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RESULTS <br />WELL <br />TEST <br />RPM <br />GPMP <br />ADMINISTRATION CODE AND SHALL <br />2000 <br />1774 <br />149' <br />1800 <br />1543 <br />132' <br />1600 <br />1217 <br />114' <br />1400 <br />854 <br />92' <br />1300 <br />623 <br />78.5' <br />4"LREL <br />ACCESS PLUG <br />12" WELL CAP <br />CONCRETE BASE :6 1. <br />0' <br />SLOPE GROUND AROUND BASE <br />TO DRAIN AWAY FROM PUMP <br />NO. <br />SCHEDULE 40 STEEL <br />DROP PIPE <br />0'-100' CONCRETE SEAL <br />0'-205' 12" x 3/16" <br />STEEL CASING <br />—100' <br />100'-205' GRAVEL PACK <br />163'-203' FULL—FLO <br />PERFORATIONS <br />—205' <br />DESCRIPTION <br />24" ACCESS TANK CAPACITY: <br />MANHOLE I I 125 PSI WORKII` <br />SCREENED AND INVERTED VACUUM <br />RELIEF (SNIFTER VALVE) <br />3/4" DIA. PIPING; 3' MIN. ABOVE <br />CONC. SLAB GRADE <br />GATE VALVE <br />3/8" BALL VALVE COPPER s• <br />TUBING DISCHARGE <br />7 <br />36" MIN. 24" MIN. <br />Ir r <br />14" 12" " <br />SPOOL SPOOL <br />�4" WELD NE •' <br />ul <br />FLANGE 150 PSI ., <br />>• FUTURE METER <br />' LOCATION <br />e. s r <br />i � <br />FINISH GRADE <br />— i a. <br />• ! y• <br />I' SPRING AND LEVER ACTUATED PIPE SUPPORTS PER <br />KENNEDY #106 LS OR APPROVED MANUFACTURER'S <br />EQUAL RECOMMENDATIONS SECTION VIEW <br />AND WHERE NEEDED NOT TO SCALE <br />°PVC <br />I E <br />ITY SHALL MEET TITLE 22 OF THE <br />GRAVEL <br />°BASIN <br />ADMINISTRATION CODE AND SHALL <br />° <br />FILL PIPE WATER SYSTEM SPECIFICATIONS <br />FI <br />TERIOLOGICAL TEST, WHEN SYSTEM <br />FFCALIFORNIA <br />A. WELL DEVELOPMENT <br />Y HEALTH DEPARTMENT REGULATIONS) <br />1. This work shall consist of completing well head in accordance with <br />all applicable State of California and San Joaquin County Public <br />° <br />Health regulations and shall include concrete base and 12" well cap. <br />— 43' STANDING LEVEL B. PUMP & ACCESSORIES <br />> <br />— 48' STATIC LEVEL 1. This work shall include all labor, materials, tools, and <br />services necessary to furnish and install one deep well <br />submersible pump, piping and electrical controls as shown on the <br />:°° <br />— 60' CALCULATED plans or as specified herein; it shall also include furnishing <br />DRAWDOWN ® shop drawings, testing and operation services. <br />250 GPM PUMP RA 2. Pump - Provide pump with motor (30 horsepower, 3 phase 60 <br />cycle, 480 Volt) which shall supply a minimum domestic <br />flow of 250 GPM at 245' Total Dynamic Head (TDH). Pressure <br />shall range between a minimum of 35 psig and a maximum of 80 <br />° <br />psig. Contractor shall submit specifications for approval of <br />the proposed pump and motor to meet flow and pressure <br />requirements. <br />3. Control equipment - The control equipment shall include all <br />necessary relays and timing devices to control the system with <br />the required pressure range and to provide the required flow. <br />C. PIPE, VALVES AND FITTINGS <br />1. All piping shall conform to either American Water Works <br />D . <br />Association (AWWA) Designations C201 or C202. Field welding <br />shall be performed in accordance with the specifications of <br />AWWA Designation C206. After pipe has been fabricated and <br />welded into lengths, it shall be thoroughly cleaned of dirt, <br />° <br />oil, grease, loose scale and other