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0 <br />0 <br />m <br />N <br />0 <br />0 <br />N <br />0 <br />rn <br />M <br />/ <br />N <br />O <br />0) <br />0 <br />0 <br />Q <br />/ <br />Lj <br />w <br />0 <br />n� <br />16 <br />2" INSIDE OF 3"(FIBERGLASS) <br />AMERON DUALOY 3000/L <br />DOUBLE WALL PIPING SYSTEM <br />BELOW GRADE <br />FROM nnnr c-rnnunAn\/ <br />CONTAI <br />SEE D\ <br />CON <br />SEE <br />30'-0" <br />j \ 45' <br />SLAND <br />AINTENANCE BUILDING <br />NO. C4 AND M5 <br />PLAN <br />1/4"=1'-0" <br />OF DIESEL TANK <br />�- - TANK FILL <br />TOP OF GRADE --- <br />- - -- TOP OF GRADE <br />I <br />--- - — \ '-—WASH BAY CONCRETE SLAB <br />—� AMERON DUALOY 3000/1- <br />DOUBLE <br />000/LDOUBLE WALL PIPING C'G--- SECONDARY CONTAINMENT PIPE <br />TERMINATE OPEN TO THE SUMP <br />N.T.S. <br />ARY CONTAIMENT <br />RMINATE WITH <br />AL. <br />GRADE <br />IN. COVER) <br />DUALOY 3000/1- <br />DOUBLE <br />000/LDOUBLE WALL PIPE <br />UNAUTHORIZED CHANGES, USES AND TIE+AE EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or uses of this plan/drawing. Any change to this <br />plan/dra 'n ust be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance. <br />SECTION c <br />N.T.S. <br />EQUIPMENT LIST <br />200-A DIXON 2" CAM & GROOVE ADAPTER <br />AHA200 DIXON 2" CAM & GROOVE DUST CAP <br />10621 MCDONALD 2" LOCK -WING VALVE <br />794390-420 VEEDER ROOT TANK SENSOR <br />ASCO 2" RED HAT N/0 ELECTRIC VALVE <br />412-40 UNIVERSAL EXTRACTOR HOUSING <br />V421-2020 UNIVERSAL EXTRACTOR HOUSING <br />2" PIPE DROP TUBE <br />A30-014 EMCO WHEATON 4" FILL ADAPTER <br />847090-022 VEEDER ROOT TLS -350 CONSOLE <br />329266-001 VEEDER ROOT DIGITAL PROBE CARD <br />329296-001 VEEDER ROOT LIQUID SENSOR CARD <br />329278-001 VEEDER ROOT RELAY MODULE CARD <br />MODER WELDING 22" MANWAY/EMERGENCY VENT <br />312020-878 VEEDER ROOT PROBE CAP KIT <br />847390-007 VEEDER ROOT MAGNETOSTRICTIVE PROBE <br />493016 EMCO WHEATON 2" VENT CAP <br />880-029 RED JACKET PUMP CONTROL BOX <br />P33R1 RED JACKET 1/3 HP SUBMERSIBLE PUMP <br />ASCO 2" RED HAT N/C ELECTRIC VALVE <br />368 C & B EMERGENCY VENT <br />MODERN WELDING STEEL TANK SADDLE <br />A97-005 EMCO WHEATON 4" FILL CAP <br />785 -HV -M -RC TOKHEIM HIGH VOLUME DISPENSER <br />805 CIMCO FITER ADAPTOR W/800HS-30 ELEMENT <br />A60-003 EMCO WHEATON EMERGENCY VALVE <br />48F10 COXWELLS ISLAND FORM <br />DS2316 TOTAL CONTAIMENT DISPENSER SUMP <br />794390-208 VEEDER ROOT SUMP SENSOR <br />FLEXIBLE CONNECTOR <br />SECTION e <br />N.T.S. <br />-- AGGREGATE BASE <br />- AMERON DUALOY 3000/L <br />DOUBLE WALL PIPE <br />BEDDING SAND <br />GENERAL NOTES: <br />RE <br />ssociates <br />1. SECTION A IS DIAGRAMMATIC. EXACT LOCATION OF ALL TANK FITTINGS <br />SHALL BE DETERMINED BY THE CONTRACTOR. <br />2. THE SYSTEM INDICATED BY THIS DRAWING SHALL BE FURNISHED BY <br />SHIELDS, HARPER & CO. OR APPROVED EQUAL AND IS INTENDED TO BE <br />INSTALLED TO CONFORM TO ALL REQUIREMENTS OF NEPA PAMPHLET #30 & 30A. <br />3. CONTRACTOR SHALL COORDINATE INSTALLATION OF UNDERGROUND PIPING <br />WITH CIVIL, MECHANICAL AND ELECTRICAL TRADE. <br />4. FOR LOCATION OF EQUIPMENT K & P SEE ELECTRICAL DRAWINGS. <br />5. CONTRACTOR SHALL VERIFY EXACT LOCATION, ELEVATION AND DIMENSIONS <br />OF STRUCTURAL FOOTINGS. <br />6. CONTRACTOR SHALL PERFORM TANK AND PIPING PRESSURE TESTS AS <br />REQUIRED BY LOCAL JURISDICTIONS. <br />7. TANK AND PIPING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATION. <br />8. ALL WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS <br />OF THE COUNTY AND STATE HAVING JURISDICTION OVER THE CONSTRUCTION. <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />QIES! 4 TANK LAYOUT AND DETAILS <br />RpF E SS. pyo <br />p <br />ti.C-3 1 2 c <br />EXP. <br />H A N . • ��P <br />gTF•OF GAO <br />RAWING NO. <br />IM101 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />1 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />J•j'h, <br />REV <br />DATE <br />DESCRIPTION <br />DWN B <br />AL <br />DATE OF ISSUE DWN BY J. S ANK CHK BYFEB. 1991 -_._ DES BY_r' -- . _—_u� L— APP BY <br />SECTION e <br />N.T.S. <br />-- AGGREGATE BASE <br />- AMERON DUALOY 3000/L <br />DOUBLE WALL PIPE <br />BEDDING SAND <br />GENERAL NOTES: <br />RE <br />ssociates <br />1. SECTION A IS DIAGRAMMATIC. EXACT LOCATION OF ALL TANK FITTINGS <br />SHALL BE DETERMINED BY THE CONTRACTOR. <br />2. THE SYSTEM INDICATED BY THIS DRAWING SHALL BE FURNISHED BY <br />SHIELDS, HARPER & CO. OR APPROVED EQUAL AND IS INTENDED TO BE <br />INSTALLED TO CONFORM TO ALL REQUIREMENTS OF NEPA PAMPHLET #30 & 30A. <br />3. CONTRACTOR SHALL COORDINATE INSTALLATION OF UNDERGROUND PIPING <br />WITH CIVIL, MECHANICAL AND ELECTRICAL TRADE. <br />4. FOR LOCATION OF EQUIPMENT K & P SEE ELECTRICAL DRAWINGS. <br />5. CONTRACTOR SHALL VERIFY EXACT LOCATION, ELEVATION AND DIMENSIONS <br />OF STRUCTURAL FOOTINGS. <br />6. CONTRACTOR SHALL PERFORM TANK AND PIPING PRESSURE TESTS AS <br />REQUIRED BY LOCAL JURISDICTIONS. <br />7. TANK AND PIPING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATION. <br />8. ALL WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS <br />OF THE COUNTY AND STATE HAVING JURISDICTION OVER THE CONSTRUCTION. <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />QIES! 4 TANK LAYOUT AND DETAILS <br />RpF E SS. pyo <br />p <br />ti.C-3 1 2 c <br />EXP. <br />H A N . • ��P <br />gTF•OF GAO <br />RAWING NO. <br />IM101 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />