percentages, as a basis of plan preparation costs, have been included in the Appendix of these standards. Up to eight weeks may be required for preparation of plans. 2.2.5 Agreements with the Water Resources Division: Upon Department approval of water system plans, the Developer shall execute "Water Availability Fees Agreement" and "Mainline Extension Agreement". Generic forms of these have been included in the Appendix of agreements these Standards. Revision m,~- O~to~r ~5. ~998 PAGE - 2 - I ICity of Bakersfield Standards & Specifications for Domestic Water Division ! 2.2.6 Upon City approval of water system plans, the Developer shall retain original plans I and forward six (6) sets of bluelines to the Department. The cost estimate or bid proposal(s) must accompany the plans (prior to construction). The cost estimate or bid proposal(s) must contain bid item i quantities and must match quantities shown on approved water plans. A preconstruction meeting must take place between the contractor and the City's O & M I contractor, California Water Service Company. This meeting must take place prior to any domestic water facilities construction. I 2.2.8 Fees and Bonds: The Developer shall make payment of all required fees and provide bonds as required by the City of Bakersfield Public Works Department and the Domestic Water Division. All fees shall be paid prior to recordation of the final subdivision map. If no subdivision I is involved the fees shall be of construction. A minimum of 48 map paid prior to commencement hours prior to the start of construction, the Developer shall submit to the Department a copy of the i Engineer' s estimate or a copy of the lowest responsible bidder's proposal, and the name, address and telephone number of the party responsible for payment of inspection fees. Current fee schedules and bonding requirements may be obtained at the Department office. I 2.2.9 Insurance Requirements: Contractor must carry the following insurance: bodily injury and property damage liability insurance with limits of not less than One Million Dollars I ($1,000,000.00) occurrence, Two Million Dollars ($2,000,000.00) annual aggregate, insuring per California Water Service Company (CWS) against any and all liability for the death of or injury to any person and for the loss or damage to any property, respectively, which may arise by reason of acts I done or omitted to be done in the course of installation of the facilities or which may result from such installation, and further insuring CWS against all costs and expenses incurred by CWS in resisting any I claim which may be made against CWS for any such injury or damage to any persons or property. Each such policy (i) shall be issued by an insurance company approved by CWS, which is qualified to do and doing business in the State of California, (ii) shall name CWS as an additional insured, (iii) I shall specify that it acts as primary insurance and that other insurance or self-insurance maintained by CWS shall be excess only and not contributing with insurance provided by contractor, (iv) shall provide that the policy shall not be canceled or altered without thirty (30) days prior notice to CWS, I and (v) shall otherwise be in form to CWS. Each such certificate thereof shall satisfactory policy or a be delivered to CWS prior to start of any construction in connection with installation of the facilities. I An endorsement or certificate thereof to the workers' compensation insurance policy of contractor providing that the underwriter thereof waives all right of subrogation against CWS by reason I of any claim arising out of or connected with installation of the facilities shall be delivered to CWS I Revision Date- October 15, 1998 PAGE - 3 - City of Bakersfield Standards & Specifications for Domestic Water Division prior to construction. Said endorsement shall provide that it shall not be canceled or altered without thirty (30) days prior written notice to CWS. 2.2.10 Valid Contractor License Requirements: Contractor must provide CWS a photocopy of a valid license issued by the State of California for the construction of water supply mains and related facilities. Acceptable classifications will consist of either an "A" license (General Engineering Contractor) or a "C-34" (Pipeline Contractor). 2.3 PLAN FORMAT AND REQUIREMENTS: Water system plans shall be prepared in accordance with the following format. 2.3.1 Plan sheet size shall be 22" x 34" or 24" x 36". Lettering shall be a minimum of 1/8 inch in height. A disk containing the construction drawing must be included in AutoCad format. 2.3.2 Plans shall be signed and sealed by a registered Civil Engineer licensed by the State of California. 2.3.3 The first plan sheet or cover sheet shall contain a vicinity map, standard legend, a material take-off list, a signature block for the Water Superintendent, City of Bakersfield, Domestic Water Division, and shall contain the note that California Water Service Company, as agent for inspection to the City shall be notified at least 24 hours prior to the start of construction. Note: Prior to construction, a preconstruction meeting with the contractor(s) and CWS must take place. 2.3.4 Scale for standard subdivision design shall not be less than 1 inch equal to 60 feet. Scale for mainline extension plans shall not be less than I inch equal to 100 feet. 2.3.5 Plans shall show the proposed locations and existing locations of water mains, fire hydrants, water services, blowoffs, air valves and any other facility appurtenant to the construction of the water system. Water main locations shall be referenced to the property line. The standard location shall be 2' outside the property line towards the centerline of the street. Alternate locations will be allowed upon approval of the Department. Curb and gutter flowlines shall be shown for reference. Ail lot numbers shall be included. Locations of utilities be shown with existing shall on the plans any possible conflicts shown. All facilities referred to in this section must be constructed within the public utility easement (PUE) and not on private property without prior issuance of easement(s) and approval of the City of Bakersfield. Revision t>a~c- O~to~r ~5. ~998 PAGE - 4 - I ICity of Bakersfield Standards & Specifications for Domestic Water Division I 2.3.6 Plan view designs are acceptable for tracts or roadways where grade is specifically Idesigned or established. Mainline extensions shall be prepared on a plan-profile basis when grade of adjacent roadways and alignments is unknown. I CHAPTER III - WATER SUPPLY REQUIREMENTS I 3.1 PURPOSE: The purpose of this chapter is to establish the minimum acceptable flow, storage and pressure requirements for City of Bakersfield Water Systems. I 3.2 DOMESTIC FLOW: i Average Daily Use: 185 gallons per capita per day (GPD) I Maximum Daily Use: 333 gallons per capita per day (GPD) I Peak Hour Use: 666 gallons per capita per day (GPD) I I 3.3 RESIDENTIAL AREAS: Each single-family R-I shall be considered equal to 3.5 persons. 3.3.1 Multiple Family Residential: Flow requirements for Medium to High density I residential areas such as an apartment, duplex, or triplex, shall be considered equal to 1.75 persons per dwelling unit. I 3.4 COMMERCIAL AND INDUSTRIAL: Flow requirements for Commercial and Industrial shall be considered equal to 5, R-I residences per acre. This does not include special equipment i requirements such as cooling towers. 3.4.1 The Department reserves the right to modify the above criteria for Industrial and I Commercial, as special circumstances may warrant. 3.5 PARKS: Flow requirements for Parks and other Landscaped areas shall be considered equal to I 2, R-1 residences per acre. R~i,~o. ~t~- O~to~r ~. ~ PAGE - 5 - ! I ICity of Bakersfield Standards & Specifications for Domestic Water Division I 3.6 GENERAL FIRE FLOW REQUIREMENTS: I Residential R-l: 1000 gpm for 2 hours I Residential R-2 to R-4: 2000 gpm for 2 hours I Commercial C-l: 2000 to 3500 gpm for 2 hours Industrial M-1: 3000 to 4000 gpm for 2 hours I 3.6.1 The Department, in cooperation with the City of Bakersfield Fire Department, will provide the exact value of fire flow for specific commercial and industrial developments. ! 3.7 PIPE PRESSURE: Water distribution systems shall be designed to maintain normal operating I pressures of not less than 20 pounds per square inch gauge (psig) under peak demand conditions listed in Section 3.8 of these Specifications. Pipe pressure shall not exceed 150 psig under any demand condition. I 3.8 TOTAL FLOW REQUIREMENT: The Developer shall submit calculations prepared by a registered Civil Engineer to substantiate pressure, storage, and flow requirements have been met for I the scenarios. following i 3.8.1 The Maximum Daily Use shall be maintained for a period of three (3) days. 3.8.2 The Peak Hour Demand shall be maintained for two (2) hours. I 3.8.3 The sum of one-half (1/2) of the Peak Hour Demand and the required Fire Flow or the Peak Hour Demand, whichever is greater, with the most critical well or pump inoperative, shall be Imaintained for a period of two (2) hours. Fire Flow shall be extracted at the most critical hydrant location. I CHAPTER IV - MISCELLANEOUS DESIGN CRITERIA I4.1 LOCATION OF PIPE: Except at street crossings, water mains shall be located behind the sidewalk in accordance with Department Standard W-1. A minimum of 30" of cover shall be maintained from top of pipe to finished grade for pipes 12 inches and less in diameter, and a minimum I Revision Date- October 15. 1998 PAGE - 6 - I I ICity of Bakersfield Standards & Specifications for Domestic Water Division I of 36 inches of cover shall be maintained for pipes larger than 12 inches in diameter. In street I crossings, "finished grade" shall be gutter flowline grade. 4.2 FIRE HYDRANTS: Location and number of Fire Hydrants will be determined by the Fire I Department. In general, the following criteria for placement of Fire Hydrants will be followed. I 4.2.1 Spacing of Fire Hydrants in Residential areas shall be a maximum of 660 feet. Whenever practical hydrants will be placed at intersections. I 4.2.2 Spacing of Fire Hydrants in Commercial and Industrial areas shall not exceed 330 feet. 4.2.3 The last Fire Hydrant on a cul-de-sac or stub street shall not be more than one half the I maximum allowable spacing from the end of the street. 4.2.4 Fire Hydrant location on Major Collectors and Arterials within residential areas shall I be as needed. I 4.3 VALVE LOCATION: Valves shall be located such that tees and crosses may be isolated. Valves shall not be allowed in curb and gutter nor in streets. Valves shall have locking covers in accordance with the Standard Details. I 4.3.1 Valve Spacing: Notwithstanding the aforementioned criteria, valve spacing shall not iexceed 500 feet in residential blocks. Additional valves may be required as deemed necessary. 4.4 AIR AND VACUUM RELEASE VALVES: Automatic combination air release valves shall I be installed at any location where air pockets may form. Barricades for air release valves shall be installed where considered necessary by the Department. Typically, air release valves will not be required where air pockets can be manually exhausted by water services or fire hydrants. Long main I line extensions with high points will require air release valves. 4.5 BLOWOFFS: "Blowoffs" or "Flushouts" shall be installed at the end of dead-end mains I terminating street paving, and at low points where the slope of the line or flow velocity may within cause sediment to settle. I 4.6 WHARF HYDRANTS: Wharf Hydrants shall be installed at the terminus of mains which dead-end in non-paved areas, and future extension of the main line is probable. I Revision Date- October 15. 1998 PAGE - 7 - I I City of Bakersfield Standards & Specifications for Domestic Water Division 4.7 PIPE DIAMETER: Minimum pipe diameter for water mains shall be 6 inches nominal inside diameter for cul-de-sac mains which cannot be extended, and 8 inches for interior tract typical grid design. Installation of fire hydrants will only be permitted on mainlines of 8 inches, or larger in size. 4.7.1 Typically 12 inch mains will be required at half-section lines and 16 inch mains at section lines. Main line sizing may require hydraulic analysis to justify sizing. 4.8 CONNECTIONS: A minimum of two (2) separate water line connection points, to form a looped system, shall be required of each subdivision development. 4.8.1 Additional water line connections may be required for larger development or due to special conditions, as determined by thc Department. 4.9 CLEARANCE FROM SEWERS: In accordance with State of California Department of Health Services, horizontal separation of water mains from sewer shall be a minimum of 10 feet. 4.9.1 In accordance with State of California, Department of Health Services, water mains, when crossing sewer mains or service laterals, shall maintain a minimum of one foot of vertical clearance above the sewer pipe, except when special construction procedures as described in the following Sections 4.9.2 and 4.9.3 herein have been provided. 4.9.2 If a water main crosses below a sewer main or sewer service lateral, the sewer main shall be encased in hot-dipped, bituminous-coated Class 150 cast iron pipe with approved mechanical or flanged joints. The encasement shall extend a sufficient distance on each side of the water main to provide a minimum of 10 feet of horizontal clearance to the water main. When a water mainline crosses above or below a sewer main, no water mainline fittings will be permitted within ten feet (10') of said crossing. 4.9.3 If a water main crosses above, but within one foot of a sewer main or sewer service lateral, the sewer main shall be encased as described in Section 4.9.2, except that the encasement shall only be required to extend a sufficient distance to provide 4 feet of horizontal clearance to the water main. 4.10 SERVICE PIPE SIZE: Service pipe size shall be determined for each service connection. Revision Date- October 15. 1998 PAGE - 8 - I City of Bakersfield Standards & Specifications for Domestic Water Division 4.10.1 Residential service pipes shall be a minimum of ~A inch copper tubing for short services and 1" (one inch) iron-pipe-size P. E. tubing for long services. Actual size of service shall be determined by the total flow requirement. All short services shall be copper. 4.10.2 services other than residential calculations of water services demands to Any requires determine size. Minimum size shall be 1" (one inch) ips. 4.10.2.1 For any classification of services, other than residential, the domestic, landscaping and fire protection services shall be separate connections to City water system mains. 4.11 THRUST DEVICES: Concrete thrust blocks shall be installed on all plugs, caps, fittings, and all bends of more than 5 degrees deflection in any plane. Thrust blocks for all typical situations shall be installed in accordance with the Standard Details. 4.11.1 Unusual situations will require submittal and approval of supporting calculations by a registered civil engineer. Thrust blocks shall be designed for a minimum static pressure of 200 PSI. Allowable soil bearing pressure shall be determined by a soils engineer. 4.12 FIRE PROTECTION SERVICE: Except as provided under Sections 4.12.1 and 4.12.2 below, water supplies to fire protection systems, including but not limited to standpipes and automatic sprinkler systems, shall be protected from back-pressure and back-siphonage by one of the following testable devices: 1) Double check valve assembly 2) Double check detector assembly 3) reduced pressure principle backflow preventer 4) Reduced pressure principle detector assembly. 4.12.1 Where fire protection systems supplied from a potable water system include a fire department (siamese) connection which is located less than seventeen hundred (1700) feet from a non- potable water source that could be used by the fire department as a secondary water supply, the potable water supply shall be protected by one of the following: 1) Reduced pressure principle backflow preventer 2) Reduced pressure principle detector assembly. Note: Non-potable water sources include fire department vehicles carrying water of questionable quality or water that is treated with antifreeze, or extinguishing agents. corrosion inhibitors, 4.12.2 Where antifreeze, corrosion inhibitors, or other chemicals are added to a fire protection systems, the potable water system shall be protected by one of the following: 1) Reduced pressure principle backflow preventer 2) Reduced pressure principle detector assembly Revision Dale- October 15. 1998 PAGE - 9 - I ! ICity of Bakersfield Standards & Specifications for Domestic Water Division ! 4.12.3 Whenever a backflow device is installed in thc potable water supply to a fire protection Isystem, the hydraulic design of the system shall account for the pressure drop through the backflow device. I CHAPTER V - MATERIALS I 5.1 PURPOSE: This chapter establishes minimum acceptable standards and criteria for materials to be used in construction of City of Bakersfield Water Systems. I 5.2 QUALITY OF MATERIALS: All material incorporated into the work shall be new and shall conform to these Standards and Specifications. No material shall be incorporated into the work until it has been approved by the Inspector. Any rejected material shall be immediately removed I from the site. 5.2.1 Certificate of Compliance: A certificate of compliance shall be furnished prior to the use of any materials or equipment. The certificate shall be signed by the manufacturer of the materials or equipment. A certificate of compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate. 5.3 POLYVINYL CHLORIDE PIPE (PVC): PVC pipe shall be manufactured for use in water systems and shall be designated as Class 150 (DR18) or Class 200 (DR14), and shall comply with AWWA C900 Specifications for 12" and less, and AWWA C905 for pipe 14" to 36" in diameter. Outside diameter of PVC pipe shall be equivalent to cast-iron pipe. 5.3.1 PVC Joints: PVC pipe shall have elastomeric gasket joints, either gasket bell and spigot type or plain end with gasket coupling type. 5.3.2 Fittings: Specials and fittings shall be ductile-iron conforming to AWWA Specification Class that shall have all bell connections of standard AWWA dimensions C100, D, except fitting or special dimensions as required, or fittings shall be equipped with adapters of the proper class for the size of pipe, as recommended by the pipe manufacturer, or equal. Protective coating shall be in accordance with Section 5.15 of these Specifications. I 5.4 MOLECULARLY ORIENTED POLYVINYL CHLORIDE PRESSURE PIPE: Molecularly oriented polyvinyl chloride pressure pipe shall conform t~ AWWA Specification C909, Class 150, except as otherwise approved by the Department. Evidence that pipe has been tested as specified by I AWWA Specification C909 shall be submitted to the Inspector if requested. Revision Date- October 15. 1998 PAGE - 10 - I City of Bakersfield Standards & Specifications for Domestic Water Division 5.4.1 Fittings: Specials and fittings shall be ductile-iron as specified in Section 5.3.2 of these Specifications. 5.5 STEEL PIPE: Steel pipe shall be black steel conforming to AWWA Specification C-202, and minimum wall thickness the of General Order No. 103 of the Public shall have a equal to requirements Utilities Commission, State of California. 5.5.1 Temporary Pipe: Temporary transmission steel pipe shall be double dipped with asphalt and wrapped with asbestos felt or fiberglass in conformance with Appendix B of said General Order No. 103. 5.5.2 Permanent Pipe: Permanent transmission steel pipe shall be lined and coated in accordance with Section 5.15 of these Specifications. 5.5.3 Small size pipe for blow-offs or similar uses shall be brass. 5.5.4 Steel Pipe Joints: Fittings and special fabrication, "specials", for pipes 4 inches and larger in diameter shall be of the same material and thickness as the pipe. "Specials" and fittings shall ' be made of standard steel tube turns with ends to accommodate the type of coupling specified for the pipe. Fittings shall be lined, coated and wrapped as specified for the pipe. "Specials" and fittings that cannot be mechanically lined, coated and wrapped, shall be lined, coated and wrapped by hand, using the same materials as specified for the pipe, with the same number of applications or each material, carefully and smoothly applied. Cast-iron fittings conforming to these specifications may be used with fittings or adapters. transition 5.5.5 Welded Fittings: Steel welded fittings shall conform to the requirements of ASTM Designation A-234. 5.5.6 Flanges: Steel pipe flanges shall conform to the requirements of AWWA Specification -207. 5.5.7 Bolts: Material for bolts shall conform to the requirements for open hearth, free cutting grade bar steel, ASTM Designation A-107. Bolts shall have a minimum tensile strength of 60,000 psi. Bolt heads shall be either square or hexagon and nuts shall be cold pressured semi-finished hexagon. Revision Date- October 15, 1998 PAGE - 11 - I City of Bakersfield Standards & Specifications for Domestic Water Division 5.5.8 Gaskets: Flanged joints shall be provided with 1/16th-inch thick gaskets, Cranite, or equal. 5.5.9 Victaulic Couplings: When Victaulic couplings are indicated on the drawings, Style 77 Dresser Victaulic couplings, or an approved equal, shall be furnished. The victaulic coupling shall be designed for 150 psi, working pressure. 5.5.10 Sleeve-Type Couplings: Sleeve-type couplings shall be Style 38 Dresser or Smith-Blair adapter couplings or approved equal, and shall be of steel with steel bolts, without centering ring. The middle ring shall be not less than 1/4 inch in thickness. 5.6 VALVES: All valves shall be cast-iron body, bronze mounted, solid bronze internal working parts with non-rising stems, and shall be opened by turning counter-clockwise. Bronze shall be Grade 1 and shall conform to ASTM-B-62 (85-5-5-5) bronze (85 % copper, 5 % zinc, 5 % lead, and 5 % tin). Valves shall be designed for a minimum working pressure of 150 psi. Valves 2 inches and larger shall conform to the requirements of AWWA C500, except as otherwise provided in these Specifications. Valves smaller than 2 inches shall conform to the requirements of Federal Specification WW-V-54. 5.6.1 Tests: Each valve shall have the Manufacturer's initials, pressure rating, and year of manufacture cast in the body. Valves shall be tested at the factory at a hydraulic pressure equal to twice the specified water working pressure. Factory test results shall be supplied to the Department upon request. 5.6.2 All valve bodies and cast-iron of the and extensions shall Coating: portions housings be coated in accordance with Section 5.15 of these Specifications. 5.6.3 Gate Valves: Gate valves shall be double-disc, parallel faced and shall have a clear waterway equal to the full nominal diameter of the pipe. Resilient sealed gate valves in accordance with AWWA C509, are approved for use by the Department. 5.6.4 Butterfly Valves: Butterfly valves shall be rubber-seated and shall comply with AWWA C-504, Class 150-B gear operated unless otherwise approved by the Department. The disc shall be cast iron ASTM A-126 Class B or ASTM A-48 Class 4.0 in sizes 24" and smaller or ductile iron in conformance with ASTM A-536 for 30" and larger, and shall rotate 90 degrees between the fully open and fully closed positions. Buna-N Rubber seats shall be securely held in-place by nickel cast-iron or type 316 stainless steel retaining segments, or shall be bonded to the body and meet test procedures outlined in ASTM D-429 Method B. ,ev~sio, Da,e- O~tot~r ~. ~99S PAGE - 12 - I I City of Bakersfield Standards & Specifications for Domestic Water Division 5.6.5 Air and Vacuum Release Valves: Air and vacuum relief valves shall be equal to No. 31 automatic diaphragm valve as manufactured by CLA-VAL Co., Newport Beach, California. 5.7 VALVE BOXES: Valve boxes in sidewalks, parkways, and other areas shall consist of a cast iron valve box and riser and iron in accordance with the Standard Details. The a cast locking cover cast-iron covers shall be hot-dipped asphalt-coated and shall have the word "WATER" cast in the top. In any areas subject to traffic, a Class "B" concrete pad shall be poured around the riser in accordance with the Standard Details. 5.8 WATER SERVICE PIPE AND TUBING: Residential water service pipe shall be copper water tubing, copper water pipe, or polyethylene plastic tubing in accordance with the Standard Details and the following specifications: 5.8.1 Copper Water Tubing: Copper water tubing shall comply with ASTM B88-58, Type "K". 5.8.2 Copper Pipe: Copper pipe shall be seamless copper conforming to ASTM B42-58. 5.8.3 Polyethylene Plastic Tubing: Polyethylene plastic tubing shall comply with ASTM D2239-67-PE 3306 - Type II - grade 3 (flarable). 5.8.4 Water service pipe for services larger than 2 inches shall comply with the requirement of P.V.C. herein. as specified 5.9 CORPORATION STOPS: All corporation stops shall be bronze or brass, round, with inlet for either corporation stop (C.S.) thread for PVC or ductile-iron pipe, or iron pipe standard (I.P.S.) thread for steel pipe, and outlet for the type of service pipe used. 5.10 METER STOPS: All meter stops shall be bronze or brass, with inlet for the type of service pipe used, and outlet for the type of service pipe or meter coupling used. 5.11 FIRE HYDRANTS: Fire hydrants shall be purchased directly from the City of Bakersfield Fire Department. Fire hydrants shall be Mueller Company No. A-24009 complete with proper bury length, except fire hydrants shall be Jones Company J-344 where Angle Fire Plugs have been indicated. Hose threads shall be National Standard Hose Threads. ,~,,i~o. Date- O~to~r ~5. ~99S PAGE - 13 - I ICity of Bakersfield Standards & Specifications for Domestic Water Division I 5.12 PORTLAND CEMENT CONCRETE: Portland Cement Concrete shall be Class "B" and I shall contain a minimum of 5 sacks (470 pounds) of cement per cubic yard. Concrete shall have a minimum compressive strength of 3,000 psi at 28 days. I 5.12.1 Materials for concrete shall be Portland Cement conforming to ASTM Specifications for Type I or Type II, well graded, sound, non-reactive aggregate, and clean water. I 5.13 STORAGE FACILITIES: Storage facilities shall be considered a special design feature and shall be reviewed in light of special requirements. I 5.14 VERTICAL TURBINE PUMPS: Vertical turbine pumps shall be considered a special design feature and shall be reviewed in light of special requirements. I 5.15 PROTECTIVE COATINGS: All valves, flanges, bolts, fittings and piping for installation shall be shop coated and field repaired as necessary prior to backfilling in conformance with the I following schedule: I 1. Exterior Surfaces of Buried Coal Tar Epoxy or AWWA C 205 steel pipe to a point 4 Cement Mortar inches above finish grade. I 2. Interior Surfaces of Steel Coal Tar Epoxy or AWWA C 205 Pipe. Fusion Epoxy I 3. All exposed ferrous metal Red primer 2 coats i surfaces. 3 mils 4. Buried valves, couplings Coal Tar Enamel 2 coats I and other surfaces not 16 mils otherwise designated to be cement mortar coated. I All surfaces to be painted or coated shall be properly cleaned with approved equipment before application of coating materials. The removal of oil or grease shall be accomplished with I suitable solvents before mechanical cleaning is started. Any grit or dust remaining on the surface from the cleaning operations shall be removed before coating materials are applied. I Revision Date- October 15, 1998 PAGE - 14 - I I City of Bakersfield Standards & Specifications for Domestic Water Division 5.16 MISCELLANEOUS: Materials or equipment not included in these Specifications shall be in accordance with the Standard Details. 5.16.1 Special equipment or materials not included in the Specifications or Standard Details shall be submitted to the for review and Department approval. CHAPTER VI - INSTALLATION OF WATER SYSTEM 6.1 PURPOSE: This section establishes the minimum acceptable standards for installation and construction of City of Bakersfield Water Improvements, including trenching, construction and installation. All facilities to be installed on the City of Bakersfield domestic water system must be installed by a contractor approved by the City and no part of the work may be sublet without the approval of the City. Contractor must have a current and valid license issued by the State of California for the construction of water supply mains and related facilities. Acceptable classifications will consist of either an "A" license (General Engineering Contractor) or a "C-34" license (Pipeline Contractor). 6.2 TRENCHING: The minimum width of trench shall be the outside diameter of the pipe plus 12 inches. A minimum of 6 inches of clearance shall be provided from the outside face of the pipe to the trench wall. Excessive trench widths than 16 inches than the outside diameter shall greater pipe more be avoided whenever possible. 6.2.1 Pipe Depth: For water mains and services 12 inches and less in inside diameter, a minimum of 30 inches of cover from top of pipe to finished grade, or for pipe located within streets, a minimum of 30 inches of cover from top of pipe to gutter flowline, shall be maintained. For water mains larger than 12 inches in diameter, 36 inches of cover shall be maintained, measured for the various pipe locations as defined in this Section. 6.2.2 When water mains cross roadways that have not been constructed to full ultimate width, adequate trench depth shall be provided such that minimum cover requirements as stated are satisfied when the roadway is constructed to its ultimate width. 6.2.3 Trench Bottom: The bottom of trench shall be excavated to the established grade line of the pipe and shall be smooth, even and flat for the entire width of trench. At each joint of pipe the bottom of the trench shall be recessed in such a manner as to believe the pipe ball or coupling of all load and to ensure continuous bearing along the pipe barrel. Revisio, Date- O~to~ ~S. ~998 PAGE - 15 - City of Bakersfield Standards & Specifications for Domestic Water Division Where excavation encounters boulders, rock, hardpan, or other hard or unyielding material, the trench shall be excavated a minimum of 6 inches below the established grade, and backfilled to proper grade with material acceptable to the Department. Backfill material shall be compacted to 90 % of relative compaction. Where excavation encounters soft, unstable, or excessively wet material, such material shall be removed to a depth as directed by the Engineer, and replaced with material acceptable to the Department. 6.2.4 Nuisance Water: Pipe trench and any other excavation shall be kept entirely free of water until all pipe has been placed and approved. Water shall be disposed in such a manner as to not cause injury to public or private property, nor create a public nuisance. 6.2.5 Backfill: Backfill shall be initially placed and compacted from the pipe bed or foundation to the "springline" of the pipe. Backfill shall be sufficiently rodded or hand-tamped to ensure required compaction is obtained on all sides of the pipe. Subsequent backfill shall be placed in layers not exceeding 6 inches in compacted thickness, and shall be compacted by approved method so as to not cause injury or disturbance of the pipe. Flooding of trenches may be permitted by the Department provided foundation and backfill material is sufficiently granular and open graded in nature such that required compaction may be obtained. Backfill material shall be free of all trash, debris, rocks larger than 3/4" in any dimension, organic or other deleterious material. Compaction shall be obtained in accordance with the Standard Details. Maximum density and optimum moisture shall be determined in accordance with ASTM D-1557. Costs of compaction testing shall be borne by the Developer and shall be performed by a company or individual properly licensed to perform such work. 6.2.6 Trench Safety: Excavations shall be supported in conformance with the rules, orders, and regulations of the Industrial Accident Commission and the Public Utilities Commission of the State of California. 6.3 PIPE PLACEMENT & MATERIAL HANDLING: All pipe and pipe material shall be handled, stored, laid, blocked and joined in accordance with the Manufacturer's recommendations except as otherwise provided in the Standard Details and these Specifications. Revisio, Date- Oc,ot~r XS. ~8 PAGE - 16 - I I ICity of Bakersfield Standards & Specifications for Domestic Water Division ! 6.3.1 Every precaution shall be taken to prevent foreign material from entering the pipe I during installation. All open ends of pipe shall be properly covered at the end of each day to prevent the entry of foreign matter, animals or children. No tools, rags, or other equipment shall be placed in the pipe during installation. I 6.3.2 Handling: Hoisting of pipe by mechanical means shall require use of a cloth belt or i continuous fiber rope that does not scratch the pipe surface. Pipe shall be carefully lowered into trench such that pipe bedding or foundation will I not be disturbed and pipe will not be injured. Any pipe that is marred, cracked, or scratched forming a clear depression shall be rejected. 6.3.3 Ductile Iron Fittings: Ductile iron fittings shall be lowered into trench by mechanical means. Ductile iron fittings shall be rung with a light hammer while suspended to detect cracks, and shall be inspected for scratches of the surface coating and other defects. I Any material rejected shall be promptly removed from the site and shall be replaced I with suitable material. When the seal between the pipe and the bell end of the fitting is made with a rigid I jointing material, the length of the pipe shall not exceed 3 feet, 3 inches for pipe 6 inches and less in ~· inside diameter. When pipe is 9 inches and more in diameter, the length of the pipe shall not exceed 6 feet, 6 inches. When a rubber ring-type cast-iron fitting is used to make the joint, lengths of pipe up to I 13 feet be used for bells of may entering fittings. i 6.3.4 Storage: PVC pipe shall not be stacked higher than 4 feet nor stacked with weight on the bells. If PVC pipe is stored for prolonged periods it shall be protected from ultraviolet light by covering. I 6.3.5 P.V.C. Pipe and Molecularly Oriented PVC Pipe Installation: The Manufacturer's recommendations shall be strictly adhered to except as otherwise provided herein. I The bell and spigot shall be thoroughly wiped clean just prior to coupling. The rubber gasket shall be inserted, and the spigot end shall be lubricated just prior to joining pipes. The rubber I ring gasket shall be checked for proper placement with a feeler gage after joining pipe. Revision Dam- October 15, 1998 PAGE - 17 - I City of Bakersfield Standards & Specifications for Domestic Water Division 6.3.7 Setting Valves and Valve Boxes: Valves shall be set truly plumb with valve boxes directly over the wrench nut of the valve. The valve box shall not transmit shock or stress to the valve. After being correctly positioned for line and grade, earth fill shall be carefully tamped around the valve box. 6.3.8 Setting Air and Vacuum Relief Valve Installations: The gate valve immediately below the relief valve shall be set to the grade indicated on the drawings or approved by the Engineer. Sufficient clearance shall be provided below the valve for the installation of a concrete pad to support a protective enclosure. 6.3.9 Setting Hydrants and Angle Fire Plugs: All hydrants shall stand plumb and shall have their nozzles parallel with or at right angles to the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade except that where not shown, nozzles shall be at least 18 inches above ground. Unless otherwise noted on the drawings or directed, each hydrant shall be connected to the main with a 6 inch branch line controlled by an independent 6 inch gate valve. The bowl of each hydrant shall be well braced against undisturbed earth at the end of the trench with concrete backing. Each angle fire plug shall be connected to the main with a 4 inch branch line, controlled by independent 4 inch valve, fire shall be set with the 2-i/2 inch outlet an gate Angle plug facing the curb and shall be set to established grade except, that where not shown, nozzle shall be at least 18 inches above ground. 6.3.10 Concrete Thrust Blocks: Concrete thrust blocks shall be installed according to the Standard Details and shall be poured between undisturbed ground and the fitting to be anchored. The concrete shall be placed such that the pipe, valves, and fittings will be accessible for repairs. 6.4 BORING: All crossings requiring a pipe bore shall be cased and comply fully with the requirements set by Plate No. 7 in these specification. All pipe sizes two inches (2") and larger shall require boring and casing. I Revision Date- October 15. 1998 PAGE - 18 - I I City of Bakersfield Standards & Specifications for Domestic Water Division I CHAPTER VII - TESTING AND DISINFECTION i 7.1 PURPOSE: This Chapter outlines disinfection and testing required for City of Bakersfield acceptance of newly constructed water systems. 7.2 HYDROSTATIC (LEAKAGE) TEST: After completion of the pipeline installation, the line shall be tested under the hydrostatic pressure test of 150 psi for a period of not less than 4 hours for each section of pipe tested. The pressure shall be maintained by restoring the test pressure whenever it falls an amount of 25 psi. At the conclusion of the 4 hours, the test pressure be restored and all Shall water used during the tests shall be accurately measured to determine the actual leakage. 7.2.1 The Developer or Developer's Contractor shall provide suitable calibrated tanks for measurement of leakage and shall furnish necessary bulkheads, piping, pumps, power, labor, and shall perform all work required for filling the pipeline and for maintaining the required water pressure. The Department or Inspector will provide calibrated gages and will make necessary readings. 7.2.2 The Developer, at his own shall make all repairs of the water system expense necessary until the pipe is found to be satisfactory. 7.2.3 Allowable Leakage Rate: Regardless of the rate of leakage, a detectable leakage point source shall be fixed. The following are maximum acceptable leakage rates for A.C. and P.V.C. pipe over a 24 hour period. P.V.C. and Moleculary Oriented P.V.C. Pipe: Maximum acceptable leakage rate is 10 gallons per day per inch pipe diameter per mile of pipe over a 24 hour period. 7.3 DISINFECTION OF WATER LINES: Note - The disposal of all chlorinated water from the in this section shall be the Contractor's The Contractor generated procedures responsibility. shall meet all local agency's requirements and dispose of all chlorinated water in a safe and lawful matter. If dechlorination of the water is required, then the chlorinated water that is discharged to an open stream or storm drain shall be dechlorinated by water industry accepted methods. The dechlorinated water will be tested for chlorine residual to verify that no detectable amount of free chlorine is present. This testing will take place from the onset of discharging the water and at frequent intervals throughout the dewatering of the pipe. Revision Date- October 15. 1998 PAGE - 19 - I ICity of Bakersfield Standards & Specifications for Domestic Water Division I 7.3.1 Connection to Existing System: The water system under construction shall remain I separate from the existing City domestic water system. Final "tie-ins" may only be connected after completion of disinfection procedures and acceptance of bacteriological test(s). After acceptance by City or its authorized representative, the Contractor shall make the final tie-in(s), connecting the new I mains to the existing system. The Contractor must adjust from nominal line and grade to match existing facilities. The purpose of this procedure is to eliminate the strong chlorine solution used in the I disinfection process and/or bacteria entering the City's existing domestic water system. 7.3.2 General Instructions: I 1. After hydrostatic testing has been completed, the entire newly constructed water system including pipe, valves, fittings, hydrants, and other accessories shall be disinfected in I accordance with AWWA C-601 and herein. Precautions shall be taken to specified as prevent soiling of pipe, fittings and other materials. Pipe and fittings shall be stored so as not to accumulate mud or i water, and other material shall be stored in a clean, dry location. Particular care shall be taken to keep rubber gaskets and pipe ends clean. I 2. All pipe shall be clean before lowering the pipe into the trench. 3. When the main is left unattended, even for a short time, the ends shall be plugged I to prevent the entrance of foreign material or small animals. 4. Apply chlorine, using one of the methods described under "Chlorine Application I Methods". I 5. Isolate the main by closing valves and allow heavily chlorinated water to stand therein for a contact period of at least twenty-four hours. I 6. At the end of the contact period, flush the main thoroughly. The test for chlorine should show no more chlorine in the water leaving the main than in the water entering the main. I 7. The City's representative will collect a sample for bacteriological examination and send it to the laboratory. The sample should be taken from a service located near the end of the i chlorinated section or from the sampling device. 