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3/60 WASHED PEA GRAVEL BACKFILL Q ALL OPEN GRADED MATERIALS SHALL BE FULLY ENCASED IN A GEOTIXTILE FILTER FABRIC,SUCH AS MIRAFI 14ON,TO NOTE. RATION OF FINE GRAINED SOILS INTO THE 6 THE TANK AND THE TANK SUMPS HAVE CALCIUM CHLORIDE IN THE 6 12 POROUS I'1A wAL.GRAVEL SHOULD BE PLACED IN THIN 55.0 INTERSTITIAL SPACE. 55.0 F54.1 (LESS THA7111 N INCH)LIFTS AND DENSIFIED WITH MINIMUM OF (3)PASSES SING A VIBRATORY COMPACTOR PRIOR TO CONTRACTOR TO LABEL FILL PORTS WET TYPE OF FILL. PLACEMEN F THE NEM LIFT. CONCRETE B SHALL EXTEND A P�MINL 2'-O" EYOND THE ENDS AND SIDES OF TA KS,SEE SITE PLAN SCHEDULE 40 BRINE RES OIR _ I IENS& TRIAL SI I—III; I EN506 5 -1 _ I o _ K12 Architects,Inc 11 I I I 1 1 1 1 1 1 1 . 3090 Fite Cirele,#104 I I I I I I II I II I I orvsu�.r�.s.Sacramento,CA 95827 _ PH:(916)455-6500 FAX:(916)455-8100 �III111 1 � 1 l ___J IIIA IS III 11111 ROP H o III -11111 I � �o� 147 o III orvT��Toa — L TURBINE PUMP gg PROBE O 1111111111111 � I I I�I re�T III—III—I o PEA GRAVEL II II I—J mmi DEFLECTOR PLATE - BED DEFLECTOR PLATE _ —III—III— _ I I I I I I I W , FOR DEADMEN AND1 1 1 1 T I _ — I I_- I STRAPS SEE DETAIL 56.0 — I I— I I—III—III-I -I EARTH,NP. FABRIC LINER IF REQUIRED DIESEL FUEL ■"!n CONVENIENCE STORE& SCALE: 1/2" V-0•• FUELING CANOPY NOTES: UST INSTALLATION 12 10 20 17 54.2 54.2 54.2 54.2 7 0 SLOPE CONCRETE AWAY FROM ALL MANHOLES I"RISEOVERI2"RUN. North Wilson Way ASPHAL AND STONE PER Stockton,California 95205 PROJEC SPECIFICATIONS B"THICK,4000 P51. O FIBER REINFORCEMENT TO BE USED.PREMIX UNIFORMLY THROUGHOUT CONCRETE. 18"MANHOLE 121 F54 (i1'P') 3 FIBER REINFORCED O3 REINFORCING BARS TO BE NO LESS THAN 2'AND NO MORE THAN 4'FROM SURFACE. eve�.oeex. 1 CONCRETE TANK SLAB FILL 4 40' NHOLE 121 I 1 (TrPJ 0 11 O4 REINFORCE CONCRETE SLOB AROUND MANHOLE WITH(4)44 REBAR 60'IN LENGTH. PLACE REBAR 6"FROM SIDES OF BOX. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP.PROVIDESEAL-OFFAT SUMPS 1 BUILDINGWIwNGTROUGH.CONTAINS LINE VOLTAGE WRING.ALL CONDUR GURPARTAP SINGH 130 2'S.S BALL VALVE PENETRATIONS MUST BE MADE WITH ROBROY PJC COATED CONDUIT ONLY. IGRA INVESTMENTS GI I I 120 2'SS FLEX CONNECTION c�ti` 62 N.SIERRA MADRE ST. 1'COND.LOOP 6O SINGLE I"CONDUIT TO EACH TANK.LOOP HOME RUN FROM INTERSTITIAL SENSOR MOUNTAIN HOUSE,CA 95391 TO SUMP I I I I LOCATION TO CONTAINMENT SUMP SENSORS E,TANK GAUGES.PROVIDE 4"5.5.RISER I SEAL-0FF IN BUILDING S AT TANK.ROUTE TO INTRINSICALLY SAFE TROUGH IN 8 BUILDING.CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORSALL CONDUIT PENETRATIONS MUST BE MADE WITH ROSROY PJC COATED CONDUIT ONLY. s' z GWNP-R CHANGES 03/01/2022 O7 USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MINA,S F I NOTE: PLAN CHECK 05/12/2022 HYDROSTATIC 31A I BUD PESI DES OF TANK HOLE(USE OF M STBE P OF Y IN SIZE,FREE OF CLAY,SLAG,PROVED BY MANUFACTURER'S INDERS,OR S OWNERS DEBRIS. REPRESENTsTrruTES ATIVE. 