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STP/ATG MANHOLESC/)z <br /> 18 5'-0" REF 1-G4.0 &2-G4.0 1 ## KEY NOTES w <br /> 2 � <br /> EXPLOSIVE PROOF J-BOX MIN 0 <br /> O <br /> WITH 3/4" NPT THREADS ` 0 CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS Y <br /> MOUNT FLAT. GC TO INSTALL ELEVATIONS. ALL MANHOLES WITHIN THE TANK w <br /> IN UPRIGHT POSITION SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL = <br /> CORD AND CORD GRIP GRADE OF CONCRETE. SLOPE CONCRETE TO U <br /> SUPPLIED WITH PROBE 6 MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO o a <br /> 29 NOT INHIBIT WATER DRAINAGE OFF THE TANK n a <br /> SLAB (NO POOLING). U <br /> c U <br /> 8" CONCRETE SLAB ❑2 GEOTECH FABRIC MATERIAL TO EXTEND 60" 0 w <br /> ° ° ° ° ° MINIMUM PAST THE TANK HOLE EXCAVATION. ALL a <br /> ° ° ° ° GEOTECH FABRIC MATERIAL SHALL BE PINNED > <br /> PRIOR TO BACKFILLING. METHOD OF PINNING <br /> FABRIC AT TOP OF EXCAVATION TO BE APPROVED <br /> 10' DIA <br /> c c BY THE 7-ELEVEN CONSTRUCTION MGR. N <br /> 0 0 0 0 0 0 o PEA GRAVEL BACKFILL TYP 20K GALLON SPLIT TANK ( N <br /> OR APPROVED (8K PREMIUM UNLEADED 4 0 <br /> ❑3 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK co <br /> c ALTERNATE) AND 12K DIESEL) MANUFACTURER. PLACE DEADMEN PER <br /> PEA GRAVEL BACKFILL TYP MANUFACTURER'S INSTALLATION INSTRUCTIONS. ZM <br /> TANKS#2 &#3 ; (OR APPROVED <br /> j <br /> ALTERNATE) ® FOR SLOPE, FOLLOW CURRENT OSHA <br /> REGULATIONS. IF SHEET PILES ARE UTILIZED, <br /> CONDUIT WITH SEAL-OFFProto 12-01-2020 <br /> TYP REF 1-G9.0 AND 1-G12.0 12" PEA GRAVEL BACKFILL PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW <br /> MATERIAL (OR APPROVED TANKS AND SHORING. <br /> ALTERNATE) UNDER <br /> - 5 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES <br /> - TANKS AND DEADMEN ❑ <br /> 01 4" FRP RISER PIPE 7-ELEVEN AND MANUFACTURER'S APPROVAL. <br /> BRINE LIQUID LEVEL <br /> 31 BELL BY MALE FITTING AT 3 © UNDISTURBED SOIL OR COMPACTED BACK FILL � <br /> EACH END OF PIPE RISER 24" 24" 24" 24" 24" 24" NOT LESS THAN 95% OF MODIFIED PROCTOR p <br /> 01 DENSITY(AASHTO-T-180). Lo <br /> ti <br /> 29 MIN MIN MIN MIN MIN MIN 0q <br /> X � <br /> • w M 0 <br /> BRINE TANK RESEVOIR STP/ATG MANHOLE U ~ i <br /> 5'-0" REF 1-G4.0 1 z z r m (D z <br /> MIN 2 � * U � 0 <br /> Z � <br /> TANK RIB w Z = U U <br /> o W U) <br /> INTERSTITIAL SPACE w > U Y <br /> FILLED WITH BRINE 6 J w 0 z <br /> INNER TANK WALL w J <br /> w w <br /> M <br /> m � <br /> Y � U) <br /> 01 Q <br /> 2 <br /> 0 <br /> 0 <br /> 10' DIA M <br /> 20K GALLON <br /> REGULAR 4 <br /> UNLEADED <br /> PEA GRAVEL BACKFILL TYP <br /> TANK#1 (OR APPROVED <br /> ALTERNATE) <br /> 12" PEA GRAVEL BACKFILL <br /> MATERIAL (OR APPROVED <br /> ALTERNATE) UNDER W <br /> - -- TANKS