8. If bacteriological tests are positive, the action to take will be noted on the laboratory I report. Prompt attention to these orders is essential. Revision r~ate - Ooo~r ~5. ~998 PAGE - 20 - I I City of Bakersfield Standards & Specifications for Domestic Water Division 7.3.3 Chlorine Application Methods: Method No. 1 - H.T.H. Tablet Method: This method is preferred for short jobs and for small diameter pipe of any kind. It cannot be used where trench water has entered the main. The main cannot be flushed prior to disinfection, so the method requires that the pipe be kept clean during laying. Using Permatex No. I as an adhesive, fasten the required number of tablets (see Table II) to the top of each length of pipe. Tubes of Permatex may be purchased locally at any auto parts store, the tablets may be fastened to the pipe before it is placed in the trench provided the top of the pipe is marked to avoid the possibility that the pipe may be rotated. In addition to the tablets, 10 of H.T.H. at the end of place ounces granules upstream the first length of pipe into which water will flow. This will insure that heavily chlorinated water flows into crevasses caused by couplings and valves. For long runs, this should be repeated about every 500 feet. When using "Dresser" or similar couplings, place additional H.T.H. granules in the annular space between the coupling and the pipe. Fill the pipe very slowly and proceed as outlined under the "General Instructions". Method No. 2 - Liquid Bleach or H.T.H. Solution with Hand Pump: This method is general in scope and must be used when it is necessary to re-chlorinate an existing main. It may also be used on new mains, in which case place 10 ounces of H.T.H. granules at eh upstream end of the first length of pipe into which water will flow, and every 500 feet thereafter. This method consists of pumping a strong chlorine solution into water which is being used to fill the water main. Equipment required includes an ordinary hand test pump, solution hose, and a five gallon or larger container to hold the strong chlorine solution. A Gould Hydraulic Test Pump is satisfactory. A compact and convenient assembly can be made by mounting the solution container and the pump on a suitable board with a pipe connection from the container to the suction side of the pump. The strong chlorine solution can be made by mixing liquid Chlorine bleach (sodium hypochlorite) or H.T.H. granules (calcium hypochlorite) in a five-gallon or larger container in the proportions shown in Table III. Liquid chlorine bleach is available in grocery stores as laundry bleach (Clorox, Purex, etc.) with a chlorine concentration of 5%. It is also available as high strength solution (for commercial laundries or swimming pool) with a chlorine concentration of approximately 12%. H.T.H. comes as Revision Dale- October 15, 1998 PAGE - 21 - City of Bakersfield Standards & Specifications for Domestic Water Division granules which must be dissolved in water. Strong chlorine solutions should be handled with care. The solutions are dangerous to the eyes, irritating to the skin, and will damage shoes and clothes. 7.3.4 Procedure: 1. Choose a suitable filling rate and determine the time required to fill the water main from Table IV. 2. Compute the gallons of strong chlorine solution required by dividing 3 into the time required to fill the water main. 3. Use Table III to determine the strength of chlorine solution required. 4. Connect pump to water main to be disinfected. Use a corporation cock for this purpose and make connection at, or ahead of, the inlet end of the water main to be disinfected. 5. After flushing the line thoroughly, adjust the filling rate by measuring the time required to fill a five-gallon or other suitable container. 6. Pump strong chlorine solution into the line at a rate of one-gallon of strong solution per three minutes. 7. Continue pumping until a chlorine residual test on a sample taken from the end of the main disinfected shows least 25 chlorine. discharge water being at p.p.m. 8. Then close filling valve or blow-off and stop pumping chlorine solution. Disconnect and flush pump thoroughly with fresh water. I 9. During the disinfection process, all valves and other appurtenances shall be operated while the system is filled with heavily chlorinated water. Refer to "General Instructions" for the steps on flushing and sampling new water mains. I Special Note for Tapping Sleeves - Before a tapping sleeve is installed, the inside surface of the tapping sleeve must be heavily dusted with H.T.H. granules or swabbed with grocery store liquid bleach. Revision Date- October 15, 1998 PAGE - 22 - I City of Bakersfield Standards & Specifications for Domestic Water Division TABLE II H.T.H. TABLET METHOD NO. 1 OF MAIN CHLORINATION DIAMETER OF PIPE LENGTH OF SECTION 2" 4" 6" 8" 10" 12" NUMBER OF TABLETS REQUIRED 13' or less I I 2 2 3 5 18' I 1 2 3 5 6 20' 1 1 2 3 5 7 30' 1 2 3 5 7 10 40' 1 2 4 6 9 14 Revision Date- October 15, 1998 PAGE - 23 - City of Bakersfield Standards & Specifications for Domestic Water Division TABLE III STRONG CHLORINE SOLUTION HAND PUMP METHOD OF MAIN CHLORINATION Flow rate at which Grocery store liquid Commercial liquid H.T.H. water main is filled bleach (Clorox, Purex, bleach (Laundries, etc. - 5% CL2) swimming pools - 12% CL2) GALLONS PEP, AMOUNT OF CHEMICAL TO MIX IN 5 GALLONS OF SOLUTION MINUTE 10 gpm 1 quarts 1 pint 2 ozs. 20 gpm 2 quarts 2 pints 4 ozs. 35 gpm 3 quarts 3 pints 5 ozs. 50 gpm 1 gallon 2 quarts 8 ozs. 75 gpm 1-1/2 gallons 3 quarts 12 ozs. 100 gpm 2 gallons 1 gallon I lb. Revision Date- October 15. 1998 PAGE - 24 - ICity of Bakersfield Standards & Specifications for Domestic Water Division ! TABLE IV Flow rate at which water main is filled (gallons per minute) DIAMETER OF PIPE BEING DISINFECTED (INCHES) 2 4 6 8 10 12 14 16 18 20 (GPM) TIME REQUIRED TO FILL 100 FEET OF PIPE (MINUTES) 10 1.6 6.5 14.7 26.1 40.8 58.8 ............ 20 --- 3.3 7.3 13.0 20.4 29.4 ............ 35 --- 1.9 4.2 7.5 11.7 16.8 ............ 50 ...... 2.9 5.2 8.2 11.8 15.0 20.9 ...... 75 ...... 2.0 3.5 5.5 7.9 10.7 14.0 ...... 100 ......... 2.6 4.1 5.9 8.0 10.4 13.2 16.3 Table IV is used to estimate the time required to fill the pipe with chlorinated water. For example: A flow rate of 50 gpm will fill 700 feet of 8 inch pipe in, 7 x 5.2 = 36.4 minutes. 7.4 BACTERIOLOGICAL TESTS: The Department shall require a bacteriological test. Bacteriological tests shall be performed by a qualified laboratory and the requirements of such tests shall be in accordance with standards established by the State Department of Health Services. 7.5 FIRE FLOW TEST: The City of Bakersfield Fire Department will test newly constructed water systems to determine if minimum standards for the fire flow have been met. 7.6 COSTS FOR TESTING: The Developer or Developer's Contractor shall be responsible for all costs associated with the various acceptance tests and any necessary repairs, except as otherwise stated in these Specifications. I I Revision r~ate - O~to~r tS. ,998 PAGE - 25 - I I I I I I I I I APPENDIX I I Application for Water Service I Water Availability Fees Agreement I Mainline Extension Agreement I Department Fee Schedule Standard Details I I I 1 I I I I I I I I I I I APPLICATION FOR I DOMESTIC WA TER I SERVICE I I I I I I I I City of Bakersfield Department of Water Resources Domestic Water Division 1000 Buena Vista Road Bakersfield, California 93311 (805) 326-3715 FAX (805) 326-3098 Application for domestic water service (Pursuant to Bakersfield Municipal Code 14.04.030) OFFICE USE ONLY Date of Application: Availability fees - Place of Application: Fire flow fees - Inspection fees - Applicant is (circle one): owner tenant agent Address to which correspondence and invoices are to be mailed or delivered (circle one): Applicant Owner Applicant: Name: Company: Street address: City, State, Zip Code: Phone #: ( ) Owner: (if different than applicant) Name: Company: Street address: City, State, Zip Code: Phone #: ( ) Location of premises to be served (Tract, Parcel Map No.): ZpninE = A~'reage. = Date applicant will be ready for service: Has applicant applied for water service for Yes No this location before?: If so, under what location (Tract, Parcel Map No.): I Purpose for which service is to be used: Size(s) of services desired: I Signature: Title: I I I I I I I I '1 WATER AVAILABILITY I I FEES AGREEMENT I I I I I I I ! ] AGREEMENT NO. I DOMESTIC WATER SERVICE AGREEMENT I THIS AGREEMENT is dated the ~ day of ,19 , by and between CITY OF BAKERSFIELD, a California municipal corporation ("City"), and , an I ("Developer"). i RECITALS WHEREAS, Developer is owner or agent of owner for real property ("Property" herein) and i desires to provide improvements to real property for the purpose of sub-dividing and/or sale; and i WHEREAS, Developer proposes to sell lots in a subdivision and/or parcel map and desires to have I water service in the subdivision and/or parcel map by means of mains and appurtenances, and by services ' (including service pipes, fittings, valves, housings and meter boxes); and I WHEREAS, installation of water service facilities and the furnishing of water service by means thereof are necessary and valuable adjuncts to the sale of lots in the Subdivision, and will materially increase the value of said lots; and 'l , WHEREAS, City owns a water system known as the City of Bakersfield Domestic Water System, I which can and will provide domestic and fire protection service to Developer's Property; and WHEREAS, City Municipal Code section 14.04.0120(B) provides that Developer pay Water I Availability Fees, which fee is set by the Bakersfield City Council Resolution No. 126-82, and said fee is used to compensate City for the expenses incurred in procuring, securing and supplying a water source, storage facilities, transmission facilities and related capital expenses that are required to provide water I to Developer's tract, or parcel map lots; and service sub-division i WHEREAS, City of Bakersfield Municipal Code section 14.04.120(C) provides that City and Developer enter into a contract prior to written commitment to service water to any area where Water Availability Fees are to be paid. I NOW, THEREFORE, incorporating the foregoing recitals herein, it is agreed as follows: I 1. WATER SERVICE. Upon and subject to the terms and conditions hereinafter set forth, City has included Developer's subdivision within the service area of the City of Bakersfield Domestic Water System and City can and will provide domestic water and water for fire protection service under the I prevailing water rate, which may be changed from time to time as the City sees fit. I 2. WATER AVAILABILITY FEES. Developer agrees to pay to City Water Availability Fees of $2,000.00 per gross acre of the sub-division or parcel map. Tract Map. No. ~ contains ~ acres, therefore fees due are $ Payment of fees is to be made to City prior to final acceptance ! I and recordation of tract/parcel map. Failure to pay Water Availability Fees when due shall result in an additional ten percent (10 %) administrative service charge and interest shall be added at the rate of one percent (1%) per month to any amount of fee which is delinquent. Should the City resort to court action to collect amounts due, the City shall be entitled to collect its reasonable costs and attorney's fees. Security may be demanded for the payment of Water Availability Fees at the option of City. 3. PROPERTY LIEN. Should Developer fail to pay Water Availability Fees when due for any reason whatsoever, Developer shall provide a promissory note, secured by a deed of trust, in the amount of the Water Availability Fees due plus ten percent (10 %), with eight percent (8 %) annual interest accruing, to be paid upon the sale of any portion of the Developer's Property encumbered or one year from the date of said deed of trust, whichever occurs first. 4. NON-PAYMENT OF FEES. Failure to pay Water Availability Fees as required hereunder shall constitute a breach of this Agreement. Should breach occur, City shall revoke application of Developer for domestic water and fire protection service to tract/parcel, until such time as satisfactory payment of fees is made. 5. GROUNDWATER. If a subdivision is being developed, Developer shall record a covenant for each lot prohibiting the owner or owners of the real property from pumping and taking groundwater from the property for any use off the property; provided, however, such pumping and taking may be carried out by the authorized urban water purveyor which provides water services to the subdivided land, or by a county-wide governmental entity with water banking powers, and such pumping is part of an adopted water banking program that will not have a significant adverse impact on groundwater levels or diminish the quality of water underlying the subdivision. The owner or owners of the real property shall waive their right to protest such prohibition. 6. INDEMNITY. Developer shall indemnify, defend, and hold harmless City, its officers, agents and employees against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, for injury to or death of persons or damage to property arising out of, connected with, or caused by Developer, Developer's employees, agents or independent contractors or companies performance of, or any way arising provisions Agreement in the in from, the terms and of this whether or not caused in part by a party indemnified hereunder. 7. TITLE. Developer shall have no title to, or ownership interest in, the City Domestic Water System or any part thereof whatsoever. 8. NOTICES. All notices relevant to this Agreement shall be given in writing and shall be sent by registered or certified mail, postage prepaid and addressed to the party to whom such notice is given at the following respective addresses: To City: City of Bakersfield City Hall 1501 Truxtun Avenue Bakersfield, CA 93301 32 I To Developer: I I 9. NATURE OF SERVICE. It is specifically recognized and intended by the parties hereto that in performing its obligations under this Agreement, Developer shall not offer or perform any service on behalf of the City unless specifically agreed to herein. I 10. CORPORATE AUTHORITY. Each individual executing this Agreement represents and warrants they are duly authorized to execute and deliver this Agreement on behalf of the corporation or I organization named Agreement binding upon corporation or organization herein and that this is said in accordance with its terms. I 11. COMPLIANCE WITH ALL LAWS. Developer shall, at Developer's sole cost, comply with all of the requirements of municipal, state and federal authorities now in force, or which may Ihereafter be in force pertaining to this Agreement and shall faithfully observe in all activities relating to or growing out of this Agreement all municipal ordinances and state and federal statutes, rules or regulations now in force or which may hereafter be in force. I 12. WAIVER OF DEFAULT. The failure of any party to enforce against another provisions of this Agreement shall not constitute a waiver of that party's right to enforce any provision at a later time, I and shall not serve to vary the terms of this Agreement. I 14. ASSIGNMENT. This Agreement shall not be assigned by any party, or any party substituted, without prior written consent of City Water Board and Developer. I 15. BINDING EFFECT. The rights and obligations of this Agreement shall inure to the benefit of, and be binding upon, the parties to the contract and their heirs, administrators, executors, personal representatives, successors and assigns. I 16. ATTORNEY FEES. In any action to enforce the terms of this Agreement, the prevailing i party shall be entitled to recover its attorney's fees and court costs and other nonreimbursable litigation expenses, such as expert witness fees and investigation expenses. I 17. MERGER AND MODIFICATION. This Agreement sets forth the entire agreement between the parties and supersedes all other oral or written provisions. This Agreement may be modified or terminated only in a writing approved by the City Council and signed by all the parties. I 18. EXECUTION. This Agreement is effective upon full execution. It is the product of i negotiation and therefore shall not be construed against any party. 19. TAX NUMBERS. 'l 33 I Developer's Federal Tax I.D.: Developer is a corporation? Yes: __ No: __ .......... 000 ........... 34 I IN WITNESS WHEREOF, the parties thereto have executed this Domestic Water Service Agreement in the day and year first-above written. I "CITY" CITY OF BAKERSFIELD BOB PRICE I Mayor APPROVED AS TO FORM: I City Attorney I By IAlan Dale Daniel Assistant City Attorney I APPROVED AS TO CONTENT: I i GENE BOGART Water Resources Manager I COUNTERSIGNED: I GREGORY KLIMKO Finance Director i "DEVELOPER" i By. I TITLE I By. I TITLE 35 I I I I I I I I I MAINLINE EXTENSION I I AGREEMENT I I I I I I I 36 I I AGREEMENT NO. I WATER MAINLINE EXTENSION REFUND AGREEMENT i THIS AGREEMENT is made and entered into on , by and between the CITY OF BAKERSFIELD, a Charter city and municipal corporation, ("CITY" herein) and , an individual, ("APPLICANT" herein). RECITALS I WHEREAS, the APPLICANT is the developer o:~:at situate, laying and being in the County of Kern, State I in accordance with the map ther Recorder of said County on the day 19__, in Volume Of Maps at Page And , and which is to as the "Subdivision"; Iand WHEREAS, APPLICANT is now selling to sell lots in the I Subdivision and to this end desires to have livision through and by means of mains and appurtenances;~l by service pipes, fittings, gates and housings thereof, and meter ~.9~×bs), as the "Facilities," to be i installed therein substantially as shown.,i~Oh that map~[~pared by APPLICANT attached hereto, marked Exhibit "A," and by:[hi!~ refer~?e is mad~a part hereof; and · WHEREAS, installation o~t~h~ Faciliti and the~f'~i~nishing of water service by means thereof are n~cessary and adj lots in the Subdivision, and will materially ,id lots; I d conditions herein set forth, APPLICANT is willing to install the .... be installed, at its own expense, all in accordance with the ;rms ahd conditions herein set forth, CITY is willing to acquire the Fac t eS a~nd is willing service in the Subdivision through and my means thereof I at the:~es and in the rules of CITY now in force or that may from time to time be la~ully established. ~,~;:i~,~:~W,~EREFORE, incorporating the foregoing recitals herein, CITY and APPLICANT I mU:t~all~:g~e~e as follows: 1. APPLICANT. The names, addresses and descriptions of the person or persons I herein collectively referred to as "APPLICANT" are as follows: I WaterMainlineExtensionRefundAgreemem C:\WP-FI LE~AG RMNTS\MainlineExtRefund.wpd --o~,o~, ~ -- Page 1 of 8 Pages -- I Name Address Description 2. APPLICABLE RULE. This Agreement is entered into pursuant to the requirements and in accordance with the form of agreement and the various applicable provisions of C~IY's Main Extension Rule, as amended, hereinafter referred to as the "Rule," in effect and on file with the CITY; a copy of the Rule is attached hereto, marked Exhibit "B," and by this reference made a part hereof. This Agreement does not authorization of the CITY Council to out its terms and conditions. carry · 3. APPLICANT'S DEPOSIT. CITY's cost rela{i~l:to ,ew, ng plans.~,~ specifications and cost estimates for the Facilities is :¢~ " _) and CITY's cost in supervising and inspecting install~!'gn of the Dollars ($. ). CITY hereby ackn¢ Dollars ($ ), Jpon completion of installation of the Facilities, CITY will con~ to be connected, the same to its existing mains and submit a statement of to Applicant, which sum APPLICANT agrees to pay promptly to CITY. The agg~ foregoing costs is hereinafter referred to as APPLICANT's Deposit. 4. INSTALLATION OF FACILITII 4.1 APPLICANT agre( the same to be installed, at its own expense on or . The Facilities shall be installed strictly in accordance with , marked Exhibit "C," and by this reference made a part ;reef shall be subject to the approval of CITY in all respects. Failure the. iD~S(rict accordance with the specifications shall be material breach shall be installed APPLICANT a O by or by a prope icensed as "said contractor," selected by AP the work of connecting the Facilities to nated on Exhibit "A" hereto. shall be subject to the inspection and approval of CITY in all 4.3 Facilities and all guarantees and legal rights shall vest in CITY in with the paragraph 6 hereof. 4.4 ~PLICANT agrees to reimburse CITY upon demand for the cost to CITY ;ments a~ ~airs to the Facilities made necessary within one (1) year from thereof by reason of defective materials or workmanship; and such ~ot be subject to refund hereunder. CITY's acceptance of the Facilities, as 6 hereof, shall under no circumstances be deemed to constitute approval Is and workmanship for purposes of the preceding sentence. 