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OPTIONAL MANUFACTURER OPTIONAL MANUFACTURER PAO SUPPLIED NAL MANUFACTURER DEADACTURER 4 SUPPLIED 1NAL M18' DEADMM 9'-3• 14'-9• (TYPO OF 4) (TYPO OF 2) - OF TANK NOTES UST INSTALLATION Oi SLOPE CONCRETE AWAY FROM ALL MANHOLES t • RISE OVER 120 RUN. DESIGN 0 0 0 0 0 0 0 0 0 0 aO FIBER REINFORCEMENT TO BE USED, PREMIX UNIFORMLY THROUGHOUT Architectural CONCRETE Solutions Group % 3 REINFORCING BARS TO BE NO LESS THAN 2• AND NO MORE THAN 4• FROM -2455 Bemett III Rd. Side A-102 O SURFACE, Saato Rosa, CA. 95404 OREINFORCE CONCRETE SLAB MOUND MANHOLE WITH (4) 14 REBAR 606 IN LENGTH. PLACE REBAR 6• FROM SIDES OF BOX. e• 8• _ 17 SINGLE 1 • CONDUIT TO EACH SUBMERSIBLE PUMP, PROVIDE SFi1L-OFF AT SUMP & BUILDING CONTAINS LINELTAGE WIRING, ALL g 25 , 000 GALLON CAPACITY 8 8 22. OTA. MANWAY O CONDUIT PENETRATIONSNMUST BEHM4DEE WITH ROBROY�PVC COATED CONDUIT SEO AROHt j g a 0 ONLY ;G F J _ 42• DIA FILL SUMP a 5cw TANK LIFTING LUGS 48• DIA. TURBINE SUMP ONE 10 STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. TANK GAUGE ( ) FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP BRINE RESERVOIR SENSORS, PTLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL AND INTFRSNFOR LOCATIOR REN. I /31/19 MONITOR J O6 SENSOR LOCATION AND LEAVING N TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING, CONDORS SHALL CONTAIN sl ?P .' n l ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONWR PLNETRARONS OFCAO Q �- -® —� / "n MUST BE MODE WTOi RODROY PVC COATED CONDUIT ONLY. sed CAL es 10 ANCHOR STRAP •• •\O;• USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN Y,• LOCATION (TYPO) 1 TANK WEIGHT O & MAX OF Y,• IN SIZE, FREE OF CIAY SLAG, CINDERS, OR DEBRIS. ALL tA] 7 SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD 1p CIO L. 12,250 LBS DRY REPRESENTATIVE, g g 179100 LBS W/BRINEaO NOT USED, a to ONOT USED, TANK PAD MINIMUM 2'-0. OFF OUTSIDE WALLS OF TANKS, AND MUST 1® COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY SQUARE CORNERS WHERE MEETING CONCRETE. 0 0 o REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF 10• © PRODUCT LINES (1 OR 2 PER UST SUMP), 1 '-B' 1'-8• TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL FOR SPECIFIC DESIGN CRITFHIA AT THESE SUMPS SEE ACCOMPANYING TANK 16-1/2• INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. TYP. TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH 5'-60 5116' 5'-60 3'-0 1/20 6•- 10 1/20 31-0 1/2• 5'-60 5'-66 5'-6• 14 OWNER'S REPRESE TATNE OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF 46• OVERFLOW PREVEMK)N DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN k N ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL z i N REQUIREMENTS, N m F o UNDERGROUND TANK KLAN VIEW AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT z w w AUTOMATIC TANK GAUGE SYSTEM, THE MONITORING SYSTEM PROVIDES M 0 0_ w AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ME FILLED TO THE 90X as o0 N o SCALE: 1 /2" = 1 • - 0 " LEVE - " zx m o INDICATESITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & 110 0 o o m ¢ FOR MASTER-SLAVE ISTs ON MANIFOLDED USTs < a a o A B C A B G H USING DUAL 2 HP TURBINES ON 20K TMK m < FOR DRY FILLS us . n vsat3 uss.ta us, t� usi17 us : tY ucsO (2022 CONFIGURATION) a a ¢ a < as F a a 4 1 N Z V U U M V as 7• THICK CONCRETE SLAB2 3 m (TYPO) < N ASPHALT AND STONE PER G _ 1 6• WIDE DEFECTMLE _ n o m (TYPO) 3 4 PROJECT SPECIFICATIONS vssn N33.t6 UNDERGROUND MARKING 'a m TAPE BURIED 6•-12• BELOW 1 ( •) >< 1 1 (TYP ) FINISHED GRADE EMPIRE ( ') 1 MAGNATEC 131-143 . . - . , - ft� IN 32 PEA GRAVEL MIN, TO mN 10 CONO. LOOP TO SUMP 8 89 I PREVENT LOAD TRANSFER is TO TOP OF TANK `• L • o J-BOX I a O mim - -v L- 20 INSIDE 30 DOUBLE NOTE: 40 FRP RISER TO 6 WALL FRP VACUUM a GRADE I CROSSOVER TO FILL CHASE PIPE WITH VACUUM TUBING 12 1• FRP BONDED Q DUAL FLOAT HYDROSTATIC SUMP FOR VENT &it TO BE VACUUM MONITORED ENTRY FTIRNG MONITORING SENSOR 0 6 VAPOR CONTINUOUS MONITORING - O ) HOME RUN TOO — � 33'r� O I BUILDING HYDROSTATIC In FRP BONDED 5 RESERVOIR FITTING24 ® O 0) ) him 0 U -- - \\ wIt mI U - \\ U OPE SIDES OF TANK HOk OR n USE SHORING FOR All. TMK \\ 0 EXCAVATIONS IN ACCORDANCE WTIHI I I I \\ ? O OSHA 1926 SUBPART P, OSHA 19 EXTRACTOR FITTING STANDARDS - EXCAVATIONS; FINAL I I gQ N RULE OCTOBER 1, 1989 I I II II II II I I I 1` Q US OVERFILL PROTECTION DROP I I @@04 TMK LEVEL GMGE W/ I I I - RACKFlLL WfTH PFAGRA 41 1 • FLOAT KIT. OVERFILL II •� o 7 PER TMK MMUFACTUR TUBE SEf AT 95X (TYPO) I PLMM AT 90X CPPACTTY II SPECIFICATIONS. (TYPO) I I I OPTIONAL 3• GALV -& SIPHON PIPE // \ 8 `1 Project Nunba rn 1221 STEEL STRIKER PLATES TYPO \ < z 12k24k11CA STEEL STRIKER PLATES TYPO SPA16002 . 0 \\ UNDER ALL OPENINGS W/O MMWAYS ON FIBERGLASS TMK (BY TMK MANE.) iLl UNDER ALL OPENINGS W MANWAYS ON FIBERGLASS TMK (BY TMK WWF.) n / Sheet Name 0 V-0• MIN. PEA GRAVEL TOPICAL 25,000 GALLON P J . .. . . FIBERGLASS TANK 7 - - DOUBLE WALL FI R INSTALLED OVER _ _ \ - TRAPPER SCREEN 09 O - G S DETAIL COMPACTED L :' - -� TMK SHALL BE SET DEAD-LLVEL '�'� .•�•J�: m An INSTALLATION bSO LN A /i. / / i / / /../ !.� . / �/i,/ •/ �< ice/ \ . ':.:/ END OF TMK NATIVE VIRGIN , END OF TANK Sheet Number 2' MIN. SOI- TMK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER AN UNDERGROUND TANK SECTION DETAIL RUM i SCALE: 1 /2• = 1 '-0•