AND DEADMEN <br /> ANNULAR SPACE 3 <br /> R S E <br /> 24" 24" 24" 24" 24" 24" <br /> R AND SENSOR SECTION N W <br /> MIN MIN MIN MIN MIN MIN <br /> > o ° a > <br /> 0 � o0 ° ° <br /> 109 DIA UNDERGROUND STORAGE TANK SECTIOmoo y <br /> � Q o � w <br /> Ix <br /> u co 00 0 <br /> - x <br /> z � v � °10 <br /> .0 ° E C7 <br /> p <br /> ov) O° Q <br /> rn <br /> CONTRACTOR NOTE: TANK PRESSURE TEST CONTRACTOR NOTE: TANK PRESSURE TEST CCD <br /> AND SOAP TEST MUST BE PERFORMED AND SOAP TEST MUST BE PERFORMEDcn <br /> OFFSET ANNULAR SPACE BEFORE ALL DRY INTERSTITIAL TANKS BEFORE ALL DRY INTERSTITIAL TANKS w <br /> PRODUCT FILL AND ARE SET IN THE GROUND. REFERENCE ARE SET IN THE GROUND. REFERENCE a <br /> MANHOLE TO MAINTAIN 10" VENT MANHOLEv <br /> CLEARANCE FROM STP COVER MANUFACTURER'S TANK INSTALLATION MANUFACTURER'S TANK INSTALLATION o <br /> REF 2-G4.1 MANUAL FOR TESTING PROCEDURES. MANUAL FOR TESTING PROCEDURES. cn <br /> ANNULAR SPACE STP/ATG MANHOLE o c a <br /> RISER REF 4-G3.0 REF 2-G4.0 STP/ATG MANHOLE PRODUCT FILL AND WARNING: DO NOT PERFORM A PRESSURE STP/ATG MANHOLE CD PRODUCT FILL AND ANNULAR SPACE WARNING: DO NOT PERFORM A PRESSURE N F_ <br /> O REF 1-G4.0 VAPOR MANHOLE REF 1-G4.0 M VAPOR MANHOLE RISER a <br /> ri TEST ON A TANK WITH WET INTERSTITIAL 1 5'-0" TEST ON A TANK WITH WET INTERSTITIAL 1 <br /> 10" O REF 1-G4.1 REF 1-G4.1 REF 4-G3.0 <br /> MIN M (DSL (PUL 2 _ MIN (RUL 2 O <br /> MI FILL) (VAPOR) FILL) ao (VAPOR) FILL) <br /> 00 W <br /> Ar N�wz N 0 <br /> B1 Z \ <br /> � W � <br /> 6 C.00 6 U) U) <br /> 0 <br /> 131 C0 5 Q m <br /> 01 m � <br /> 01 <br /> 4 PEA GRAVEL <br /> it- JIL PEA GRAVEL O U co _r_ <br /> _r_BACKFILL, TYP (OR BACKFILL, TYP (OR <br /> APPROVED APPROVED <br /> ALTERNATE) ALTERNATE) Z <br /> o ci <br /> DIESEL PUL 4 RUL 4 Z a <br /> TANK#3 TANK#2 TANK#1 � o � ,., � ,., � � �W <br /> Q U'-• `�' O O O <br /> E3 O <br /> 12" PEA GRAVEL 12" PEA GRAVEL `� W o Q <br /> _ BACKFILL MATERIAL BACKFILL MATERIAL _ <br /> i (OR APPROVED (OR APPROVED _ <br /> ALTERNATE) UNDER 11 Hill Hill Hill Hill ALTERNATE) UNDER Q o Q <br /> N TANKS AND DEADMEN TANKS AND DEADMEN o ' W m o 0 <br /> oW <br /> N o a Z = o a <br /> 7 <br /> 3 3 <br /> ``' 71 1„ 1 3 3 1 1 1 7 <br /> 0 5'-108., 4'-11"2 V-4 2,. 5' 4.. 4. 2 2._9,. 4,_12„ 5._6,. 4'-68,. 4,_68., 6'-102" 4, 12., 6' 8" 5,_6" 4'-12" 5'-10g" <br /> z 4 <br /> i, <br /> 18'-0" 18'-0" 18'-0" 18'-0" <br /> olr lo, <br /> T-21" 37'-94 1.. 3,_21„ 37'-83.' <br /> U rn <br /> 2 4 <br /> ool <br /> V <br /> Z V1 ' <br /> o <br /> .��. <br /> l�FCAU . <br /> 10 ' DIA 20 , 000 GALLON SPLIT TANK SECTION 10 ' DIA 20 000 GALLON TANK SECTION <br /> N o SHEET: <br /> � M <br /> 1/4"=1'-0" 1 1/4"=1'-0" <br /> o . <br /> o <br /> m,= C-D Z <br /> G3 . 0 <br /> W z <br /> FUELING - USA CA <br />