4.5 In the event APPLICANT prior to CITY's acceptance of the Facilities, as provided in paragraph 6 hereof, shall be unable to determine the size location of service or any (including service pipe, fittings, gates and housings therefor, and meter boxes) required in the Subdivision, APPLICANT shall deposit with CITY the cost of such service at the time service is WaterMainlineExtensionRefundAgreement · C:\WP-FI LE~AG RM NTS\MainlineExtRefund.wpd --October 8, 1998 -- Page 2 of 8 Pages -- I requested, and CITY shall install, or cause to be installed such service. The amount of any such deposit so made by APPLICANT shall be added to APPLICANT's Advance Subject to Refund determined pursuant to the provisions of paragraph 9 hereof. 5. INDEMNITY; INSURANCE. 5.1 APPLICANT shall indemnify, defend, and hold harmless CITY, its officers, agents'and employees against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, before administrative or judicial tribunalsi~0f any kind whatsoever, arising out of, connected with, or caused by APPLICANT employees, agents or independent contractors or companies in the of, or in any way arising from, the terms and provisions of this in part by a party indemnified hereunder, except as limited by 5.2 In addition to any other in., Agreement, the APPLICANT shall procure and following types and limits of insurance ("basic 5.2.1 Automobile liabilil ng coverage on an occurrence basis for bodi!~njt death, of one or more persons, property dam~ '~'~''' with limits of not less than One occurrence; and the policy 5.2.1.1 Provid! 'Owned non-owned and hired I I I CG00 ~::~ ~'~i 85 or 88 providing coverage on an occurrence basis bodily injury, including death, of one or more persons, property ~,~:,~ and personal injury, with limits of not less than One '~ Dollars ($1,000,000) per occurrence; and the policy shall: 5.2.2.1 Provide contractual liability coverage for the terms i of this Agreement. 5.2.2.2 Contain an additional insured endorsement in favor of the CITY, its mayor, council, officers, agents, I employees designated and volunteers. 5.2.3 Workers' compensation insurance with statutory limits and I employer's liability insurance with limits of not less than One Million Dollars ($1,000,000) per occurrence; and the policy shall contain a waiver of subrogation endorsement in favor of the CITY, I WaterMainlineExtensionRefundAgreement C:\WP-FILE~G RMNTS\MainlineExt Refund.wpd --OctoberS, '998 --Page 3 of 8 Pages -- ! I its mayor, council, officers, agents, employees and designated volunteers. All policies required of the APPLICANT shall be primary insurance as to the CITY, its mayor, council, officers, agents, employees, or designated volunteers and any insurance or self- insurance maintained by the CITY, its mayor, council, officers, agents, employees, and designated volunteers shall be excess of the APPLICANT's insurance and shall not contribute with it. Additional insured endorsement shall use ISO form CG20 10 11 85 (in no event with an edition date later than 1990). Insurance is to be placed with insurers with a Bests' rating of no less ~:VlI~":' Any deductibles, self-insured retentions or insurance in lesser a types of insurance otherwise required by this Agreement, or A:VII, must b~ declared prior to execution of this Agreement and a ~!,.:~..?, All policies shall contain an endorsement providing the of cancellation or material change in policy language there shall be continuing liability thereon, ~ on any policy. The insurance required hereunder shall be to be performed by this Agreement is satisfactorily completed as.....~. ;:~: :.:: ~nce by the CITY. The APPLICANT shall furnish the City R!~k Manag~ of insurance and required endorsements evidencing the insurance;required. :~':The its offer of contract or cancel this contract if certificates of inSurance!and endo ,~nts required have not been provided prior to the execution of t~J~greeme~i~ Unless otherwise if work under this is approved th~:CITY, Agreement the "basic above shall be provided by, or on behalf ~pproved lesser insurance requirements for 6. Title to each part or portion of the Facilities shall pass to !rtor portion thereof shall be installed regardless of whether APPLICANT or said contractor and regardless of whether to the balance of CITY's system, provided, however, that such circumstances be deemed to constitute acceptance by CIT~0'f the Facilities as in accordance with said specifications, Exhibit "C," hereto. SuCh!i:acceptance may be effected by appropriate written notice from CITY to APPLICANT. A~ICANT warrants upon such passage of title, the title shall be free and clear of and and all lief harges and encumbrances whatsoever. CITY shall receive all of material installed and all legal rights and remedies to the Facilities are hereby assigned to CITY upon dedication. STREET GRADES. If the Facilities are installed in easements of right-of-ways where final grades have not been established or in streets whose grades have not been brought to those established by public authority prior to acceptance by CITY, APPLICANT, upon written notice by CITY, shall deposit with CITY forthwith the estimated cost, as determined by CITY, of relocating, raising or lowering the Facilities upon establishment of final grades. Adjustments of WaterMainlineExtensionRefundAgreement C:\WP-FILELAG RMNTS\MainlineExt Refund.wpd --October a, 1998 -- Page 4 of 8 Pages -- I I any difference between the amount so deposited and the actual cost of relocating, raising or lowering the Facilities shall be made within ten (10) days after CITY has ascertained such actual cost. The net deposit representing actual cost shall not be subject to refund or interest. I CITY will refund the entire deposit relating to such proposed relocation, raising or lowering when appropriate authority determines that such displacements are not required. : [] 8. APPLICANT'S BOND. Concurrently with execution of this Agreement APPLICANT shall deliver to CITY a surety bond in the aggregate amount of Dollars ($ .) in form Satisfactory to CITY, issued by a bohding i company approved in writing by CITY which is qualified to do and doin State of California guaranteeing unto CITY (a) the performance by of all the obligations contracted to be performed hereunder, (b) :ilities in accordance with the provisions hereof, (c) vesting in in accordancg~ I with the hereof, reimbursement of the cost provision (d) to the Facilities made necessary within one (1)year reason of defective materials or workmanship, and (e) I contractor of the claims of all persons performing to the Facilities. I 9. APPLICANT'S ADVAN{;E SUBJECT APPLICANT agrees that promptly upon completion of installation of the Fa(~iities in with said specifications, Exhibit "C" hereto, and accepta same will, at its I own expense, furnish to CITY a reasonably ~ent of th~ construction cost of the Facilities, including in said cost, (a) AP[ if any, to APPLICANT of complying with the' requirem; 5 hereof, and (c) the I cost, if any, to APPLICANT of the bond '~' ' The total amount of said actual cost as shown by said sum Dollars ($ ) (being CITY in CITY's detailed estimate of the cost of installatiof Facili ~s), whi~fi~ver is the lesser, shall be conclusively I deemed to be the actual cost ~iliti~s and is herein referred to as Advance I that APPLICANT is not in default hereunder, CITY agrees to 'PLICANT or such other party as may be entitled thereto in not to exceed forty (40) years from the date hereof I in equal percent (2 1/2%) of the advance until the principal amount of Refund shall be made not later than June 30th each the execution of this Agreement. ~,~i~ 11. SERVIC[ )M FACILITIES. The Facilities were designed to serve ~ · =';~i~ customers.~ shown on Exhibit "A" hereto. 12. .GROU~WATER RIGHTS. APPLICANT shall prepare and record an that will quitclaim, grant and convey to CITY the rights, title and groundwater, that is upon, in, under, produced from or located beneath I or parcel. 13. CITY'S RIGHT TO OFFSET. In the event APPLICANT shall become entitled to a I provisions this Agreement, shall have the right at such time to offset refund under the of CITY against the amount then due APPLICANT hereunder the total amount of any indebtedness then due or owing by APPLICANT to CITY. I WaterMainlineExtensionRefundAgreement C:\WP-FI LE',AG RMNTS\MainlineExt Re fund.wpd --OctoberS, 1995 --Page 5 of 8 Pages -- ! 14. NOTICES. Any notice which it is herein provided may or shall be given by either party to the other shall be deemed to have been duly given when deposited in the United States mail, registered or certified postage prepaid and addressed to the party to whom such notice is given at the following respective addresses: To APPLICANT: To CITY: CITY OF BAKERSFIE~~ 1501 Truxtun Bakersfield, Calife 93301 Either party, by notice given as hereinbefore provided, notice shall thereafter be addressed. 15. NATURE OF OBLIGATIONS; ASSlGI~ than one (1) person is named in paragraph 1 hereof, the obligations of the ~ s Agreement as APPLICANT shall be joint and several. Until APl writing to the contrary, all refunds hereunder shall be paid ree~ent upon written notice to CITY at any time following determination .NT'S Advance Subject to Refund. Any such assignment shall a ireunder which become due more than thirty (30) days after the ich notice of assignment. CITY will not make any single refund p; one (1) person. 16. SUCCESSO! hts and obligations of this Ag~ inure to upon, the parties to this Agreement and their hei~ ii'esentatives, successors and assigns. 17 This Agreement, except for refund provisions, shall at all times by the CITY of Bakersfield as said CITY may from of its jurisdiction. WORK OR SERVICES. The acceptance of work or services, or Pal CITY shall not constitute a waiver of any provisions of this RECORDS. APPLICANT shall maintain accurate accounting and other w~i~n documentation pertaining to all costs incurred in performance of this and documentation shall be kept at APPLICANT's office during the and for a period of three (3) years from the date of the final payment records shall be made available to CITY representatives upon request at any time during regular business hours. 20. ASSIGNMENT. This Agreement shall not be assigned by any party, or any party substituted, without prior written consent of all the parties. WaterMainlineExtensionRc£undAgrccment C:\WP-FIL E'~AG R MNTS\MainlineExt Refund.wpd --O~o~e~s, ,~s -- Page 6 of 8 Pages -- 21. COMPLIANCE WITH ALL LAWS. APPLICANT shall, at APPLICANT's sole cost, comply with all of the requirements of Municipal, State, and Federal authorities now in force, or which may hereafter be in force, pertaining to this Agreement, and shall faithfully observe in all activities relating to or growing out of this Agreement all Municipal ordinances and State and Federal statutes, rules or regulations now in force or which may hereafter be in force. 22. CORPORATE AUTHORITY. Each individual executing this Agreement represents and warrants they are duly authorized to execute and deliver this Agreement on behalf of the corporation or organization, if any, named herein and this Agreement~iS~. binding upon said corporation or organization in accordance with its terms. 23. EXECUTION. This Agreement is effective the product of negotiation and all parties are equally responsible for 1654 of the California Civil Code shall not apply to the int~r'~'ret~tion ~nt. 24. EXHIBITS. In the event of a conflict specifications set forth in this Agreement and those in conditions, or specifications set forth in this Agreement ~il. All exhibits to which reference is made in this Agreement are deemed ' ireement, whether or not actually attached. 25. FORUM. Any lawsuit pertaining growing out of, this Agreement shall be instituted in Kern Co~ 26. INDEPENDENT CONTRAC~TOR. for the performance of the services of APPLICANT as an inde is not an agent or employee of the CITY for any purp( ~ny of the benefits provided by CITY to its employees. This as forming a partnership or any other association with of )endent contractor. 27. reement sets forth the entire Ag other oral or written representations. This Ag approved by the CITY Council and signed by all the parties. 28. or employee of the CITY shall hold any interest in this Code section 10g0). TITLE All documents, plans, and drawings, maps, ph raphs, and other or copies thereof prepared by APPLICANT pursuant to the ;hall, upon preparation, become the property of the CITY. OF DEFAULT. The failure of any party to enforce against another a ~reement shall not constitute a waiver of that party's right to enforce such a later time, and shall not serve to vary the terms of this Agreement. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed, the day and first-above written. year I WaterMainlineExtensionRefundAgreement C:\WP-FILE~AG RMNTS\MainlineExtRefund.wpd --oc,ob~r~. ~ -- Page 7 of 8 Pages -- I m I CITY OF BAKERSFIELD WATER BOARD DOMESTIC WATER ENTERPRISE m By: I GENE BOGART Water Resources Manager APPROVED AS TO FORM: OFFICE OF THE CITY ATTORNEY By: ALAN D. DANIEL Assistant City Attorney COUNTERSIGNED: By: GREGORY KLIMKO Finance Director ~:' APPLICANT m By:, m ADD:dlr ! m m m m waterMainlineExtension RefundAgrecment C:\WP-FILE',AGRMNTS\MainlineExtRefund.wpd --Oc,obers, ~998 -- Page 8 of 8 Pages -- I I I I I I I I I I FEE SCHEDULE I I I I I I I I I I WATER AVAILABILITY FEES: Prior to final recordation of the tract/parcel map for the subdivision, water availability fees for water service facilities are due and payable. Fees are authorized by Bakersfield Municipal Code 14.04.120 (B.) and set by the City of Bakersfield Water Board with concurrence of the Bakersfield City Council. The fees are set at $2000.00 per gross acre. The fees may be paid upon further sub-division or phasing of the parcels. EXCESS FIRE FLOW FEES: Normal fire flows have been determined to be 2500 gallons per minute (g.p.m.). Due to land use of the parcel, the City and/or County Fire Departments require fire flows in excess of the 2500 g.p.m, limit. The method for determining the fees is as follows: $0.50/g.p.m./acre in excess of 2500 g.p.m, or equivalent facilities. These fees are due and payable prior to recordation of the tract/parcel map. INSPECTION FEES: Prior to any construction, developer is required to submit at least forty-eight (48) hours in advance: Six (6) sets of approved blueline plans. Cost estimate or contractor bid spreadsheet showing award of contract to lowest responsible bidder. Name, address & telephone # of party responsible for payment of Inspection fees. The City of Bakersfield will invoice for inspection fee based on four percent (4%) of cost estimate or contractor bid spreadsheet. In addition, a $10.00 meter installation fee for each service will be assessed for two (2) inch and less in size. ENGINEERING FEES: The developer may utilize the City's domestic water operations contractor to provide engineering plans and specifications for construction of water facilities. The City of Bakersfield will invoice for engineering fees based on four percent (4%) of the estimated total installed cost of the water facilities. City of Bakersfield I Domestic Water System Ashe, Fairhaven, and Riverlakes Ranch Service Areas i Schedule of Rates GENERAL METERED SERVICE: I CURRENT RATES Within City Limits [ Fairhaven & Unincorporlated Areas I (~UANTITY RATES: First 300,000 cu. ft./month $ 0.47 $ 0.60 I All over 300,000 cu. ft./mnnth $ 0.42 $ 0.55 MONTHLY SERVICE CHARGE: I 5/8" x 3/4" Service $ 6.90 $ 9.07 1" Service 10.51 13.86 I 1-1/2" Service 16.03 20.98 2" Service 21.83 28.63 I 3" Service 40.33 52.87 4" Service 58.63 76.53 I 6" Service 105.37 137.00 8" Service 161.97 210.26 I 10" Service 223.26 288.80 MONTHLY PRIVATE FIRE PROTECTION SERVICE CHARGE: I 1-1/2" Connection $ 6.30 $ 8.15 2" Connection 8.40 10.90 I 3" Connection 12.60 16.35 4" Connection 16.80 21.80 I 6" Connection 25.20 32.45 8" Connection 33.60 43.60 I 10" Connection 42.00 54.25 12" Connection 50.40 65.15 Monthly service charge is a readiness-to-serve charge which is apptied to all serwces and any quantity of water used is an I additional charge computed at the quantity rate. Conditions of service remain the same. I 1 I I 2 I I I I I I I , I I I C ON TRA C TOR CHE CKL IS T I I I I I 1 I I I I I CHECKLIST FOR CONTRACTOR WORK ON CITY OF BAKERSFIELD (CBK) DOMESTIC WATER SYSTEM I Contractor must supply to California Water Service (CWS) prior to start of construction: I 1. Contractor must provide company a photocopy of a valid license issued by the State of California for the construction of water supply mains and related facilities. Acceptable classifications will consist of either an "A" license (General I Engineering Contractor) or a (Pipeline Contractors). license 2. Contractor must carry the following insurance: bodily injury and property damage liability insurance with limits of I not less than One Million Dollars ($1,000,000:00) Two Million Dollars ($2,000,000.00) annual per occurrence, aggregate, insuring Company against any and all liability for the death of or injury to any person and for the loss or damage to any property, respectively, which may arise by reason of acts done or omitted to be done in the course of I installation of the Facilities which result from such and further all costs or may installation, insuring Company against and expenses incurred by Company in resisting any claim which may be made against Company for any such injury or damage to any person or property. Each such policy (i) shall be issued by an insurance company approved by I Company, qualified to and doing business the State of California, (ii) shall name Company as an which is do in additional insured, (iii) shall specify that it acts as primary insurance and that other insurance or self-insurance maintained by Company shall be excess only and not contributing with insurance provided by Contractor, (iv) shall I provide policy not or thirty (30) days' prior to Company, (v) that the shall be canceled altered without notice and shall otherwise be in form satisfactory to Company. Each such policy or a certificate thereof shall be delivered to Company prior to start of any construction in connection with installation of the facilities. I An endorsement or a certificate thereof to the workers' compensation insurance policy of Contracto~ providing that the underwriter thereof waives all right of subrogation against Company by reason of any claim arising out of or I connected with installation of the Facilities shall be delivered of construction. Said to Company prior to start endorsement shall provide that it shall not be canceled or altered without thirty (30) days' prior written notice to I Company. 3. Inspection of material. CWS must have 48 hours advance notice. I 4. Bid or cost sheet for project. 5. Require 6 sets of plans and specifications. Plans must be signed and approved by City Water Department and Fire I Department staff. 6. Arrange for preconstruction meeting. CWS must have a minimum of 48 hours notice. I 7. Preconstruction meeting must be completed prior to construction. Be prepared to explain the time line on specific phases of construction such as excavation, thrust block, service tie-ins, hydro tests, disinfection, etc. I Contractor m.ust have completed and/or accomplished p. rjor to tie-in to existing domestic water system: I 1. Installation of facilities must be done in accordance with current City of Bakersfield "Standards and for Specification Domestic Water Systems4' and City of Bakersfield or Kern County Fire Department approved plans. All field changes must be made as per current standards. I I 2. Fire hydrants shall typically be installed at property lines or at curb radius. If this is not clear, have the inspector approve location(s) prior to installation. 3. Notify CWS 24 hours prior to loading line and performing the hydro test. Four (4) hour test at 150 p.s.i. If below 140 p.s.i, at any time, repairs must be made and test shall be repeated. 4. Notify CWS 24 hours prior to flushing line(s). CWS shall observe flushing of line(s). 5. Bacteriological sample to be taken at CWS directed locations. Samples are not to be taken on Friday, Saturday or Sunday. Be advised that due to holidays and unanticipated days off, results of bacteriological samples may take several days. Re-sampling may be necessary if tests are positive. Do not schedule other events so tight as to rely on the approval and acceptance of the domestic water system. 6. All services, meters, valve boxes and valve casings shall be exposed and to design grade. 7. CWS must be advised 48 hours in advance of the tie-in. The tie-in must be observed by CWS. After tie-in call or FAX for meter sets - schedule up to five (5) days for CWS personnel to perform meter sets. 8. All fittings and valves must be chlorinated during tie-in. 9. ALL existing domestic facilities (valves, etc.) are to be operated by CWS personnel only. Contractors and their employees shall not operate any existing facility. 10. Be advised: Inspection of facilities is to be performed on normal work days (Monday-Friday, 7:30a.m. - 4:30p.m. Holidays excluded). Any work performed by Contractor on weekends or holidays is subject to excavation for inspection. 11. All domestic or irrigation service requests shall be generated through California Water Service Commercial Office, phone number 396-2400. I have read and understand the above checklist. The purpose of this checklist is to point out the most commonly forgotten items to be performed by the Contractor. This list is not meant to be all inclusive. I have been provided with and am familiar with the current City of Bakersfield "Standards and Specification for Domestic Water Systems". Signature: Company: Tract Parcel Map No.: Date: I I I I I I ! S TA NDA R D DE TA IL S ! I Plate No. W-1 - Standard pipe trench Plate No. W-2 - Thrust block detail I Plate No. W-3 - Fire hydrant assembly Plate No. W-4 - Blowoff assembly - paved area Plate No. W-5 - End of line blowoff o unpaved area I Plate No. W-6 - Standard - blowoff assembly Plate No. W-7 - Pipe bore & casing detail Plate No. W-8 - Standard service connection - 3/4" to 2" I - ", 4", & 6" water service detail Plate No. W-9 3 Plate No. W-10 - 4" & larger turnout i Plate No. W-11'- Typical meter box location Plate No. W-12 - Valve box detail Plate No. W-13 - Canal crossing detail I Plate No. W-14 - Concrete saddle detail Plate No. W~15 - Safety fence detail Plate No. W-16 - Irrigation, fire service, and water service, requiring booster pump I Plate No. W-17 - Alternate air-gap installation requirements Plate No. W-18 - Typical fire service detail I I I GUTTER CENTER STREET FLOWLINE PIPE TRENCH RIGHT-OF- WA Y ~ ^ SEE PLAN 2' TYPICAL ' 90% RELATIVE DENSI I'~, EXCEPT · ...----AS MODIFIED BY SPECIAL PROVISION J 95.% WHEN IN STREET R/W .~,,,,.~.~~ METALLIC PIPE IDENTIFIER TAPE. ~ SELECT MATERIAL COMPACTED TO 85,~ RELATIVE DENSITY. ~ ~~TRENCH ZONE COMPACTED TO 85.% MIN. RELATIVE DENSITY EXCAVATETOCLEARPiPEBELL...~.6,,~, 1,6, MtN. MIN. =PIPE O.D. +12"~ · JO" MINIMUM FOR 12" DIAMETER MAINS & SMALLER 36' MINIMUM FOR LARGER THAN 12' DIAMETER PIPE NOTES: 1,) WATER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WHEN POSSIBLE. 2.) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER FLOF~..INE GRADE. 3.) IN PAVED AREAS, SPECIFICATIONS FOR STREET STRUCTURAL SECTION, OR PAVEMENT PA TCHING SPEClFICATION SHALL SUPERCEDE BACKFILL AND COMPACTION STA TED. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD PIPE TRENCH APPROVED: PLATE No. W-1 MANAGER -- WATER RESOURCES DEPARTMENT DATE r 22 1/2' ELL TEE TEE ~k~REBAR~ f~ VALVE ANCHOR 90' ELL CROSS '~-"~--~~ ~ REDUCER THRUST BLOCK SCHEDULE BEARING AREA IN SQUARE FEET PIPE TEE OR §O~LL 45~LL ~22 1/2'ELL CROSS VALV~ SIZE PLUG 6' $ 4 2 2 1.5 EA. 3.0 8' 5 7 4 2 $.0 EA. 5.5 10' 8 11 6 3 ·4.~J EA. 9,0 t2' 11 16 8 4 6.5 EA. 13.0 NOTES: 16' 16 25 ts 7 8.0 EA. 16.0 1) ALL VALI/ES, FITTINGS, AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS BLOCKS. 2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1600 PSF. 3) ' CONCRETE IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY BE IN CONTACT WITH FITTING. 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 5) JOINTS SHALL BE KEPT CLEAR OF CONCRETE. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA THRUST BLOCK DETAIL -- -~1 PROPERTY LINE .I ~ ,,,..-RING TITE X FLANGED WA TER MAIN ~ Cit. H.mRANT.LA1ERAL ~ FLANGED ' ~"-6' GATE VALVE I~ 5'--0' _ ~ FLANGED MINIMUM -"'FLANGED X HUB END ADAPTOR PLAN VIEW ~ FIRE DEPARTMENT APPROVED ~ NYORANT ASSEMBLY ~_;;~ Crow aSO W/4"' OUrLET '~ I I (LOCKIN~ CAP-SEE _t~__~ ~ DETAIL W-,2. CONCRETE THRUST BLOCK ! i - ' 'PER DETAIL PROFILE VIEW WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA FIRE HYDRANT ASSEMBLY MANAGER -- WATER RESOURCES DEPARTMENT DATE I 2" BRASS PLUO 2' BALL VALVE _ '6" JAMES JONES J-1945 - TYPIOAL-I ' OR EQUAL ~ I TOP OF CONCRE. TE PAD ~ i (FINISH PAD I,~.4" BELOW CAST IRON.~_ ~ rSTREET GRADE) .. ~, .~ ....~ ~, :: "~ ,, ~: /~ B.~ASS ,. i'.~'--- BROOKS //J7 BOX ---~'1 IHI L' CONCRETE OR EQUAL 2"x6" BRASS OR../ BRONZE NIPPLE, '~ --' ~ 2' BRONZE GA TE VALVE WRAP 10TH 5 MIL. TAPE ~ 2" BRASS NIPPLE ~" (TO FIT,} WRAP ~TH 5 MIL. TAPE 2" COUPLING ~ -, /.---2"x12" BRASS .2"~12" BRASS NIPPLE-----~ /NIPPLE ~~_~~..~.i :...., "- "' 90 ELL -- ~ ~._~~ WATER MAIN ~,~,,~ ,,~,,,~~,-~ - · -'.'~-"- · .'.'~ i.".';:::'"..':~.".'::.;~..~ COMPACTED BACKFILL ~- ~"-RING TITE CAP TAPPED FOR 2" PIPE (BLOCK CAP 10TH STANDARD CONCRETE THRUST BLOCK) WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA BLOWOFF ASSEMBLY - PAVED AREA MANAGER -- WATER RESOURCES DEPARTMENT DATE 4" WHARF HYDRANT-~ 4" GALV. STL. NIPPLE ~ i ' PIPE TO BE / ~ ~ WRAPPED ~ I ~ ~ r ~ ~ --/' ~ '~ ~-----~'5~TCRETE OUTLET TEE WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA END OF LINE BLOW-OFF - UNPAVED MANAGER -- WATER RESOURCES DEPARTMENT DATE ~ m ~ I .~-~,,.o-.~ ~ ~~ ~ ~~r~m ..... ~ ~ ~ m m I ~¢RO~B: ~ ~o. I W-O MANAGER -- WA~R RESOURCES DEPAR~ENT DA~ m ~ q~.,~ C ~ ~'~/! I L~lJ ~,,,,) ~"~. ~ I I I I ~ ~ ~,-,~ f , I, ~n .~ LII ,.L i: -- _..q, ' r-" I i i WATER RESOURCES DEPARTMENT CITY OF .BAKERSFIELD, CALIFORNIA PIPE BORE & CASING DETAIL APPROVED; !PLATE MANAGER -- WATER RESOURCES DEPARTMENT DATE ,1 ~ "' Il (INSTALLED BY · C~ ANGLE METER STOP~' "~MEI~R TO BE SET ~ r~ ~ BY ClT~ ~'~~ - SHORT SIDE J/4~ [0 ~ ~l~ (~ ~FJ/4 m 2 ' TUareg. (AS Y/ ~DOUBLE STRAP SER~CE S~EL INSERT~ // ~SADDLE, BRONZE OR SPEC~FlED,) CORPORADON'~ ~MALABLE IRON ~ STOP / STaiNLESS S EL STR PS _~~ / USE APPRO~D SADDLE LONG SIDE SER~CE SHORT SIDE SER~CE PE ~408, PC 200, PR 9. ME~R SIZE ME~R BOX · 12~17~CARSON INDUS~IES I * PRODUC~ OF E~AL QUALI~ 3/4' AND I' No. 14-19B, ~EEN PLAS~C ' MAY BE SUBMI~D ~EN APPRO~D BY ~E WA~R I 1/2' AND 2' 17 I/4~30' ~RIS~ C~CRE~ RESOURCE DEP~ PRODUC~ INC. - No. B-36. NO~ I. ~E LONG ~DE SERHCE FOR A 3/4' ME~R SHALL BE 1' ~BING AND A 1' TO ANGLE ME~R. ST~ ALL 3/4' TO 2' ~T SIDE SERH~S SHALL BE ~ C~PER ~NG. Z ~L .O~R SERHCE SI~S ~ALL INCORPORA~ UKE SIZES FOR CORPORA~ON ST~ ~BIN~ ANG~ ME~R ST~ AND ME,R. i.e, A 1-1/2' SHORT ~ LONG SER~CE SHALL C~SIST OF 1-1/2' ~BING, I~I/2' ~R STOP, AND 1-1/2' ME~R (TO BE INSTALLED BY O~ERS). ~. ALL PE PLAS~C PIPE RE~tRES NO. 12 A~ SOUD C~ER ~RE-INSU~D ~ ~ ~HN) TAPED TO PIPE AT LOCA~S SHO~ AND EX~N~D INTO ME~R BOX. DO NOT T~ ~RE TO O~ER ~TAL FIT~NGS. 4. CONCRE~ ME~R BOXES RE~IRED ~EN ~RHCE IS LOCA ~D IN DRI~WA Y SIDE. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD SERVICE CONNECTION - 3/4' TO. 2' MANAGER -- WA~R RESOURCES DEPAR~ENT DA~ ~ WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA ~ 3", 4", ~ 6" WATER SERVICE DETAIL APPRO~D: P~ No. W-9 MANAGER -- WA~R RESOURCES DEPAR~ENT NOTE: I,.'.':':"'..'~i:'."..~. ~'11"-I,~ . ' I i]~'~'.'.'.:~!:'.'.~ ON SAME SIDE OF STREET ~ ~ SERVICE PIPE-~ ~ ~ ~ ~IZE AS R. O. ~. -~'I ~ R. O. ~. -'~-~ 6' I ,~ IP'u'E' I I I PLAN VIEW FOR METER ~ BOX DETAIL SEE PLA TE No. W-8 FINISHED GR~ CAST IRON VALVE ~---VAL VE eOX TO SURFACE BOX W/LOCKING LID ~t" PER DETAIL W-12 PER DETAIL W-12.---~,/ ,--~ .~k GATE VALVE- EQUAL WA TER MAIN . ~ ~-TO SERVICE PIPE SIZE (II X RING- TITE ~, ~ PER DETAIL W-2.~ '.'" 7.'".'-:'.;'; ' .".L(----~--- ~.c~. ~ ___. ~ .' .": '- ." '.'". · ~".'i:~~; ~'~ ~ ! ....../~--';~:.:'"':':"'" s~z~ co~c~ ~ ) VALVE ANCHOR WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA 3" & LARGER TURNOUT APPROVE:D: PLATE No. W-lO MANAGER -- WATER RESOURCES DEPARTMENT DATE .. PROPERTY LINES (~_~ METER BOXES -- __ m _ --~ \ ~ , -~ , ~' ~ ~, ~' U ~ ~' ~' W ~ , SIDEWALK ~ '~ I , ~~ OF CURB * GU~ER ~ OF S~EET__ _ , METER BO ~2'~ NOTE: S~. PO~ON- UNUSUAL LOT DESIGN MAY WARRANT DI~ERENT POSI~ OF WA~R SER~CE. AL~RNA~ P~ONS SH~ BE SUBMI~D TO FOR APPROVAL. CONCRE~ BOX NO~ ~E W-8 ~ W-9. ~A~C RA~ ME~R BOX (CONC.) IN S~EE~ ~ DRI ~WA ~ WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA TYPICAL METER BOX LOCATION W-11 MANAGER -- WA~R RESOURCES DEPAR~ENT DA~ ~CAST IRON LOCK-LID L/~TOREAD'WATER". /, ~ CAST IRON VALVE BOX W/ CAST IRON LOCKING ~'li EQUAL.LID-TYLERPIPEOR SIDEWALK OR PARKWAY ~--PA VEMENT SURFACE OR ~ _ 4' TYPICAL /F/N/SHED GRADE . CAST IRON LOCK-LID I -- / TO READ 'WA TER". ~ ~ ,. RE. AR---~ I ~ ~CAST .ON VALVE .OX II} ~" w/ CAST IRON LOCKING REDWOOD BLOCK- i I ~ I UD - TYLER PIPE OR -N ~ EOUAL. T .... NOTE: CONCRE~ SLA. ~/4" PA VEtdEN T AREA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL APPROVE:D: PLA'rE No. W-12 MANAGER -- WATER RESOURCES DEPARTMENT DATE ' I WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA I CANAL CROSSING DETAIL i APPRO~D: P~ No. W-13 MANAGER -- WA~R RESOURCES DI~SION DA~ ~NO. 5 REBAR SET I FROM TOP. AND BOTTOM I I 1/2' x $/16* STEEL STRAP/ i~iRAP AROUND 12' SCH. 40 I STEEL' PIPE WITH 2-'1/2' x ~' · ANCHOR BOLT~ WITH WASHERS --~ _ ~45' ELL I ' ~ CANAL LINING . _ IB' _1 FROM TOP ~ BOUOM ~ ·WATER RESOURCES DEPARTMENT G'ITY OF BAKERSFIELD, CAEIKORNIA .CONCRETE SADDLE DETAI.L APPRO~D: P~ No. MANAGER -- WA~R RESOURCES DI~SION .DA~ "t. . STRANDS "'" ALLWELDS TO BE ' CONTINUOUS FILLET WELDS ~ o 6' o/c 'l ' ~ ~: SPACING IN ANGLE nTH ' ~ TIE B.4RBL"D WIRE.,4 T HOI_~S. .I , s~_ s~\ ' " · SAFETY FENCING ~ ~- $/4' DIA. GAL V. ROD STRAP, ROD AND THR£AD~-='D AT EACH END PAINTED AS PIP£ WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA SAFETY, FENCE DETAIL APPROVCD: PLATE: No. W-15 MANAGER -- WATER RESOURCES DEPARTMENT DATE TANK SHOULD BE OF SUBSTANTIAL CONSTRUCTION · OF A' KIND AND SIZE TO SUIT CONSUMER'S NEEDS. TANK MA Y BE SITUA TED A T GROUND LEVEL' (WITH A PUMP TO PROVIDE ADEQUATE PRESSURE HEAD,) DR _..~"- ' - ~ ./-- WATER 2D (1' MIN.) ~' RECEIVING TANK ' METER ELEVATION SUFFICIENT TO EQUIPMENT OBTAIN DESIRED PRESSURE OR INSTALL PRESSURE BOOSTER PUMP. CONSUMEROS-- SEE W-8, W-9 I RESPONSIBILITY & W-18 WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA IRRG., FIRE SERV. &: WATER SERV, REQUIRING BOOSTER PUMP APPROVED: PLATE No. W-16 MANAGER -- WATER RESOURCES DEPARTMENT , DATE I .... ~.~ ~ · ._ ~ ~ II / I I I I WATER RESOURCES DEPARTMENT CITY OF'BAKERSFIELD, CALIFORNIA I ALTERNATE AIR GAP INSTALLATION REQUIREMENTS i APPRO~D: P~ No. W-17 MANAGER -- WA~R RESOURCES D/PAR~ENT DA~ I ~CF~I ' ~ TYPICAL NEW INSTALLATION NOTE: I. INSTALLATION OF' 'FIRE SERVICE" MAY ONLY BE MADE BY CONTRACTORS WITH A CLASS A OR CONTRACTORS UCENSE. C i TYPICAL HOT TAP ~-' INS TA LLA TION NO TES: ITEM (~ CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED CROUNO. (~ PUSH-ON BY FLANGE TEE - NEW ¢ONSTRUC770N OR APPROVED TAPPING SLEEVE. ~ FT_AN~'E ,,Y PUSH-ON VAL V~ OR FLANGE X FLANGE VALVE IF INSTALLINg A SPOOL USE C.L ADJUSTABLE VALVE BOX WITH LOCKINg LID. (~ PUSH ON BY FLANGE ADAPTOR OR M.J.X. FLANGE ADAPTOR. (~ DOUBLE CHECK DETECTOR ASSEMBLY, AS PER 'FIRE PROTECtiON SERVICE' AS REOUIRED IN SPECIFICATION CONTAINED HEREIN. (~ B-4B CHRISTY CONCRETE BOX WITH EXTENSIONS 4: CONCRETE COVER OR TRAFFIC LID OR 68 BROOKS CONCRETE BOX WITH EXTENSIONS 4: CONCRETE COVER OR TRAFFIC LID. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA TYPICAL FIRE SERVICE DETAIL APPROVE;O; PI.ATE W-18 MANAGER -- WATER RESOUR{:ES DEP,ARTMENT DATE herein by reference, pursuant to which ID4 takes delivery of Basic Contract water ("Basic. ~" herein) provided by CITY in conformance with the provisions contained therein; and ' H. CITY and the Kern County Water Agency have heretofore executed a dated November 1996, for the Establishment of a Water Recreation the Kern River Parkway that directed their respective staffs to proceed with the of a water management program designed to maximize and increase flows in the Kern Riger ~ during the recreation season. This was to be accomplished through the coordination gf:~,wfiter resources and facilities available to both parties; and I. ID4 and CITY have determined a water management program that would facilitate the commitment of a portion of the water supply available to ID4 for peak recreation periods on the Kern River Parkway without significantly increasing the operating costs of district would be an appropriate mechanism to achieve the goals of the Joint Resolution; and J. ID4 has as a long-term objective for its water supply management program the development of a supply for the district that is independent of the SWP. It is anticipated that this will be accomplished through water management opportunities with water districts utilizing Kern River and Friant-Kern supplies and CITY agrees to cooperate with ID4 in development of such long-term exchange programs. NOW, THEREFORE, incorporating the foregoing recitals herein, CITY and ID4 agree as follows: 1. TERM AND RENEWAL. The initial term of this Agreement shall be for five (5) years commencing January 1, 1999 and terminating December 31, 2003. At the end of the five-year initial term period, this Agreement will automatically renew annually unless either party notifies the other of its election to terminate the Agreement within one hundred eighty (180) days of renewal date. 2. KERN RIVER PARKWAY. a. Recharge Area. For purposes of this Agreement, the Kern River Parkway ("Parkway" herein) recharge area shall include the Kern River Channel from Rocky Point Weir (approximately 2.0 miles east of Manor Street) extending downstream to the western boundary of ID4 (approximately 1.0 miles west of Stockdale Highway Bridge), the Truxtun Lakes recharge area and the Carrier Canal. b. Recharge Capacity. For purposes of this Agreement, Parkway recharge capacity shall mean the combined recharge capacity of the Kern River Channel between Rocky Point Weir and the western boundary of ID4, Truxtun Lakes and Carrier Canal. Based upon the historical period of 1979 through 1995, the following average daily recharge quantities will be used by CITY and ID4 as Page 2 I an operational tool to assist in the development and coordination of Parkway recreational flow schedules (figures represent continuous flow operation): ~" ::;~%~;i~!,.,,.~?' (1) Kern River Channel. Average daily recharge for the Ke~ Rii~g,,~annel between Rocky Point Weir and the western boundary of ID4 shall be 145 cubic [~et pe¢ s6cO~d" ~' "-~'-(' cfs" herein), apportioned as follows: '~:~, ~':::~:~,~' ' (a) Rocky Point Weir to Calloway River W~.~i~;::15 cfs. (b) Calloway River Weir to River Canal Weir; 75 cfs. (c) River Canal Weir to Bellevue Weir; 40 cfs. (d) Bellevue Weir to western boundary of ID4; 15 cfs. (2) Truxtun Lakes. Average daily recharge for the Truxtun Lakes recharge area shall be 10 cfs. (3) Carrier Canal. Average daily recharge for the Carrier Canal shall be 15 cfs. c. Recharge Rate. For operational purposes of this Agreement, the average daily recharge within the Parkway, reflecting the sum of the recharge rates of the Kern River Channel between Rocky Point Weir and the western boundary of ID4, Truxtun Lakes and Carrier Canal shall be 170 cfs. CITY and ID4 will make such adjustments as are necessary to Parkway recreational flow schedules to reflect actual recharge conditions. d. Diversion Points. Major river weirs located within the Parkway recharge area to be used as diversion points for recharge under this Agreement will be Rocky Point Weir, Calloway River Weir, River Canal Weir and Bellevue Weir. Water deliveries into the Parkway can currently be accomplished through operation of Rocky Point Weir on Kern River, Calloway culvert from Carrier Canal, Truxtun Lakes, Pioneer Canal extension (Pioneer Turnout), Cross Valley Canal River Turnouts #2, #3 and #4 and the Friant-Kern Canal. Canals that divert water from the Kern River Channel within the Parkway include Carrier Canal, Calloway Canal, Calloway culvert to Carrier Canal, Kern River Canal, Rosedale Channel, Pioneer Canal and Berrenda Mesa Turnout. 3. RECREATION SEASON. For purposes of this Agreement, recreation season shall be defined as the period commencing May 1 ~t and extending through September 30th of each year. (1) Peak Recreational Period. Peak recreational periods shall include Memorial Day, Independence Day and Labor Day. Unless and except as mutually agreed to by ID4, Parkway otherwise both CITY and Page 3 recharge operations during peak periods consist,;,qf~, recreational at a minimum, seven (7) consecutive days of recreational flow t,9*q~c~Oe:~ with each of the three major holidays (example: continuou~igark~hy recharge operations during the period of July 1st thro~g~;ii~g!y 7 th to coincide with Independence Day). ~ .... :.i!:: ~i~,;~:~;;'? 4. ID4 WATER USE PRIORITY. It is recognized by the parties:heret6i~ that nothing in this Kern River Parkway Water Supply Management Agreement shall diminish ?6r:t~pede the ability of ID4 to complete its contractual obligation to provide drinking water to the purveyors receiving water from the Henry C. Garnett Treatment Plant. 5. WATER SUPPLY. a. ID4. In years when the allocation of entitlement to ID4 on the SWP is fifty percent (50 %) or greater, ID4 will provide the following water supply for the Parkway, which is more fully delineated on Exhibit "A," attached hereto and incorporated herein by reference: (I) The first 8,000 acre-feet available to ID4 after fulfillment of its water delivery obligation to the Henry C. Garnett Treatment Plant, as determined by ID4 on an annual basis, for recharge during peak recreational periods on the Kern River. The delivery schedule for these flows will be as mutually agreed upon by ID4 and CITY. (2) A minimum of fifty percent (50 %) of the remaining ID4 supply for the year, excluding current delivery obligations set forth in previous agreements, which delivery obligations are more fully delineated on Exhibit "B", attached hereto and incorporated herein by reference. b. CITY. In years when Kern River April through July snowmelt runoff equals or exceeds seventy-five (75 %) of the long-term average, CITY will reserve and dedicate a water supply for the Parkway, which is more fully delineated on Exhibit "C," attached hereto and incorporated herein by reference: (1) A minimum of 5,000 acre-feet for recharge in the Kern River Channel during the period of June 1 st extending through August 31 ~t (2) A minimum of 6,000 acre-feet of recharge associated with CITY's operation of Carrier Canal. In addition to the foregoing, CITY shall commit and make available to the Parkway water management program the following waters whenever and to the extent such supplies are available to CITY: Page 4 I I (3) A minimum of fifty (50%) of CITY water supply that CITY wguld, absent this Agreement, use for groundwater banking purpose~'~pl~.:~e:.~ .~,.~ maximum Parkway recharge capacity, whichever is the (4) Ail waters accrued to CITY under Truxtun Lake c. Banking Operations. CITY will administer water b~g.operations within the Parkway in accordance with the Pioneer Project Joint Operating Agreement dated December 31, 1996. d. Friant-Kern Floodwater. The priority for Friant-Kern floodwater entering the Kern River Channel below the terminus of the Friant-Kern Canal shall be in accordance with the Pioneer Project Joint Operating Agreement and the parties hereto further agree to dedicate such recharge of Friant-Kern floodwater occurring within the Parkway between the point of Friant-Kern canal discharge to the Kern River Channel and the western boundary of the Parkway to the overall benefit of the current and future water users within ID4 and CITY. 6. WATER PLANNING. On or about March 1st of each year throughout the term of this Agreement, CITY and ID4 will exchange preliminary delivery schedules using best forecasts of their available water supply. CITY and ID4 will coordinate said water delivery schedules to reflect the terms of this Agreement. A final delivery schedule for Parkway recharge operations will be submitted by May 1~ of each year for approval by the CITY Water Board and the Kern County Water Agency Board of Directors. 7. PARKWAY OPERATIONS. a. Rocky Point Weir to Calloway River Weir. For purposes of this Agreement, whenever the sum of the flow diverted at the head of the Carrier Canal and the flow passing downstream of Rocky Point Weir equals or exceeds 750 cfs (normally between May and August), CITY will assume recharge losses occurring in the reach of Kern River Channel extending to the Calloway River Weir under its Miller-Haggin obligation, notwithstanding that ID4 Calloway Canal operations or other Kern River or canal uses below the Calloway River Weir may be subject to a proportionate share of such recharge losses as measured and determined by CITY. It is the intent of the parties hereto to establish and maintain a continuous year-round stream channel on Kern River from Rocky Point Weir to the Calloway River Weir to the extent that water supplies are available for such uses. b. Calloway River Weir to River Canal Weir. For purposes of this Agreement, whenever the sum of the flow of Carrier Canal below the Farmers-Stine-Anderson Weir and the flow passing downstream of the Calloway River Weir equals or exceeds 750 cfs (normally between mid-June and mid-August), CITY shall assume recharge losses occurring in the reach of Kern River Channel extending to the River Canal Weir under its Miller-Haggin obligation, notwithstanding that ID4 Kern River or canal uses below the River Canal Weir may be subject to a proportionate share of such Page 5 I recharge as by losses measured and determined CITY. c. River Canal Weir to Bellevue Weir. For purposes of this Agreement,~never the sum of the flow of the Kern River Canal at Stockdale Highway and the flow passlngq:10,wn~tream of the River Canal Weir equals or exceeds 900 cfs after adjustments for Fr~ant-Keramflow to Kern River Channel (when applicable), CITY shall assume recharge losses occurring~ffi~:reach of Kern River Channel extending to the Bellevue We~r under its Mlller-Hagg~n obhgatmn, n~$W~thstandlng that ID4 Kern River or canal uses below the Bellevue Weir may be subject to a proP,0rti6nate share of such recharge losses as measured and determined by CITY. In the event that CITY water commingles with ID4 water as a result of CITY water deliveries occurring between River Canal Weir and Bellevue Weir, CITY will assume five (5) cfs of recharge losses or the actual recharge loss if less than 5 cfs, for each such that CITY deliveries made. day are d. Bellevue Weir to ID4 western boundary. For purposes of this Agreement, whenever Second Point Group demand for Kern River water at Second Point of Measurement equals or exceeds 750 cfs (above normal years), CITY shall assume recharge losses occurring in the reach of Kern River Channel extending to the ID4 western boundary under its Miller-Haggin obligation. e. Truxtun Lake. CITY and ID4 shall jointly coordinate and schedule deliveries of their respective available Parkway supplies to ensure the daily year-round operation of the Truxtun Lakes recharge area. In general, the priorities for water deliveries to the Truxtun Lakes recharge area would be as follows: 1. CITY Kern River water that would otherwise be used for basin overdraft correction. 2. Basic Supply not required to fulfill ID4 Treatment Plant demand and associated diversion losses. 3. ID4 Kern River water acquired through exchange for the purpose of groundwater replenishment operations of district. 4. ID4 Friant-Kern water acquired through exchange for the purpose of groundwater replenishment operations of district. 5. ID4 SWP water to be used for the purpose of groundwater replenishment operations of district. 6. ID4 SWP water owed to CITY under Truxtun Lake Agreement. 8. RECREATIONAL FLOW PRIORITY. Whenever Parkway water supplies are limited (less than 50 % allocation of ID4 entitlement on the SWP), the priority for points of delivery within the Page 6 Parkway are as follows: 1. Truxtun Lake recharge area. , 2. Kern River Channel between Rocky Point Wei[: and::~;Callo~ay:.: :::: River Weir. '~:;~i~,,: ":' }:::' ~:,, ' 3. Kern River Channel between Calloway River~-,,,Weir and River Canal Weir. 4. Kern River Channel between River Canal Weir and Bellevue Weir. 5. Kern River Channel between Bellevue Weir and ID4 western boundary. 9. TRUXTUN LAKE EXCHANGE DELIVERIES. CITY and ID4 agree that this Agreement neither replaces nor amends Truxtun Lake Agreement but merely supplements the same. Furthermore, in order to clarify the terms and conditions under which delivery of ID4 water owed CITY is to occur, the parties agree to the following: a. In years when ID4 is allocated less than fifty percent (50%) of its SWP entitlement, CITY shall have first call on up to fifty percent (50%) on any ID4 water not required for Treatment Plant use, including conveyance losses, for operation of the Truxtun Lakes recharge area. b. In years when ID4 is allocated fifty percent (50%) or greater of its SWP entitlement, CITY may take delivery of ID4 water owed CITY under mutually scheduled times and rates in the event that water supplies developed under terms of this Agreement are not adequate to maintain continuous operation of the Truxtun Lakes recharge area. c. Any such deliveries under the above provisions shall be separate from ID4 Parkway water supplies set forth in Paragraph 5. of this Agreement and shall be deducted from any balance of water owed to CITY by ID4 and arising from operation of Truxtun Lake Agreement. 10. WATER QUALITY. In order to preserve the historical high quality groundwater aquifer underlying Parkway, agree that, possible, recharge the CITY and ID4 whenever within the Parkway will consist of Kern River water and other high quality waters in order to enhance and maintain the highest water quality underlying the Kern River Channel. 11. CITY COVENANT TO ID4. In consideration of ID4's commitment of a portion of its water supply to the Parkway water management program, CITY hereby covenants and agrees to provide to ID4 use of certain CITY water supply, storage and conveyance facilities as follows: a. Isabella Reservoir Storage. Throughout the term of this Agreement, ID4 will Page 7 be permitted to store its Basic Supply or other Kern River water acquired by exchange with Kern:giver Interests for the purpose of regulation of ID4's water supplies in CITY Isabella Reservoir sto[hg~':~P~,~ whenever and to the extent that CITY determines that storage space is available for use by I~!sub]~'~ct to the following provisions: /~/}~:? (1) ID4 water stored in CITY storage space under this*~g[~e~ment shall bear own evaporation loss as proportioned among?the '~[~'hbella its Reservoir storage entities by the Kern River Watermaste/i!bn.:a' daily basis. (2) ID4 water held in CITY storage space shall be the first water released from CITY storage space in the event CITY should be ordered by the U.S. Army Corps of Engineers to evacuate water stored in CITY storage space due to flood control or any other purpose. (3) The charge to ID4 for use of CITY Isabella Reservoir storage space shall be at the rate of $.025 per acre-foot storage days for each such month that ID4 storage occurs. (Acre-foot storage days are determined by the sum of midnight storage in acre-feet for each day of each month that such storage occurs). Said storage charge will be subject to adjustment on the basis of the January 1999 Price Index "All Commodities" classifications for the Wholesale Price Indexes for Major Commodity Group published by the U.S. Bureau of Labor Statistics. Storage charges payable during a calendar year shall be based on the January Index for that year. (4) ID4 water stored in CITY storage space, if any, between December 1 ~t and January 31~t (winter carryover period) shall be limited to a maximum amount of 5,000 acre-feet. (5) Power Flow Storage. At the request of ID4, CITY will seek agreement with Southern California Edison Company to permit ID4 to withhold, store and re-regulate portions of ID4's Basic Supply to which Southern California Edison Company may have flowage rights (Power Flow Storage) in CITY's Isabella Reservoir storage space, however, CITY does not warrant or guarantee Power Flow Storage will be available for use by ID4 under this Agreement and it is possible that no Power Flow Storage opportunities will become available to ID4 during the term of this Agreement. All costs, liabilities and obligations of such Power Flow Storage agreement will be the responsibility of ID4. b. Rosedale-Rio Bravo Water Storage District Exchange. Throughout the term of this Agreement, CITY shall provide to ID4 a first priority position for exchanging ID4 water supplies Page 8 ,! ' for CITY Kern River contract deliveries to the Rosedale-Rio Bravo Water Storage District head~grks from Kern River. It shall be the sole responsibility of ID4 to make the necessary arrangem~9~ii~ith Rosedale-R~o Bravo Water Storage D~stnct for the exchange of such water suvphes. Any.,?~netary benefits realized by ID4 in implementation of an ID4/Rosedale-Rio Bravo Water Stof~g~District exchange would remain with ID4. ~ .,~ ~5~,'~ c. Calloway Canal Agreement. Throughout the term of this ~greement, CITY agrees to waive its percentage share on all charges relating to ID4's use of Callfi~ay Canal pursuant to I Calloway Canal Agreement dated April 28, 1982 (a copy of which is attached hereto as Exhibit "D.") d. Carrier Canal. ID4 will be permitted to take delivery of all or portions of its I acquired Kern River water through the Carrier Canal during periods when CITY determines that sufficient CITY capacity is available and CITY and ID4 agree to the time, place, duration and cost of such deliveries. For purposes of this Agreement, Carrier Canal shall include 3.3 miles of upper canal I reach, extending from the Carrier Canal headgate at Rocky Point Weir downstream to the Farmers- Stine-Anderson Weir and 5.2 miles of lower canal reach extending from the Farmers-Stine-Anderson i Weir downstream to the terminus of the Carrier Canal at the present location of the Arvin-Edison Turnout Facility. 12. COORDINATION AND RECORD KEEPING. a. The CITY is responsible for the day-to-day operation of the Kern River Channel, Truxtun Lakes recharge area and Carrier Canal. ID4 will designate a contact to coordinate ID4 person activities with the CITY. b. The CITY will provide daily record keeping for all points of diversion to and from the Kern River Channel and CITY-owned canals. The ID4 contact person will provide such assistance and information as is necessary for CITY to meet its obligations hereunder. 13. NO CHANGE TO KERN RIVER RIGHTS. The Kern River Parkway Water Supply Management Agreement shall not change or affect rights to use Kern River water. Should any court of competent jurisdiction determine any use of Kern River water rights is affected by this Agreement, the parties shall meet and negotiate whatever modifications are necessary to re-establish those rights which have been affected or void any part, or all, of this Agreement to re-establish said necessary rights. The parties shall negotiate in good faith to maintain Kern River water rights whenever a modification or voiding of the terms of this Agreement becomes necessary. 14. BANKING COVENANT. Except as otherwise specified in this Agreement, the parties hereby covenant and agree that neither ID4 or CITY shall bank their respective supplies within the Parkway recharge area. Page 9 15. JOINT INDEMNITY LIMITATION ON LIABILITIES AND INDEMNIFICATION. a.. NO party shall be liable to any other party for any loss,--damage, lja~i~i~":'Claim or cause of action for damage to or destruction of property or for injury to or death og!.~ei~o~s arising solely from any act or omission of the other party's officers, agents or b. CITY and ID4 agree to indemnify and hold each other:harn~iess from any and all claims, demands, liabilities, losses or causes of action which arise by virtue of its own acts or omissions (either directly or through or by its agents, officers, or employees) to such extent and in such part as the respective parties are found by reason of law to have proximately caused the injury or damage. c. The party against whom any claim arising from any subject matter of this Agreement is filed shall give prompt notice of the filing of the claim to the other party. 16. EXECUTION. This Agreement is effective upon execution. It is the product of negotiation and all parties are equally responsible for authorship of this Agreement. Section 1654 of the California Civil Code shall not apply to the interpretation of this Agreement. 17. NOTICES. All notices relative to this Agreement shall be given in writing and shall be personally delivered or sent by certified or registered mail, in which latter case service will be effective depositing in the United States mail. The parties shall be addressed as follows, or at other upon any address designated by notice given in the manner herein provided: CITY: CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT 1000 Buena Vista Road Bakersfield, CALIFORNIA 93311 AGENCY: KERN COUNTY WATER AGENCY IMPROVEMENT DISTRICT NO.4 P.O. Box 58 CALIFORNIA 93302-0058 Bakersfield, 18. FORUM. Any lawsuit pertaining to any matter arising under, or growing out of, this Agreement shall be instituted in Kern County, California. I 19. ASSIGNMENT. This Agreement shall not be assigned by any party, or any party substituted, without prior written consent of all the parties. I 20. BINDING EFFECT. The rights and obligation of this Agreement shall inure to the I Page 10 I I benefit of, and be binding upon, the parties to the agreement and their heirs, administrators, exeq~rs, personal representative, successors and assigns. I 21. CORPORATE AUTHORITY. Each party executing this Agieement [eg~!.~gnt~s and warrants that he/she is duly authorized to execute and deliver this Agreem~pt pg::~h~lf of the organization named herein and that this Agreement is binding upon said organizati'~h~'~:/i¢~rdance with its terms. I 22. WAIVER OF DEFAULT. The failure of any party to enforce against another a provision of this Agreement shall not constitute a waiver of that party's right to enforce such a provision at a later time, and shall not serve to vary the terms of this Agreement. I 23. MERGER AND MODIFICATION. All prior agreements between the parties are incorporated in this Agreement which constitutes the entire agreement. Its terms are intended by the I parties as a final expression of their agreement with respect to such terms as are included herein and may not be contradicted by evidence of any prior agreement or contemporaneous oral agreement. The I parties further intend this Agreement constitutes the complete and exclusive statement of its terms and no extrinsic evidence whatsoever may be introduced in any judicial or arbitration proceeding involving this Agreement. This Agreement may be modified only in a writing approved by the City Council, the I Kern County Water Agency Board of Directors, and signed by all the parties. 24. NEGATION OF PARTNERSHIP. No party shall become or be deemed a partner or I joint venturer with other party or associate in such relationship with other party by reason any any any of the provisions of this Agreement. ID4 shall not for any purpose be considered an agent, officer or employee of CITY, and CITY shall not for any purpose be considered an agent, officer or employee I of ID4. I 25. ACCOUNTING RECORDS. All parties shall maintain accurate accounting records and other written documentation pertaining to all costs incurred in performance of this Agreement. Such records and documentation shall be kept at each party's office during the term of this Agreement. Said I records shall be made available to CITY or ID4 representatives upon request at any time during regular business hours. I 26. EXHIBITS. In the event of a conflict between the terms, conditions or specifications set forth in this Agreement and those in exhibits attached hereto, the terms, conditions, or specifications set forth in this Agreement shall prevail. All exhibits to which reference is made in this Agreement are I deemed incorporated in this Agreement, whether or not actually attached. I I Page 11 I IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be execm.ed,,the day and year first above written. "CITY" "ID4" BOB P~CE Mayor Title: By: Title: APPROVED AS TO CONTENT: APPROVED AS TO FORM: WATER ~SO~CES DEP~TMENT By: By: GE~ BOG~T Attorney for Water Resources M~ager APPROVED AS TO FORM: ROBERT M. S~Y Chief Assis~nt City Attorney ALAN D. DANIEL By: Assistant City Attorney COUNTERSIGNED: By: GREGORY J. KLIMKO Finance Director Sal: 11/09/98 I Page 12 I AGREEMENT NO. NORTHEAST BAKERSFIELD WATER SUPPLY AGREEMENT THIS AGREEMENT is made and entered into on , 19 by and between the CITY OF BAKERSFIELD, a Charter CITY and municipal corporation, ("CITY" herein) and CALIFORNIA WATER SERVICE COMPANY, a California public utility water corporation ("CAL WATER" herein). WHEREAS, CITY and CAL WATER have each been investigating the feasibility of providing water to areas in northeast Bakersfield that are not represented by organized water districts or purveyors; and WHEREAS, CAL WATER is currently engaged in purveying domestic water to, among others, residents and citizens within the CITY and desires to expand its service and augment its existing water service in the incorporated northeast Bakersfield system; and WHEREAS, it is currently CAL WATER and CITY's desire that CAL WATER provide high quality domestic water service using Kem River water to CITY residents in the Northeast Bakersfield area; and WHEREAS, on December 22, 1976, CITY acquired water dghts to the Kern River in order to meet the present and future needs of the citizens of Bakersfield; and WHEREAS, CITY and CAL WATER will cooperate and effect a project to achieve water service to the incorporated northeast Bakersfield area, termed the Northeast Water Supply Project (NEWSP), that will include a Kern River intake structure, settling/storage reservoirs, high and Iow lift pump stations, filtration plant and transmission and distribution pipelines all to be located within the area described as NEWSP; and WHEREAS, CITY has received bicycle path funding to extend the path from Alfred Harrell Highway to Paladino Drive along the alignment of the future Morning Drive and thus creating an opportunity to install water facilities coincidental with bicycle path construction; and -- Page I of 10 Pages -- WHEREAS, the County of Kern (COUNTY) owns the Kern River Regional Park, consisting of the Hart Memorial Park (HMP) unit, the California Living Museum (CALM), and Kern County Soccer Park (KSP) and COUNTY desires to improve water delivery services from the Kern River to these lands; and WHEREAS, CITY and COUNTY have entered into Operational Agreement No. ~ and a Non-exclusive Easement for Water Facilities that are incorporated by reference and attached as Exhibit "A", that grants right-of-ways and use of portions of the Kem River Regional Park to construct, operate and maintain facilities required for the NEWSP. NOW, THEREFORE, incorporating the foregoing recitals herein, it is mutually agreed as follows: 1. WATER SUPPLY. CITY will make available to CAL WATER a Kem River surface water supply to serve the needs of present and future CITY residents located in the area described as Northeast Bakersfield to include those lands within the area described herein as the NEWSP. The parties anticipate CITY will make available to CAL WATER up to ~ (Twelve Thousand) acre-feet per year to meet the initial needs of a newly constructed filtration plant. CITY is to provide additional water to meet future demands of the NEWSP filtration plant as projected on schedules provided in Exhibit "B". 2. AREA OF SERVICE. The NEWSP area of service for the supplying of high quality domestic water service shall be bounded on the north by the Kern River, on the east by Olcese Water District's boundary, on the south by East Niles Community Service District boundary, and to the west by the franchise service territory of CAL WATER that lies within the CITY limits. These boundaries may be changed by the mutual consent of both parties and may be adjusted for CITY annexations; however, CAL WATER understands the CITY will water hereunder will be delivered to CITY residences require supplied only within the incorporated boundaries of the CITY no matter what the specified boundaries described in this Agreement. Both parties acknowledge the water acquired hereunder by CAL WATER may be commingled with other waters at any time with the resulting goal that the water quality at all times shall meet or exceed all Federal, State, and local statutory and regulatory water quality standards, including, but not limited to, California Department of Health Services standards. A map showing the NEWSP area is attached hereto as Exhibit "C", and incorporated by reference as though fully set forth. 3. POINT OF DELIVERY AND MEASUREMENT. CITY shall make available to CAL WATER a Kern River water supply at the southerly end of the proposed settling basins, near CALM and KSP in Section 5 of T.29S./R.29E. Measuring devices shall be installed and maintained by CAL WATER, with approval of CITY, in accordance to industry standards as set by the American Water Works Association. -- Page 2 of 10 Pages -- 4. WATER FACILITIES. 4.1 The CITY will design, finance, construct, own and operate the Kern River diversion and intake works to meet normal seasonal demand of the Northeast Filtration Plant, including but not limited to: 4.1.1 Acquisition of land, right-of-ways or easements needed for diversion works and settling basins; 4.1.2 Kern River intake and Iow-lift pump station; 4.1.3 Canal from diversion works to raw water storage and settling reservoirs; 4.1.4 Settling reservoirs or pools; and 4.1.5 Turn-outs to HMP, KSP and CALM. 4.2 CAL WATER will design, finance, construct, own and operate the facilities that are needed to transport, purify and deliver water to NEWSP, including, but not limited to: 4.2.1 Acquisition of all land, easements or right-of-ways needed for construction and locating pipelines, filtration plants, pump stations and all works CAL WATER need for this may project; 4.2.2 High lift pump station and facility for metering supply delivered by CITY at southerly end of settling basins; 4.2.3 Intake pipeline from high lift pump station to filtration plant; 4.2.4 Filtration plant; 4.2.5 Transmission pipelines and facilities to provide retail delivery within NEWSP. Said transmission facilities may be funded under California Public Utilities Commission extension agreement rules. 