foreign material. The <br />interior surfaces of welded steel pipe shall be cleaned, <br />primed, and wrapped with bonded asbestos felt wrapper in <br />accordance with specifications of AWWA Designation C203. <br />' <br />2. All gate valves shall be equal to Kennedy AWWA gate valve with <br />±100' PUMP non -rising stem, iron doby, bronze mounted gate valve with <br />SETTING 0 -ring seals. The gate valve shall have a working pressure of <br />200 psi. <br />3. Check valve shall be Kennedy 125 pound Iron Body Swing Check <br />valve with lever and spring operation. The check valve shall <br />be equipped with flange ends. <br />4. Pipe coupling shall be a Dresser Type equalling or exceeding <br />AWWA specifications governing such fittings, with a minimum <br />working pressure rating of 150 psi. <br />5. Flow meters shall be Sensus Meter or approved equal. <br />D. PRESSURE TANK <br />1. Water tank shall have a minimum capacity of 2,500 gallons, <br />a working pressure of 125 psi and have a code stamp. <br />It shall be fabricated from hot -rolled, carbon steel <br />sheets or plates, conforming to the requirements of the latest <br />revision of ASTM Designation A570 GRADE C, D or E. Plates <br />shall conform to the requirements of ASTM Designation A283, <br />GRADE B or C. tank wall shall be lined with primer consisting <br />of processed coal tar pitch and refined coal tar oils only, <br />blended to produce a liquid coating which shall be sprayed to <br />the metal providing a bond between the metal and the <br />subsequent coating of coal tar enamel. The coal tar lining <br />shall be a minimum in thickness of 3/32 of an inch. All coal <br />tar products shall meet all requirements of AWWA and the State <br />Department of Health. The exterior of the tank shall have two <br />(2) coats of TNEMEC #1009 "Gray Primer". <br />Provide No. 610 crane water glass gage 5/8" x 36" glass. <br />Provide standard manhole access at end of water tank. <br />Supporting piers shall be constructed with concrete, having a <br />minimum 28 -day compressive strength of 2500 psi. Reinforcement <br />shall be intermediate grade steel conforming to ASTM 615, <br />GRADE 40. 0 <br />I <br />E. ELECTRICAL iv <br />1. All electric controls shall be mounted in a NEMA 3R double door, <br />dead -front enclosure with a padlock hasp. Electrical controls shall <br />include a fusible disconnect, a combination magnetic starter and <br />thermal circuit breaker with rotary hand-off automatic switch, <br />ambient compensated overload relays, quick -trip heaters and single <br />phase protection. <br />2 All electrical work shall bei dth th N t' <br />n accor ance wl e a lona lectrlcal <br />BOTTOM Code and the State of California Electrical Safety Orders. <br />EXISTING 12" DIA. WELL <br />COUNTY APPROVAL <br />APPROVED BY. DATE PLOT DATE: 04/14/95 <br />PLOT TIME: 11:02 <br />RLE: 93002\WELL3 <br />PLANS: <br />CHECKED: ❑ Roger D. Rumph PROFILE: <br />SCALE <br />HORIZONTAL: AS SHOWN <br />SURVEY <br />F.e.: <br />F.B.: <br />T.B.M. DESCRIPTION: <br />BRASS CAP 1640' WEST OF SOUTH 99 <br />FRONTAGE ROAD, SOUTH SIDE OF FRENCH <br />CAMP ROAD, MARKED QR -30.7, U.S.G.S. <br />DATUM <br />0 <br />I <br />0 <br />00 <br />FUTURE TURN -AROUND <br />6x4 <br />4" FLOW METER <br />60'-0" <br />I <br />II G <br />:ME CERTIFIED TANK <br />'CERTIFICATE PLATE <br />1" DIA. COUPLING <br />FOR SIGHT GAUGE <br />PRESSURE GAGE <br />0-100 PSI <br />1/2" COUPLING 1 <br />VE <br />3" 2" DIA. NIPPLE <br />90' STREET ELBOW - <br />2" DIA. GATE VALVE - <br />3. <br />3" NIPPLE WITH CAP <br />#4 BARS ® 1'-0" O.C.J <br />#4 BARS ® 6" O.C. <br />-L-3- <br />10'-0" <br />L-3"10'-0" <br />INSTALL SIGHT GAUGE <br />AIR VOLUME CONTROL <br />(EJECTOR) <br />1" COUPLING <br />PRESSURE SWITCH <br />r, 2" COUPLING <br />END VIEW <br />NOT TO SCALE <br />s <br />FLOW METER, SEE <br />SPECIFICATIONS <br />FINISH GRADE <br />\ THRUST BLOCK, <br />\ \ SEE SHEET 6-E <br />TOE OF FILL--. gyp' <br />\ L <br />CL ACCESS ROAD <br />C <br />/ 1" AC OVER 4" AB \ \ <br />2-12" GATES <br />4" 90' ELBOW <br />Z <br />0 <br />0 <br />'D 6" X 4" REDUCER <br />�i <br />2-1/2" WATER --\ <br />--------------------------------- <br />it <br />----------- Ir <br />II 11 /' \\ • \ �h <br />FUTURE WATER TANK ii 4" AB ° \ <br />it \ <br />FLOW METER <br />4"x22" TEE <br />ITY SHALL MEET TITLE 22 OF THE <br />10' x 35' DRAINAGE <br />°BASIN <br />ADMINISTRATION CODE AND SHALL <br />° <br />TERIOLOGICAL TEST, WHEN SYSTEM <br />FFCALIFORNIA <br />AND READY FOR OPERATION. <br />Y HEALTH DEPARTMENT REGULATIONS) <br />2-1/2" WATER --\ <br />--------------------------------- <br />it <br />----------- Ir <br />II 11 /' \\ • \ �h <br />FUTURE WATER TANK ii 4" AB ° \ <br />it \ <br />FLOW METER <br />4"x22" TEE <br />ELEVATION: <br />28.118' <br />FUTURE UPGRADE FOR FIRE <br />FLOW & INCREASED DEMAND: <br />INCREASE PUMP AND PRESSURE TANK CAPACITIES AND <br />ADD CHLORINATION FACILITIES AS NEEDED. <br />ii <br />2" DIA. COUPLING \ \ <br />PER TANK MANUF. FOR PRESSURE \ <br />RELIEF VALVE • \ \ \ <br />I ilii \ <br />ilii \ <br />• POWER & CONTROL PANEL \ \ <br />j --------I (VANDAL & WEATHER PROOF) <br />I 1 <br />4" DRAIN WITH 3'-0" <br />GATE VALVE (BOTTOM) I j FUTURE CHLORINE \ \ <br />1 1 FACILITY (WHEN <br />1/1/2" COUPLING �_________1 NEEDED) \ <br />WITH 1-1/2" PLUG <br />84'-0" <br />SITE PLAN <br />NOT TO SCALE <br />60'-0" <br />6" CHAIN LINK FENCE & <br />LIMITS OF 4" AB <br />SHEET <br />11 <br />OF <br />-EIP� ASSOCIATES, INC. <br />P.O.Hox ere <br />San Andreas, Ca. 952" <br />Ph. (209) 754-3588 <br />FRENCH CAMP GOLF & R. V. PARK <br />WELL SITE PLAN & DETAILS <br />DATE: <br />RCE N0: 12741 <br />EXP. DATE: 3/31/94 <br />D'ES6N ENGINEE <br />10' x 35' DRAINAGE <br />°BASIN <br />° <br />ELEVATION: <br />28.118' <br />FUTURE UPGRADE FOR FIRE <br />FLOW & INCREASED DEMAND: <br />INCREASE PUMP AND PRESSURE TANK CAPACITIES AND <br />ADD CHLORINATION FACILITIES AS NEEDED. <br />ii <br />2" DIA. COUPLING \ \ <br />PER TANK MANUF. FOR PRESSURE \ <br />RELIEF VALVE • \ \ \ <br />I ilii \ <br />ilii \ <br />• POWER & CONTROL PANEL \ \ <br />j --------I (VANDAL & WEATHER PROOF) <br />I 1 <br />4" DRAIN WITH 3'-0" <br />GATE VALVE (BOTTOM) I j FUTURE CHLORINE \ \ <br />1 1 FACILITY (WHEN <br />1/1/2" COUPLING �_________1 NEEDED) \ <br />WITH 1-1/2" PLUG <br />84'-0" <br />SITE PLAN <br />NOT TO SCALE <br />60'-0" <br />6" CHAIN LINK FENCE & <br />LIMITS OF 4" AB <br />SHEET <br />11 <br />OF <br />-EIP� ASSOCIATES, INC. <br />P.O.Hox ere <br />San Andreas, Ca. 952" <br />Ph. (209) 754-3588 <br />FRENCH CAMP GOLF & R. V. PARK <br />WELL SITE PLAN & DETAILS <br />DATE: <br />RCE N0: 12741 <br />EXP. DATE: 3/31/94 <br />D'ES6N ENGINEE <br />