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24'UNDISTURB PEA GRAVEL BACKFILL PER 8'GONG. PAD REWF. <br /> SOLI(TYPICAL) TANK MFGR.SPECIFICATIONS W/°3 REBARS AT 18"o/c. <br /> YARD PAVING <br /> — — — — aB"MIN.-- 84"MAX. <br /> ANG NOTES: BURIAL <br /> REFERCHOTORINTANK MANUFACTURER'S DEPTH <br /> ANCHORING DETAILS AND REQUIREMENTS i i <br /> LINE TANK EXCAVATION W/ <br /> GEOFABRIC BY MIRAFI 10'- 0 FIBERGLASS <br /> MODEL NO. 140NS / DOUBLE <br /> LE WALL TANKS <br /> 140NSL OR EQUAL WHEN INSTALL TANKS LEVEL 6 <br /> DIRECTED BY CONST. MNGR. <br /> 212'LIFTS ROTA- <br /> BACKFlLL SUBM <br /> K BE EACH PUMF <br /> U 2l PER D-4.3) TO P <br /> CLEAT <br /> N 0 T E 12'O <br /> TANK <br /> PROVIDE TANK ANCHORING 'EXID - <br /> WHEN DIRECTED BY PEA GRAVEL BACKFILL PER <br /> CONSTRUCTION MANAGER. TANK MFGR.SPECIFICATIONS <br /> 10'-0" 2'-0" 10'-0" <br /> CRRICAL COMPACTION AREA <br /> BETWEEN 5&7 O'CLOCK <br /> AND AREA END CAPS. USE <br /> PROBE PER 0-4,3 TO PLACE <br /> N.T.S. BACKFILL IN THIS AREA. <br /> UNDERGROUND TANK SECTION <br /> POLLP-a a <br />