2Q Hi1ILDING DEPT REVISIONS 08/082022 MONITORING SLOPING MUST BE RECEIVE PRIOR SENSOR I I I APPROVAL ON INDIVIDUAL SITE BASIC FROM"SP')OR USE SHORING FOR ALL O 6"OBSERVATION SUMP DEPTH SHALL BE 24"BELOW TANK.DO NOT PENETRATE A OWNER CHANGES 10/04/2018 TANK IXGAVATIONS IN ACCORDANCE 501 L.DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER COUPLINGS OR WITH OSHA 1926 SUBPART P,OSHA FITTINGS. 6 FUEL COMINENTS 2/523 E ANCHOR STRAP I I I I STANDARDS-26 SUBPARTP'C RULE / LOCATION P. = O TANK EXCAVATION OBSERVATION SUMP(2).INSTALLED WITH TANKS,DO NOT 7�I'-11EL COMIr¢NTS 4/20/23 OCTOBER 1,1989 DRILL AFTER INSTALLATION. Q / 8 FUEL CObINAENTS 5/1523 IF TANK PAD MINIMUM 2'-O'OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE rzoaess�orvnL senLs FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN, S.D BE I \// AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. /\\�\ I I ANK LEVEL�AUGE CUT CORNER WHERE MEETING ASPHALT PAVING ONLY.SQUARE CORNERS WHERE VFEP.•.C•H/T�, \\ 47 W/4"FLLOC�AAT KIT. \\\ MEETING CONCRETE. �jrJQ4 1'/fnn nA \ \ I I Q o RFlLIE MAT I BACKFlLLWITH _ //\/ \\ \/\ S 9CA PEAGRAVEL AS \\//\ 12 REFER TO RITE SPECIFIC PUNS FOR ACTUAL RPE RUNS S NUMBER OF PRODUCT 0% ACITY C-'14 29 d \/ LINES Q OR 2 PER UST SUMP).1 I PERTANK ' ` MANUFACTURER // 13 TURBINE SUMP CONFIGURATION SHOWN 15 TYPICAL.FOR SPECIFIC DESIGN CRITERIA EGA SPECIFICATIONS. U T ELS E PLATE I 127 DEF T<!sSINE I \ O Ns a 2= UNDE A OP G W/ MP T KITS 6 AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PN$SUMP WAYS N t DETAIL DRAWINGS NOTED ABOVE. F •••-.C•"'�� Op p�\F INK N.) \\/ 14 TANK ANCHORING CONSULT LOCAL REGULATION;VERIFY WITH OWNER'S I I - U I \\ N REPRESENTATIVE. j\%�\� '•' I V I I •`.j - / F 15 OVERFLOW PROTECTION:U57 OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF xo:EcrI.mex. OVERFLOW PREVENTION DROP TUBE FLIPPER VALVE SET AT 95%AND IS IN -20-016 I Pao, 05-042020 �/ ~�'. 1••',• a ..� :^i j.;.//\\ i v O ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. ,•:-'d y ' ,'nl.-. •I. _ 1'O"MIN.PEA GRAVEL —T corv'reirrs. "� �r�• K SAL B6`-ET.D,A3J"L -:' tr INSTALLED OVER 7 �\ AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT •d' :a.�Y:JvsUl '}.•. '�-�!r^T.'C'f✓ H �'^ •. �. O•;,.`'.'r .y:Y::.•.;.?d '•% AUTOMATIC TANK GAUGE SYSTEM.THE MONITORING SYSTEM PROVIDES AN -/: Hyl:.... - + •-'. .. - :`; COMPACTED SOIL / \ \ \ \ \ T � � AUDIBLE AND VISUAL HARM WHEN THE TANK(5)ARE FILLED TO THE 00%LEVEL. .\/,�/\/ TANK SECTIONS END OF TANK 2-O'MIN. 26'-01/2" 2'-0"MIN. 10 n DEF FUEL TANK SECTION �MeER SCALE: 1/2"a 1'-0" FS3.1