4.3 Each party agrees to construct all the listed water facilities and put said facilities into operation within six (6) from the date this Agreement is executed. years 5. FAILURE TO CONSTRUCT. Each party to this Agreement will bear the cost and risk of constructing the water facilities listed for which each party is responsible as set forth in Section 4 of this Agreement. Under no circumstances shall either party pay for the construction of facilities which are to be constructed by the other. 6. PLACE OF USE. The water supplied by CITY to CAL WATER under this agreement shall be used by CAL WATER for the sole purpose of purification and distribution to residents of the CITY of Bakersfield in the NEWSP area. ! -- Page 3 of 10 Pages -- I 7. WATER QUALI'r~. CITY does not represent or guarantee the quality of the raw water which is subject of this Agreement. CAL WATER understands the water specified for delivery under this Agreement, as supplied from the Kern River, is untreated and not fit for human consumption as delivered. CAL WATER shall be solely responsible for testing said water and for any and all treatment which may be necessary to bring the water into conformity with all Federal, State and local domestic water quality requirements pdor to its delivery for domestic use. CITY shall not be responsible for the quality of water delivered by CAL WATER in any way or at any time and CAL WATER's failure to test or propedy treat the water is not the responsibility of CITY. By execution of this Agreement CAL WATER expressly waives any and all legal remedies against CITY, from the CITY's delivery of non-potable water to CAL WATER. CAL WATER shall indemnify, defend and hold CITY harmless from and against any and all claims from or against CAL WATER for failure to delivery water to domestic users pursuant to this Agreement in conformance with Federal, State and local domestic water quality requirements. CITY will provide timely notice to CAL WATER of contamination to the water delivered of which the CITY has actual knowledge. 8. COMP~:NS2~QON T_O~l'r~. To compensate CITY for CITY Kern River water delivered hereunder (except as otherwise provided herein), CAL WATER shall pay CITY Fifty-five _Dollars ($ 55J30_) per acre foot. The price is subject to annual adjustment on the basis of the January 1999 Producer Price Index for "All Commodities" published by the Bureau of Labor Statistics of the U. S. Department of Labor and first adjustment shall occur in January of the year following execution of this Agreement. The price as stated shall include all costs CITY may incur in pumping, exchange and storage fees in delivering Kern River water to CAL WATER high lift pump station metering point. Payment in full shall be made to CITY within thirty (30) days after mailing of an itemized invoice to CAL WATER. The due date on the invoice shall be clearly set forth and shall be thirty (30) days beyond the billing date. CITY shall bill CAL WATER for quantities delivered only after the water is actually delivered by CITY through the high lift pump station metedng facility. CAL WATER shall not assess or levy any charge of any kind or type to CITY for the delivery of said water. Failure to pay CITY in full within thirty (30) days of the due date shall subject CAL WATER to late fees. Reasonable late fee amounts (not to exceed 6% on unpaid balance) may be assessed by CITY and shall be paid by CAL WATER upon demand. At CITY's sole discretion, CITY may terminate this Agreement after notice and a sixty (60) day cure period for failure to pay ail charges assessed for water delivery and collect all past due sums and late fees. 9. CONSUMER WATERRATES. CAL WATER intends and will use its best efforts to continue with a single tadff water rate schedule for domestic water service to all its Bakersfield district customers. The single rate tariff would to customers in the apply existing system and in the NEWSP project area. CITY and CAL WATER understand and agree that CAL WATER's rates are currently subject to the jurisdiction and control of the California Public Utilities Commission (CPUC) and CAL WATER's rates will comply with decisions issued by the CPUC. -- Page 4 of 10 Pages -- 10. SPECIAL FACILITY FEE. CAL WATER special facility fees may be necessary to supplement the financing of the construction of facilities as listed in Section 4.2 of this Agreement. CAL WATER shall petition the CPUC to allow the imposition of special facility fees to new water service connections within the service territory of CAL WATER in its Bakersfield District and a differential fee structure to those properties connecting in the NEWSP. 11. ENVIRONMENTAL STUDIESDR_REV~. CITY shall be responsible at its sole cost for preparation of any environmental impact reviews or reports required under State and Federal law for the NEWSP. The environmental review will be provided for the project that includes, but is not necessarily limited to the Kem River intake structure, canal to settling basins, pipeline and conveyance facilities to Hart Park the settling basins or lagoons, pumping stations, raw water transmission pipes, filtration plant site and major trunk distribution mains. If available, CAL WATER may obtain copies of CITY treated water data otherwise available to the public. 12. ACCOUNTING RECORDS. CITY and CAL WATER shall maintain accurate records and other written documentation to all costs incurred in accounting pertaining performance of this Agreement. Such records and documentation shall be kept at each party's office dudng the term of this Agreement and said records shall be made available to CITY or CAL WATER representatives upon proper request. 13. ~. This Agreement shall not be assigned by any party, or any party substituted, without prior written consent of all the parties. 14. BINDING EFFECI. The dghts and obligations of this Agreement shall inure to the benefit of, and be binding upon, the parties to this Agreement and their heirs, administrators, executors, personal representatives, successors and assigns. 15. CITY INSURANCE. CITY represents it is self-insured and will, throughout the term of the this Agreement, maintain its self-insurance program. Currently the CITY is self-insured for One Million Dollars ($1,000,000) and carries additional coverage through an insurance pooling arrangement termed ACCELL. The amounts of this additional coverage may vary. CITY warrants that, at all times during the term of this Agreement, it shall have and maintain workers' compensation insurance in compliance with the Labor Code of the State of California. CITY shall supply documentation of its self-insurance program to CAL WATER upon request. 16. COMPLIANCE WITH ALL LAWS. In connection with the performance of its obligation under this Agreement, CAL WATER shall, at CAL WATER's sole cost, comply with all of the requirements of Municipal, State, and Federal authorities now in force, or which may hereafter be in force, pertaining to this Agreement, and shall faithfully observe in all activities relating to or growing out of this Agreement all Municipal ordinances and State and Federal statutes, rules or regulations now in force or which may hereafter be in force. -- Page 5 of 10 Pages -- 17. CONFIDENTIALITY. During the term of this Agreement, CAL WATER will be dealing with information of a legal and confidential nature, and such information could severely damage CITY if disclosed to outside parties. GAL WATER will not disclose to any person, directly or indirectly, either during the term of this Agreement or at any time thereafter, any such information or use such information other than as necessary in the of this Confidential information to CAL WATER under this course Agreement. given Agreement is the exclusive property of the CITY. Under no circumstances shall any such information or documents be removed from the CITY's offices without the CITY's pdor written consent. CITY is subject to the Public Records Act and cannot maintain confidential records unless allowed by said Act. CITY understands CAL WATER may, through the California Public Utilities Commission, be required to release documents. It shall not be a violation of this Agreement to release documents or information which are required by law to be public. 18. COI~ORATE AUTHORITY. Each individual executing this Agreement represents and warrants they are duly authorized to execute and deliver this Agreement on behalf of the corporation or organization, if any, named herein and this Agreement is binding upon said corporation or organization in accordance with its terms. 19. ~. This Agreement is effective upon execution. It is the product of negotiation and all parties are equally responsible for authorship of this Agreement. Section 1654 of the California Civil Code shall not apply to the interpretation of this Agreement. 20. ~. In the event of a conflict between the terms, conditions or specifications set forth in this Agreement and those in exhibits attached hereto, the terms, conditions, or specifications set forth in this Agreement shall prevail. All exhibits to which reference is made in this Agreement are deemed incorporated in this Agreement, whether or not actually attached. Any pertaining any arising under, or growing 21. lawsuit to matter out of, this Agreement shall be instituted in Kern County, California. 22. ~N ON£1ABILLTIES~NI~NDEM ~ CATION. 22.1 Neither party shall be liable to the other party for any loss, damage, liability, claim or cause of action for damage to or destruction of property or for injury to or death of persons adsing solely from any act or omission of the other party's officers, council, directors, agents or employees. 22.2 CITY and CAL WATER agree to indemnify and hold each other harmless from any and all claims, demands, liabilities, losses or causes of action which arise by virtue of its own acts or omissions -- Page 6 of 10 Pages -- (either directly or through or by its agents, council, directors, officers, or employees) to such extent and in such part as the respective parties are found by reason of law to have proximately caused the injury or damage. 22.3 The party against whom any claim arising from any subject matter of this is filed shall notice of the filing of the Agreement give prompt claim to the other party. 23. IND~P_ENDENT CONTRACTOR. CAL WATER shall not become or be deemed a partner or joint venturer with CITY or associate in any relationship with CAL WATER by reason of the provisions of this Agreement other than specified herein. CAL WATER shall not, for any purpose, be considered an agent, officer or employee of CITY in regard to this Agreement. 24. ~. GAL WATER shall procure and maintain for the duration of this Agreement the following types and limits of insurance ("basic insurance requirements" herein): 24.1 Automobile liability, insurance, providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than One Million Dollars ($1,000,000) per occurrence; and the policy shall: I 24.1.1 Provide coverage for owned, non-owned and hired autos. 24.1.2 Contain an additional insured endorsement in favor of the CITY, its mayor, council, officers, agents, employees and designated volunteers. 24.2 Broad form commeyc, Jal general_liability, providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than One Million Dollars ($1,000,000) per occurrence; and the policy shall: 24.2.1 Provide contractual liability coverage for the terms of this Agreement. 24.2.2 Contain an additional insured endorsement in favor of the CITY, its mayor, council, officers, agents, employees and designated volunteers. -- Page 7 of 10 Pages -- 24.3 Workers' compensation insurance, as required or permitted by California state law. All policies required of CAL WATER shall be primary insurance as to the CITY, its mayor, council, officers, agents, employees, or designated volunteers and any insurance or self- insurance maintained by the CITY, its council, officers, agents, employees, and mayor, designated volunteers shall be excess of the CAL WATER's insurance and shall not contribute with it. Insurance is to be placed with insurers with a Bests' rating of no less than A:VII. Any deductibles, self-insured retentions or insurance in lesser amounts, or lack of certain types of insurance otherwise required by this Agreement, or insurance rated below Bests' A:VII, must be declared pdor to execution of this Agreement and approved by the CITY in wdting. All policies shall contain an endorsement providing the CITY with thirty (30) days written notice of cancellation or material change in policy language or terms. All policies shall provide that there shall be continuing liability thereon, notwithstanding any recovery on any policy. The insurance required hereunder shall be maintained until all work required to be performed by this Agreement is satisfactorily completed as evidenced by wdtten acceptance by the CITY. CAL WATER shall furnish the City Risk Manager with a certificate of insurance and required endorsements evidencing the insurance required. CAL WATER shall provide CITY with certificates of insurance and endorsements required prior to the execution of this Agreement. Unless otherwise approved by the CITY, if any part of the work under this Agreement is subcontracted, the "basic insurance requirements" set forth above shall be provided by, or on behalf of, all subcontractors even if the CITY has approved lesser insurance requirements for CAL WATER. 25. AND MODIF_ICATJON. This Agreement sets forth the entire MERGER Agreement between the parties and supersedes all other oral or written representations. Its terms are intended by the parties as a final expression of their agreement with respect to such terms as are included herein and may not be contradicted by evidence of any pdor agreement or contemporaneous oral agreement. The parties further intend this Agreement constitutes the complete and exclusive statement of its terms and no extrinsic evidence whatsoever may be introduced in any judicial or arbitration proceeding involving this Agreement. This Agreement may be modified only in a writing approved by the CITY Council and signed by all the parties. -- Page 8 of 10 Pages -- 26. NON-INTEREST. No officer or employee of the CITY shall hold any interest in this Agreement (California Government Code section 1090). 27. NO_TJCES. All notices relative to this Agreement shall be given in wdting and shall be personally served or sent by certified or registered mail and be effective upon actual personal service or depositing in the United States mail. The parties shall be addressed as follows, or at any other address designated by notice: CITY: CITY Of BAKERSFIELD CITY Hall 1501 Truxtun Avenue Bakersfield, California, 93301 CAL WATER: CALIFORNIA WATER SERVICE COMPANY 1720 North First Street San Jose, CA 95112-4598 28. POSSESSORY INTEREST TAXES. CAL WATER's interest hereunder may be subject to property taxation and CAL WATER, as a party in whom a possessing interest is vested, may be subject to the payment of property taxes levied on such interest, and shall pay all such possessory interest taxes. 29. In event a by any party to PRE-J U DGM E NT JNTERESI. the of default this Agreement, the non-defaulting party shall be allowed to recover interest on all damages at' the legal rate from the date of the breach. 30. TAX NUMBERS. CAL WATER's Federal Tax Identification No. 94-_~. CAL WATER is a corporation? Yes __X__. No (Please check one.) 3t. TERM. This Agreement shall commence upon date of execution and terminate on December 31, 2022 unless sooner terminated as herein provided. This Agreement will automatically renew for an additional term of ten (10) years unless either party provides wdtten notice within 180 days of termination date. 32, TIME, Time is of the essence in this Agreement. 33. WAIVER OF DEFAULT. The failure of any party to enforce against another a provision of this Agreement shall not constitute a waiver of that party's right to enforce such a provision at a later time, and shall not serve to vary the terms of this Agreement. -- Page 9 of 10 Pages -- I IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be I executed, the day and year first-above written. i "CITY" "CAL WATER" CITY OF BAKERSFIELD CALIFORNIA WATER SERVICE I COMPANY I By: By: BOB PRICE, Mayor i Title:__~resJd~t By: I APPROVED AS TO CONTENT: WATER RESOURCES DEPARTMENT Title: Co~e,~ecretary ! I By: GENE BOGART Water Resources Manager I APPROVED AS TO FORM: I OFFICE OF THE CITY ATTORNEY I By: I ROBERT M. SHERFY Chief Assistant City Attorney I COUNTERSIGNED: I By: GREGORY J, KLIMKO I Finance Director i Attachments: Exhibit "A", Exhibit "B", Exhibit "C" I ADD:dlr T:\WateACalWaterNWS P.2.wpd December 14, 1998 I-- Page 10 of 10 Pages -- Kern County I ! AGREEMENT NO. 9 8 ' 224: OPERATIONAL AGREEMENT i NORTHEAST WATER SUPPLY PROJECT THIS OPERATIONAL AGREEMENT, is made and entered into this /3-:/~ day of I ...~'c?o/'er,~ ~e'/' , 1998, by and between the CITY OF BAKERSFIELD, a municipal corporation and charter city ("CITY" herein), and the COUNTY OF KERN, a political subdivision I of the State of California ("COUNTY" herein), RECITALS I WHEREAS, CITY and CALIFORNIA WATER SERVICE COMPANY ("CAL WATER" herein) are cooperating to develop water service to CITY residents in the northeast Bakersfield area, I and i WHEREAS, COUNTY leases property to the COUNTY BOARD OF EDUCATION for the benefit of CALIFORNIA LIVING MUSEUM ("CALM" herein) for non-profit purposes; and I WHEREAS, COUNTY AND CALM see benefits to both parties in developing the northeast water supply as set forth in this Agreement and in cooperating with the CITY and CAL WATER in granting easements for its development; and I WHEREAS, the water facilities to be constructed include, but are not limited to, access, diversion works, headworks, headgates, pump stations, canals, water storage facilities, settling I or ponds, turnouts, pipelines, filtration plants, and other related facilities ("Water reservoirs Facilities" herein); and I WHEREAS, CAL WATER is currently engaged in purveying domestic water to, among others, residents and citizens within the CITY's incorporated area; and I WHEREAS, that portion of the Kem River County Park, owned by the COUNTY consisting of CALM, Kern County Soccer Park, and Hart Memorial Park would benefit from an improved I water delivery service from the Kern River; and WHEREAS, CITY and CAL WATER desire to cooperate and effect a project to provide I high quality domestic water service Kern River water to residents and citizens of the CITY in using the northeast Bakersfield area. I NOW, THEREFORE, incorporating the foregoing recitals herein, CITY and COUNTY mutually agree as follows: I Page 1 of 5 I 1. OWNERSHIP OF WATER. CITY shall own all water diverted into the Transfer Facilities which shall start with the Kern River intake or headworks, except for water diverted for COUNTY use under the existing March 17, 1934 agreement. CITY may sell or otherwise put its water to beneficial use. Notwithstanding the foregoing, the existing March 17, 1934 agreement for supplying water to Hart Memorial Park shall remain in full force and effect and shall not be modified by this Agreement. In addition, CITY agrees to provide to County (at no cost) up to a maximum of 648 acre feet of City water annually for use on County property which is currently under lease to CALM and the Kern County Soccer Foundation, in addition to water diverted under the March 17, 1934 agreement. 