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AGCOC.COM <br /> U <br /> z `. <br /> H <br /> a <br /> w <br /> U <br /> z <br /> O <br /> 25 , 000 GALLON CAPACITY U <br /> z <br /> O <br /> O <br /> N <br /> w <br /> 17 <br /> � N 17 <br /> U) co to <br /> 48" DIA. TURBINE 42" DIA. FILL SUMP—,,, (� U) rn N <br /> SUMP cc v <br /> C) 0 <br /> II II N Z d <br /> N <br /> ll ll <br /> N <br /> Z <br /> O <br /> 42'-9" OVERALL LENGTH <br /> W <br /> a` <br /> 25,000 GALLON UNLEADED UNDERGROUND TANK PLAN VIEW >w <br /> SCALE: N.T.S. <br /> J <br /> m <br /> a <br /> W � <br /> ~ N <br /> a Z <br /> � a <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 VAPOR DETAILS A and B CONNECTIONS 3 2 Z a <br /> 8" THICK CONCRETE SLAB <br /> SEE SHEET M.5.3.12 FOR (TYP.) <br /> LABELING OF PIPING <br /> (TYP.) 4 3 13 <br /> 4 3 (TYP.) ASPHALT AND STONE PER <br /> (TYP.) 11 10 \ PROJECT SPECIFICATIONS <br /> (TYP.) 1 I 1 (TYP.) <br /> P.) 11 10 <br /> ° a <br /> <° d° O° d ° - e d •.d °d° ° s ° e ° < ° ° < ° da d ' d 4 •lal. < ° �° ° °° d° a° <br /> ° d <br /> a °e a ° <br /> ° < ° ° ° <br /> a ° d <br /> 3" PEA GRAVEL MIN. TO <br /> = PREVENT LOAD TRANSFER <br /> TO TOP OF TANK # NOTES: UST INSTALLATION <br /> o O O <br /> O ^SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. ppupp <br /> 1" FRP BONDED O - 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 LLJ <br /> SURFACE. <br /> 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 <br /> _ _ _ _ _ _ EXCAVATIONS IN ACCORDANCE WITH SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL—OFF AT <br /> l 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 /> to ONE 1 " STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. <br /> FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP <br /> `o SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL � — <br /> SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL—OFFS IN J <br /> c~i, \ DROP TUBE 4, / BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO <br /> WITH OVERFILL \ INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN W <br /> g \ \ FLAPPER VALVE // ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS w <br /> AT 95% /\�/% MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. <br /> CD //\//\//\ CAPACITY <br /> TANK LEVEL GAUGE W/ /\/ USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN <br /> 2" FLOAT KIT. OVERFILL 15 BACKFILL WITH PEAGRAVEL \/%\/% 7 & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL w <br /> ALARM AT 90% CAPACITY PER TANK MANUFACTURER Z /\\//\\//\ SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD z U <br /> ANNULAR SPACE TRAPPER SCREEN SPECIFICATIONS. (TYP.) j\\j\\j� REPRESENTATIVE. rrJnn <br /> SENSOR \\//\\//\\� Ld W V <br /> 330020467 O8 NOT USED. � z cf) <br /> C� O <br /> NOT USED. C _ Lo <br /> \\j�\j�\j 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 C z <br /> 12"x24"x11GA STEEL STRIKER PLATES TYP. UNDER ALL OPENINGS W/O MANWAYS ON \/// / TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. Q n <br /> UNDER ALL OPENINGS W/ MANWAYS ON FIBERGLASS TANK (BY TANK MANF.) \\\\\ \\ CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. S UARE CORNERS � I..L <br /> in FIBERGLASS TANK (BY TANK MANE) \\\/� / 1 1 WHERE MEETING CONCRETE. Q <br /> L \\/\�,1 \ REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF <br /> A� \\\/��\\/ � 12 PRODUCT LINES (1 OR 2 PER UST SUMP). <br /> e' « \ TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR consultant job# <br /> a <br /> . . . . . . . . . . . . . . . . . . . <br /> SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK <br /> •T,4NK SHALL �BE •SE7aD�,4�o-LEVEL <br /> 14 <br /> O <br /> master release date <br /> \ \ \ \ \ .O \ \ \ \ INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. <br /> //\ \ Project master <br /> 14 DEAD MEN WITH STRAPS <br /> O e xe date drawn by <br /> END OF TANK NATIVE VIRGIN END OF TANK�� 1'-0" MIN. PEA GRAVEL UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE OF AN OVERFILL ALARM <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 /> COMPACTED SOIL 15 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 /> SCALE: N.T.S. M .5.3 .03 <br />