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AGCOC.COM <br /> U <br /> z <br /> H <br /> a <br /> Lu <br /> v <br /> z <br /> O <br /> 25 , 000 GALLON CAPACITY U <br /> z <br /> c� <br /> C <br /> Lu <br /> co LO <br /> 1 _ M17 <br /> 48" DIA. TURBINE 42" DIA. FILL SUMPV @ Q <br /> L N <br /> SUMP C.0 <br /> Q OQ <br /> O .U N <br /> N 2 C <br /> CO 7 C6 L <br /> N Cn > IL <br /> W <br /> z <br /> O <br /> 42'-9" OVERALL LENGTH > <br /> W <br /> o' <br /> U <br /> U <br /> 0_ <br /> W <br /> 25,000 GALLON UNLEADED UNDERGROUND TANK PLAN VIEW a_ <br /> SCALE: N.T.S. <br /> z <br /> O <br /> Ln <br /> W <br /> N <br /> W 0 <br /> ~ M <br /> Q <br /> 0 M <br /> O <br /> SEE SHEET M.5.3.12 SEE SHEET M.5.3.16 FOR o <br /> DETAILS A and B 13 12 SEE SHEET M.5.3.16 VENT AND VAPORDETAILS A and B CONNECTIONS 3 2 z <br /> 8" THICK CONCRETE SLAB <br /> SEE SHEET M.5.3.12 FOR (TYP.) <br /> LABELING OF PIPING 13 <br /> .) 4 3 4 3 (TYP.) _ ASPHALT AND STONE PER <br /> (TYP <br /> (TYP.) 11 10 \ PROJECT SPECIFICATIONS <br /> I 1 (TYP.) <br /> (TYP.) 1 P.) 11 10 <br /> ° <br /> e° ° ° d < d ° ° ° ° d b ° ° ° a <br /> a ° a° d ° ° ad ° ° ° dd ° <br /> a - • d° d ° a <br /> a ° A d ° ° <br /> ° <br /> 3" PEA GRAVEL MIN. TO <br /> = PREVENT LOAD TRANSFER <br /> TO TOP OF TANK <?> NOTES: UST INSTALLATION <br /> :JD0 <br /> O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br /> 1" FRP BONDED O5 O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT <br /> ENTRY FITTING <br /> CONCRETE. <br /> z (TYP.) <br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM <br /> SURFACE. <br /> O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN <br /> SLOPE SIDES OF TANK HOLE OR 4 LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. <br /> USE SHORING FOR ALL TANK SINGLE —OFF1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL AT <br /> EXCAVATIONS IN ACCORDANCE WITHCD <br /> rF_ -IT OSHA 1926 SUBPART P, OSHA O SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL <br /> z / STANDARDS — EXCAVATIONS; FINAL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT <br /> RULE OCTOBER 1, 1989 ONLY. <br /> _ ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. <br /> FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP <br /> 10 SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL — <br /> ii O6 SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL—OFFS IN J <br /> v DROP TUBE / BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO <br /> WITH OVERFILL \ INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN W <br /> d \ \ FLAPPER VALVE // ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS W <br /> AT 95% /\�/% MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. �j Q <br /> CAPACITY <br /> \ \ \ TANK LEVEL GAUGE W/ /\/ USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN " Cn <br /> 2" FLOAT KIT. OVERFILL 15 BACKFILL WITH PEAGRAVEL & MAX OF /" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL w <br /> ALARM AT 90% CAPACITY PER TANK MANUFACTURER /\\%/\\%/\ O� SUBSTITUTES MUST BE APPROVED BY MANUFACTURERS & OWNERS FIELD z U <br /> j\j�\j�\j�\ ANNULAR SPACE TRAPPER SCREEN SPECIFICATIONS. (TYP.) j\j\\j� REPRESENTATIVE. J <br /> //\\//\\//\\//\\ SENSOR <br /> \ \ \\! <br /> 330020467 / //\//\// O8 NOT USED. LL-1 I— L CD <br /> z <br /> NOT USED. C1'_ Q--) Lo <br /> \ 0 C� _ <br /> TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST (V <br /> % 12"x12"x11GA STEEL STRIKER PLATES TYP. \// /\//% 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER z <br /> \ \ \ \ <br /> \ \//\N\111", \\ 12"x24"x11GA STEEL STRIKER PLATES TYP. UNDER ALL OPENINGS W/0 MANWAYS ON TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. Q ^^ <br /> UNDER ALL OPENINGS W/ MANWAYS ON FIBERGLASS TANK (BY TANK MANF.) CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS Ln <br /> \\\/\\\/\\\/\\\/\\\/ �n FIBERGLASS TANK (BY TANK MANF.) WHERE MEETING CONCRETE. 0 <br /> \ \ \//\//\/ w:• b \// �/ 00 O <br /> — — — — — — — — — — — — — — — — \\/\�,1 \ REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF <br /> //\\//\\//\\//\\//\\/ p•p.„.b � \ �\\/ <br /> <@> PRODUCT LINES (1 OR 2 PER UST SUMP). <br /> .y.. // // consultant job# <br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR <br /> / / / SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK <br /> 14 <br /> master release date <br /> \ \ \ \ \ \ \ \ <br /> e=e <br /> O <br /> .�•' � •�• •TANK p•FIA• pA wV •�• <br /> •S LL �BE •S�7pD� DALE EL .O INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. <br /> . . / ro'ect m a ste r <br /> \/\/\/\/\/\/\/\/\/\/\/\/\/ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ /\/\/\/ \/\/\/ 14 DEAD MEN WITH STRAPS P J <br /> \\ \\ \\ \\ \\ \\ \\/\\ \\ \\ \\�\ \\ \\ \\ \\ \\�\ \\ \\ \\ \�\\/\\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ O exe d ate drawn by <br /> \ \ \�\\ UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE OF AN OVERFILL ALARM <br /> END OF TANK NATIVE VIRGIN END OF TANK�� 1'-0" MIN. PEA GRAVEL <br /> 12"MIN. 42'-8" OVERALL LENGTH SOIL 12"MIN. INSTALLED OVER TIED INTO THE VEEDER ROOT. USING DROP TUBES WITH FLAPPERS. THEY WILL <br /> 01 COMPACTED SOIL15 BE INSTALLED AT ALL 3 TANKS TO SHUT WHEN THE TANK(S) ARE FILLED TO Facility/Project <br /> 10 10 THE 95 PERCENT LEVEL AND IS IN ACCORDANCE WITH FEDERAL AND STATE <br /> GUIDELINES FOR UST OVERFILL REQUIREMENTS. <br /> A:25,000 GALLON UNLEADED UNDERGROUND TANK SECTION DETAIL (ONLY REFERENCE) sheet name <br /> M .5.3.03 <br /> SCALE: N.T.S. <br />