2. OPERATION. AND..MAINTENANCE. CITY shall be responsible for the design, construction, operation and maintenance of the new Kern River intake structure, low-lift pump station, pipelines connecting CITY's facilities, canal and raw water storage reservoirs and settling ponds, including the turnouts (head gates) to Hart Memorial Park, the Kern County Soccer Park and CALM, and the required service roads and security fencing. CITY shall maintain a minimum of 150 feet of unobstructed public access paralleling the south shoreline of the Kern River (as measured from the mean high water mark) to allow public access to and along the Kern River. Notwithstanding the foregoing, CITY may preclude public access to the Kern River along the length of the intake structure (for public safety reasons). Portions of the intake structure may encroach south of the mean high water mark, however, unobstructed public access along the south side of the intake structure shall be at least 150 feet in width. CITY shall provide suitable screening of the Kern River intake structure, including but not limited to, native vegetation, trees, berms and other landscapes that compliment the natural surrounding. Under CITY's direction and control, CAL WATER shall be responsible for the design, construction, operation and maintenance of the high-lift pump station and metering facility, pipelines connecting to CAL WATER's facilities located at the south end of the future reservoir sites. Neither COUNTY, the Kern County Soccer Foundation or CALM will have maintenance, repair, or operation responsibility of any kind or nature concerning the Water Facilities, including without limitation, all electrical costs associated with the operations of the low and high-lift pump stations. 3. RECORDS AND SCHEDULING. CITY shall maintain records 0fall water diverted via Water Facilities head works. All water to be diverted shall be scheduled Twenty-four (24) hours in advance through the CITY Water Dispatcher. CITY, as owner and operator of the head works, shall have sole control of same. Notwithstanding the foregoing, CITY will provide such water as COUNTY is entitled to in Section 1 hereof, on an uninterrupted basis (except for circumstances beyond CITY's control) unless notified to the contrary by COUNTY. 4. TERM. The term of this Agreement shall commence the day and year first-above written and the same shall continue thereafter in full force and effect unless terminated. This Ag,reement terminates if the easement reverts to the COUNTY for failure to engage in the uses specified therein. 5. ASSIGNMENT. This Agreement shall not be assigned by any party, or any party substituted, without prior written consent of all the parties. Page 2 of 5 6. BINDING EFFECT. The rights and obligations of this Agreement shall inure to the benefit of, and be binding the parties to the Agreement and their heirs, administrators, executors, upon, personal representative, successors and assigns. 7. CITY INSURANCE. CITY, in order to protect COUNTY, its governing board, commissions, officers, agents and employees against all claims and expense for death, injury, loss, or damage as a result of CITY's use of and activities on the premises or in connection therewith, shall secure and maintain in force during the life of the Agreement and covering all of CITY's operations and activities on the premises, the following insurance: CITY represents it is self-insured with certain excess coverage and will, throughout the term of this Agreement, maintain self-insurance limits of One Million Dollars ($1,000,000) with a minimum of excess insurance to Ten Million Dollars ($10,000,000). CITY warrants that, coverage at all times during the term of this Agreement, it shall have and maintain worker's compensation insurance in compliance with the Labor Code of the State of California, 8. JOINT LIMITATION ON LIABILITIES AND INDEMNIFICATION. 8.1 No party shall be liable to any other party for any loss, damage, liability, claim or cause of action for damage to or destruction of property or for injury to or death of persons arising solely from any act or omission of any other party's officers agents or employees. 8.2 CITY and COUNTY agree to indemnify, defend and hold each other harmless from any and all claims, demands liabilities, losses or causes of action which result from its own acts or omissions (either directly or through or by its agents, officers, or employees) to such extent and in such part as the respective parties are found by reason of law to have proximately caused the injury or damage. 8.3 The party against whom any claim arising from any subject matter of this Agreement is filed shall give prompt notice of the filing of the claim to all other parties. 9. CORPORATE AUTHORITY. Each individual executing this Agreement represents and warrants they are duly authorized to execute and deliver this Agreement on behalf of the corporation or organization, if any, named herein and this Agreement is binding upon said corporation or organization in accordance with its terms. 10. EXECUTION. This Agreement is effective upon execution. It is the product of negotiation parties are equally responsible for authorship Agreement. Section 1654 and all of this of the California Civil Code shall not apply to the interpretation of this Agreement. 11. EXHIBITS. In the event of a conflict between the terms, conditions or specifications set forth in this Agreement and those in exhibits attached hereto, the terms, conditions, or specifications set Page 3 of 5 I forth in this Agreement shall prevail. All exhibits to which reference is made in this Agreement are deemed incorporated in this Agreement, whether or not actually attached. 12. FORUM, Any lawsuit pertaining to any matter arising under, or growing out of this Agreement shall be instituted in Kern County, California. 13. MERGER AND MODIFICATION. This Agreement sets forth the entire Agreement between the parties and supersedes all other oral or written representations. This Agreement may be modified only in a writing approved by the Kern County Board of Supervisors the CITY and Council. 14. N.ON-!N.TEREST. No officer or employee of the CITY shall hold any interest in this Agreement (California Government Code section 1090). 15. NOTICES. All notices relative to this Agreement shall be given in writing and shall be personally served or sent by certified or registered mail and be effective upon actual personal service or depositing in the United States mail. The parties shall be addressed as follows, or at any other address designated by notice: CITY: CITY OF BAKERSFIELD Water Resources Dept. 1000 Buena Vista Road Bakersfield, CA 93311 ' I COUNTY: County of Kern Parks and Recreation Dept. 1110 Golden State Ave. Bakersfield, CA 93301 · 16. WAIVER OF DEFAULT. The failure of any party to enforce against another a provision of this Agreement shall not constitute a waiver of that party's right to enforce such a provision at a later time, and shall not serve to vary the terms of this Agreement. I- /// ! III I I /// I Page 4 of 5 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed, the day and year first-above written. "CITY" "COUNTY" OF.,BAKEI~S,FIELD C~JI~F KERN By '~"V/ By '"~-~% ~.I~. BOB PRICE, Mayor PETE H. PARRA,Chairman, Board of Supervisors APPROVED AS TO CONTENT: APPROVED AS TO CONTENT: By GE~~E B~~R By ~/~,~. ~~a-q7-,~' ROBERT D. ADDISON, Director Watqr Resources Manager APPROVED AS TO FORM: APPROVED AS TO CONTENT: OFFICE OF THE CITY ATTORNEY COUNTY ADMINISTRATIVE OFFICE J / ALAN' D"DANIEL <~"~-& WILLIAM A.~3/ILB.I. NKS, Assistai:,! Assistant City Attorney County Administrative Officer for General Services COUNTERSIGNED: APPROVED AS TO FORM: ~~~o~J. KLIMKO By ~.~~~~ ~~ance Director BRUCE DIVELBISS, Deputy I I I Page 5 of 5 · James Haples.Assessor-Recorder JASON Kern County Of f ici a I Records Pages: DO(:UNENT #:01981:5248:5 9/29/1998 I CITY OF BAKERSFIELD Taxes. PROPERTY MANAGEMENT DEPT. ,omst324ea, Other 1501 TRUXTUN AVENUE TOTAL I BAKERSFIELD, CA 93301 PAID Stat. Types:l I Portion of Assessor's Parcel No. 386-030-17 Space above for Recorder's use I N ON-EXCLUSIVE EASEMENT FOR WATER FACILITIES AND ACCESS t~ 9 FOR VALUABLE CONSIDERATION, receipt of.which is hereby acknowledged, the COUNTY I OF KERN, a political subdivision of the State of California ("County") hereby grants to the CITY OF BAKERSFIELD, a municipal corporation and charter city ("City"), upon condition that the City engages in the described uses of the property, a non-exclusive easement to lay, remove, construct, operate, I maintain, repair, reconstruct, or change the size of electrical facilities, diversion works, head works, head gates, settling reservoirs or ponds, pump stations, canals, water storage facilities and the pertinent and nefiessary surface and subsurface structures, fittings, and other equipment, with the right of ingress and I egress thereto, in, under, across, over and upon those parcels of land described in Exhibit "A" as Parcel No. I, Parcel No. 2 and Parcel No. 3 and shown on the drawing entitled "Figure I", all of which are attached hereto and incorporated herein by this reference. City shall maintain 150 feet of unobstructed I public access paralleling the Kern River as measured from the mean high water mark or the south side of any intake structure on the southern side of the Kern River. City may prevent access to any intake structure built by City. The design, construction and maintenance of the water facilities shall I compliment the natural park setting of Kern River County Park. Ail construction plans must be approved in advance by County. County shall have a 60 day period in which to review and comment on the plans. The plans shall be deemed approved if County does not respond within 60 days of County's receipt of I the plans. The rights conveyed hereunder are subject to the provisions of the 1974 Quitclaim Deed recorded in the County of Kern at Book 4847 Page 1882, whereby the State of California transferred title to the property described in Exhibit "A"' to the County of Kern, including the restriction therein that the I property be used "...only for park and recreation purposes...". In the event the City fails to use the easement for any of the stated purposes for a period of two (2) years, I all rights conveyed hereunder shall automatically revert to the County, who shall be immediately entitled to exclusive possession of the premises. In the event of such reversion, City shall restore the property encumbered by the easement to its original condition, or as near thereto as is reasonably possible, unless I directed otherwise by County. IN WITNESS WHEREOF, COUNTY executes this easement on: I , ~~.~ ~ cznalrman, tsoaro oI bupervisors I "County" I CITY OF BAKERSFIELD RESERVOIR EASEMENT PARCEL NO. 1 portion 5, Township 29 South, Range East, MDB&M, County All that of Section 29 Of Kern, State of California, being a parcel of land described as: Commencing at the Northwest comer of the Southwest quarter of said Section; THENCE (1) South 0° 39' 47" East, along the West line of said Southwest quarter, a distance of 433.02 feet to the centerline of County Road No. 2239 as shown on Map 9P1KRPlaM5, on file in the Kern County Surveyors office; THENCE (2) South 65° 07' 49" East, along said centedine, a distance of 414.81 feet, to the centerline of the future extension of Morning Drive; THENCE (3) North 42° 19' 44" East, along said extension, a distance of 800.00 feet; THENCE (4) South 47° 40' 16" East, a distance of 55.00 feet to the easterly right-of-way of the future extension of Morning Drive; THENCE (5) North 42° 19' 44" East, a distance of 886.31 feet, to Lease Corner No. 7 as identified on said Map 9P1KRPlaM5; THENCE (6) South 70° 28' 33" East, a distance of 37.97 feet, to the true point of beginning; THENCE (7) South 70° 28' East, a distance of 1265.89 feet, to Lease Corner No. 6; 33" THENCE (8) From a tangent which bears Nodh 83° 02' 16" East, easterly along a curve, concave southerly, having a radius of 1800 feet, through a central angle of 7° 57' 28", an arc length of 250.00 feet; THENCE (9) Nodh 00° 59' 44" East, 70.00' to the beginning of a curve; THENCE (10) From a tangent which bears South 89° 00' 16" East, easterly along a curve, concave southerly, having a radius of 1870 feet, through a central angle of 9° 11' 31", an arc length of 300.00 feet; THENCE (11) South 10° 11' 15" West, 140.00 feet; THENCE (12) South 78° 32' 18" West, 963.45 feet; THENCE (13) North 70° 28' 33" West, 400.00 feet; THENCE South 72° 18' 35" West, 1096.91 feet; (14) THENCE (15) North 47° 40' 16" West, 125.00 feet, to a point located 35.00 feet from the easterly right-of-way of the future extension of Morning Drive; THENCE (16) North 42° 19' 44" East, 1101.03 feet, on a line that is 35.00 feet easterly of an parallel to the easterly right-of-way of the future extension of Morning Drive, to the True Point of Beginning. Containing 20.65 acres more or less. g;T~x,3~ 19(:j~,~ O(:~Oln:~l 1,doc EXHIBIT "A" CITY OF BAKERSFIELD ACCESS ROAD EASEMENT PARCEL NO. 2 All that portion of Section 5, Township 29 South, Range 29 East, MDB&M, County of Kern, State of California, being a parcel of land, more particularly described as follows: A 24 foot wide easement for the construction and operation of an access road, commencing at the entrance to the Ca. lifomia Living Museum at County Road NO. 2239; THENCE (1) Following existing and new road alignments northwesterly to the base of the bluff, and then continuing westedy along the base of the bluff, northerly of the Bike Path, and northerly and eastedy of the Lease Line for the California Living Museum, to a point on the southwest comer of Parcel No. 1, an approximate length of 2230 feet. Containing 1.2 acres more or less. ! ":--'~'~--'~'~'~'~ EXHIBIT "A" ' ,I CITY OF BAKERSFIELD I PIPE LINE EASEMENT PARCEL NO. 3 I All that portion of Section 5, Township 29 South, Range 29 East, MDB&M, County of Kern, State of California, being a parcel of land described as: I Commencing at the Northwest corner of the Southwest quarter of said Section; THENCE (1) South 0° 39' 47" East, along the West line of said Southwest quarter, a distance of I 433.02 feet to the centerline of County Road No. 2239 as shown on Map 9P1KRPlaM5, on file in the Kern County Surveyors office; I THENCE (2) South 65° 07' 49" East, along said centerline, a distance of 414.81 feet, to the centerline of the future extension of Morning Drive; I THENCE (3) North 42° 19' 44" East, along said extension, a distance of 600.00 feet; THENCE (4) South 47° 40' 16" East, a distance of 80.00 feet to the easterly right-of-way of the future extension of Morning Drive also being the true point of beginning: I THENCE (5) continuing South 47° 40' 16" East, a distance of 136.36 feet; I THENCE (6) South 42° 19' 44" West, a distance of 290.03 feet, to a point on the northerly right- of-way of County Road 2239 (Alfred Harrell Highway); I T HENCE (7) along said right-of-way line North 47° 39' 26" West, a distance of 136.36 feet; THENCE (8) North 42° 19' 44" East, a distance of 290.00 feet to the true point beginning. I Containing 0.91 acres more or less. ! ~ TRUE POINT OF S 70' 28' 33' E 37.97' N O' 59'44' E ?0o00° CURVE NO. 1 ............ ~.- r ~' ~' ..................... ,- ~o' ~'^: ~. ~. ~- ...... L -, ~.~.00' 1570' ............... : .............. ? - m . .'.'.'.'.'.'.'.'.'.'.'.i~ 'd6.' '1'.'.'.'.'.'.'.'.'.'-'.'.'.'. · · · T~. X ............. '.~R~ .- 20.C~5 ^¢.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ....$ ~. -_ · .....................................................................~.~.~.~.~.~.~.~.~.~.~.~ i ' ' ' . .... ... ................ .-....i.i.i-i.i .............................................. ......... $ 10' 11° ................ 140.00' '. '1~, .00~'.' Exp. Date ~ *~/~.! PARCEL NO. 3 PARCEL NO. 2 AREA ,- 0.91 AC. N~PROX~UATE LOCA3X)N O~ PROPOSED 24' .N~C~SS ROAD LENGTH -, 2230' + AREA- 1.2-,kC. Kennedy/Jenks Consultonts il]~. CITY OF BAKERSFIELD RESERVOIR, ACCESS & PIPELINE EASEMENT _ P.,~ MAP ~4~0~.00 4951 CERTIFICATE OF ACCEPTANCE THIS IS TO CERTIFY that the interest in real property conveyed by the deed or grant dated September ,15, 1998 from County of Kern, to the City of Bakersfield, a political corporation and/or governmental agency is hereby accepted by order of the Council of the City of Bakersfield on September 23, 1998, and the grantee consents to recordation thereof by its duly authorized officer. DATED: September 25, 1998 By: :, 'i BOB PRICE Mayor of the City of Bakersfield ! IEX H I BIT Proposed Plan of Deliver~ of I City of Bakersfield's Kern River Water to California Water Service Company for Northeast Bakersfield Water Filtration Plant I The City of Bakersfield ("CITY") Kern River water supplies vary in quantity fi.om year to year. I Thus, the Miscellaneous Water supplies to City available the for diversion to California Water Service Company's ("CAL WATER") filtration plant will fluctuate on an annual basis. I An analysis of the annual water supplies that will be made available to CAL WATER was performed utilizing historical data and review of CITY water right yields. I CITY: I 1.) Honor all presently existing agreements, contracts or documents referring to provisions to supply Kern River water; I 2.) Best use its acquired surface storage reservoir to maximize conservation of space miscellaneous water for filtration plant deliveries; 3.) Operate its "2800 Acres" banking and extraction facility to supplement Kern River flows I during critically "dry" conditions to provide minimum base flows to filtration plant; 4.) Formulate exchanges or trades of water supplies in anticipation of annual shortages of CITY i miscellaneous water; 5.) Exercise the provisions of certain contracts for priority use of Kern River water within CITY boundaries and on CITY properties. I CAL WATER: I 1 .) Determine a ramp up timetable for the filtration plant initial annual delivery requirement and expansion to full build-out; 2.) Project annual delivery schedule required to meet filtration plant requirements including I demands for maximum and minimum month & maximum and minimum day; 3.) Limit take to filtration plant in critically "dry" years to amount necessary to serve only the i new customers in the immediate vicinity of the filtration plant; 4.) Optimize use of alternative water supply sources, both treated surface and groundwater resources, in years of critically dry or low flows on the Kern River; I 5.) USe best efforts to regulate receiving Kern River waters into its system to minimize peaks and dips in flows. I I I I Projected Annual Delivery Schedules i The delivery schedules are developed to quantify projected water deliveries ,for the NEWSP under various hydrologic conditions on the Kern River. CITY will attempt to deliver the water in conformance with the Normal Delivery where practical and at the ability and convenience of the I CITY. However, CITY may deliver pursuant to the Critically Dry or Maximum Delivery schedules as conditions warrant. I 1.) NORMAL DELIVERY I PLANT MAXIMUM PEAK MINIMUM MINIMUM ANNUAL YEAR CAPACITY MONTH FLOW MONTH FLOW TOTAL (MGO) (Ag) (CFS) (AF) (C~S) I 2002 10 1,000 15.5 1,000 15.5 12,000 2007 20 1,900 31 1,900 31 22,800 I 2012 40 3,700 62 1,900 31 29,500 I 2017 60 5,500 93 1,900 31 39,600 I I 2.) CRITICALLY DRY DELIVERY PLANT MAXIMUM PEAK MINIMUM MINIMUM ANNUAL I YEAR CAPACITY MONTH FLOW MONTH FLOW TOTAL (MGD) (AF) (CFS) (AF) (CFS) (AF) 2002 10 300 5 200 3.5 4,500 I 2007 20 500 8 300 5 4,500 I 2012 40 1,500 25 500 8 10,525 i 2017 60 2,000 35 625 10.5 13,825 I I I I I3.) MAXIMUM DELIVERY I PLANT MAXIMUM PEAK MINIMUM MINIMUM ANNUAL YEAR CAPACITY MONTH FLOW MONTH FLOW TOTAL I (MGD) (AF) (CFS) (AF) (CFS) (AF) 2002 10 1,000 15.5 1,000 15.5 12,000 I 2007 20 1,900 31 1,900 31 22,800 I 2012 40 3,700 62 2,500 42 37,200 2017 60 5,500 93 3,500 59 54,000 I If CAL WATER desires to vary its delivery schedule, it may do so by submitting a revised I schedule to CITY no later than February 1 of the year for which CAL WATER desires to vary schedule. CITY shall review and advise CAL WATER of approval of revised schedule for that remaining year by March 1 of that year. CITY will make reasonable efforts to deliver the water I according to the approved revised schedules. The inability of CAL WATER to accept water when tendered by CITY under schedules herein shall be deemed to be water delivered under I terms of this Agreement. I I I I I I 3 I I ·::::::::::i:::::::::::::::::::~i~:~i~:E:E:~:EEE:i.~:~:~:~:i:~:~:~:~:~:~:~:i:i:~:~i:i:~:~:ii:~:~ Calfomia Water Service Co. ~ Olcese WD Service Area Service Area Outside City Limits East Niles Service Area Water Supply Project Area Exhibit "C" I I I I I I I I I ITEM 8).E. I VERBAL REPORT ON THE STATUS OF THE WASTEWATER PLANT N° 2 PROPERTY ACQUISITION. I I I I I 1 I I I The Water Board regular meetings are set for Wednesdays at 4:30pm, held at the Water Resources Building Conference Room, located at "One Thousand" Buena Vista Road, Bakersfield, CA, 93311. Below is listed the tentative regular scheduled meeting dates for 1999 to consider at the February 17th, 1999 meeting. February 17, 1999 April 21, 1999 June 23, 1999 August 18, 1999 October 13, 1999 December 8, 1999 If emergency business or action is required there will be Special Meetings called as needed. Notice of Cancellation of any scheduled meetings will be issued. S :\WBMINUTES 1999\WBSCHD99 ITEM 11).A. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION. CLOSED SESSION PURSUANT TO GOVERNMENT CODE SECTION 54956.9(a) KERN DELTA WATER DISTRICT vs NORTH KERN WATER STORAGE DISTRICT, et al., TULARE COUNTY SUPERIOR COURT CASE No. 96-172919.