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8' WIRE MESH FENCE WITH <br />SLATS AT PROPERTY LINE <br />6" STEEL <br />CR4SH POST <br />SEE ELECTRICAL PLANS <br />FOR TRANSFORMER DETAILS <br />ALL SANITARY SEWER LATERALS <br />SHALL BE CONSTRUCTED A <br />MINIMUM OF 75' FROM CENTER <br />OF WATER WELL <br />8' WIRE MESH FENCE <br />AT 25' SETBACK LINE <br />LANDSCAPED AREA <br />TO BE MAINTAINED <br />BY LINDEN COUNTY <br />WATER DISTRICT <br />TEMPORARY <br />BLOW—OFF a <br />FUTURE SANITARY <br />SEWER LATERAL <br />6' MASONRY WALL <br />PER GRADING PLAN SEE ELECTRICAL PLANS <br />SHFFT 5 FOR PANEL DETAILS <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />WATER WELL SITE <br />LINDEN, <br />AIR RITE CONTROL MODEL NUMBER 61OHP <br />— AIR CHARGING SYSTEM, OR APPROVED EQUAL, <br />AND AIR RELIEF VALVE FOR PRESSURE CONTROL <br />10,000 GAL. HYDRO PNEUMATIC TANK <br />PER ASME CODE, SUPPLIED BY <br />TRUSCO TANK INC, OR APPROVED EQUAL <br />PROVIDE AIR RELEASE VALVE AT MIDPOINT <br />OF TANK. <br />TANK SHALL BE PROVIDED <br />WITH ONE 4" DRAIN <br />INTERIOR OF HYDRO TANK SHALL BE <br />SANDBLASTED TO SSPC—SP10, AND <br />COATED WITH NSF APPROVED EPDXY <br />FOR POTABLE WATER APPLIED 8-10 OFT <br />6'X21' TANK SUPPORT <br />SEE DETAIL BELOW <br />(Z)o- 61614T GLASS <br />h <br />.� 2" A.C. OVER 4" A.B. OVER <br />6" NATIVE SOIL COMPACTED TO <br />95% RELATIVE DENSITY <br />8' WIRE MESH FENCE WITH <br />SLATS AT PROPERTY LINE <br />ALL SANITARY SEWER LATERALS <br />SHALL BE CONSTRUCTED A <br />MINMUM OF 75' FROM CENTER <br />OF WATER WELL <br />LANDSCAPED AREA <br />TO BE MAINTAINED <br />BY LINDEN COUNTY <br />WATER DISTRICT <br />FLOR RANCH <br />UNIT NO, 1 <br />CALIFORNIA <br />2" AIR & VACUUM <br />RELEASE VALVE <br />10" PUMP <br />DISCHARGE <br />0 <br />4.5' <br />4.75'—a•}� <br />24.0' <br />4.75' �T� 5.0' 5.0' <br />GATE <br />VALVE WITH <br />FIG. 264, OR EQUAL <br />AS PIPING <br />OPERA TING <br />_ <br />WHFFI <br />10"X10"k <br />TEE R <br />TANK At <br />CATCH & <br />36" DIA. BORE HOLE FOR <br />CONDUCTOR CASING <br />30" DIA. CONDUCTOR CASING <br />PORTLAND CEMENT <br />GROUT SEAL <br />4" DIA. WELDED STEEL <br />GRAVEL CHUTE <br />SANITARY SEAL <br />16" DIA. BLANK CASING <br />PUMP COLUMN <br />2" DIAMETER GALVANIZED <br />STEEL SOUNDING TUBE <br />PUMP BOWLS <br />SUBMERSIBLE MOTOR <br />16" DIA. LOUVERED <br />WELL CASING <br />GRAVEL PACK <br />CENTRALIZER <br />SPACED AS REQ. <br />28" DIA. BORE HOLE <br />CASING END CAP <br />DOMESTIC WELL <br />NOT TO SCALE <br />FINAL WELL DEPTH, PUMP SETTING, LENGTH OF <br />SCREEN AND CEMENT SEALS TO BE DETERMINED <br />DURING CONSTRUCTION. <br />NOTE: <br />1. WATER WELL SHALL BE CONSTRUCTED PER LINDEN COUNTY WATER <br />DISTRICT STANDARDS AND SPECIFICATIONS, CALIFORNIA DEPARTMENT <br />OF HEALTH STANDARDS, DEPARTMENT OF WATER RESOURCES <br />BULLETIN NO. 74, AND THE PROJECT SPECIFICATIONS <br />2. ALL ELECTRICAL SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. <br />REVISIONS <br />4O tccrvW 900 ELBOW <br />TO TANK <br />PUMP DISCHARGE PIPING <br />NOT TO SCALE <br />10" PUMP DISCHARGE_ <br />& SURFACE PLATE <br />CASING VENT <br />3" DIA. GALVANIZED <br />STEEL PIPE & FITTINGS <br />1/16" MESH STAINLESS <br />STEEL SCREEN TACK <br />WELDED TO 900 ELBOW <br />5'X5' WELL <br />PEDESTAL <br />CONDUCTOR CASING 2" MIN. <br />ABOVE FINISH GRADE <br />N <br />',illlliilli <br />15 BARS 0 10" O.C. HORIZ <br />MAINTAIN 2" CLEAR FROM— <br />ALL STEEL PIPING & CASING <br />15 0 10"- <br />0. C. <br />0O.C. VERT <br />SOUNDING TUBE <br />2" DIA. GALVANIZED <br />STEEL PIPE & FITTINGS <br />_ SLOPE TO <br />DR4IN <br />1 " CAMFER <br />15 HOOP <br />30" DIA. CONDUCTOR CASING <br />CEMENT GROUT <br />16" DIA. PUMP CASING <br />WELL PEDESTAL <br />NOT TO SCALE <br />GRINNELL ADJUSTABLEPAINT <br />SAME <br />PIPE SADDLE SUPPORT <br />FIG. 264, OR EQUAL <br />AS PIPING <br />(4) 5/8" STUD TYPE <br />WEDGE ANCHORS <br />1/4" FILLET WELD <br />+ 1 " GROUT <br />III <br />-I <br />. a.: <br />16"X16"X12" <br />CONC. BLOCK <br />PIPE <br />SUPPORT <br />NOT TO SCALE <br />TANK STAND <br />PER TANK <br />MANUFACTURER <br />CONNECTION <br />PER TANK co <br />MANUFACTURER'S <br />REQUIREMENTS <br />d <br />0 <br />14 0 18" O.C. <br />EACH WAY <br />[ lmlifl �C� hx <br />■ PLANNING • ENGINEERING • SURVEYING <br />_1012091 <br />322 Sun West Place • Manteca, Cdforda 95337 <br />239.8229 FAX 12091239.8839 <br />6'. <br />a ° a n <br />° `a d <br />A <br />.e ed <br />a <br />BOTTOM <br />OF TANK <br />21' <br />1 ' TANK SUPPORT <br />NOT TO SCALE <br />1 44.��c.+ <br />JOB NO. 98105 <br />DATE APRIL, 1999 <br />SCALE AS SHOWN <br />DR. BY MH <br />CK. BY JR <br />FILEN 98105 \ WELLSITE.DWG <br />SHEET <br />NUMBER <br />19 <br />OF 21 <br />