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13. -- ALL U,. CONQUIT TO TANK; SI-OLI. TSE SCHEDULE, 40. PVC Cc?NO If 6N'f BF, SUB$TITUTEO SheetNotes 4. - TESTING OF THf. SECONDARY CONTAINMENT PINING IS REQUIRED. THE 'SEALING FOR GALVANIZED EXCEPT FINAL 2'--0 TO ANY LOCATION. PVC CONDUIT MINIMUM BURY 11 Notes BOOT IN FHF_ SUMP 15 TO BF INSTALLED WITH THE VALVE TURNED DOWN. AFTER DEPTH IS 24" PER CODE. TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY t, ._ SUMP PIPING PENE-TRATION$ ,SHALL BE MADE USING BULK HEAD FITTINGS PIPING TG THE SUMP MONITOR PROBE. 8, - A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY 14. - ALL RISERS SHALT_ BE GROUNDED AND BONDED PEI? UETAJL 4 ON OWG. T10}_2, CENVIRON"). ELECTRICAL PENETRATIONS SHAL4 BE MAV CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING WITH APPROPRIATE AIR TIGHT COMPRESSION FITTINGS WITH SFAL-OFFS. 5. - ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER OF THE SUMP THE REQUIREMENT OF TETE CODE. 15. - FOR A 20,000 GALLON IO' DIAMETER TANK, THE ANNULAR 4%h '- - (I.E. ENVIRON). - T0. ENSURE. THE PROPER INSTALLATION OF ALI BULKHEAD AND COMPRESSION FITTINGS AND 3. - TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION. SPACE RISER IS LOCATED ON THE FILL SIDE AS SHOWN. RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE 2• - [HE HEIGHT OF PENETRATIONS INTO SUMP FOR SIPHON PIPING VARY BETWEEN TANKS. THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY SEE RETAIL$ 8 & #1 ON OWG. TK3-2 FOR MIDDLE TANK SIPHON PIPING DETAILS. TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS 10. -' NOT USED. 16. - TO CALCULATE TOP OF TANK ELEVATION. START WITH TAY MINIMUM DEPTH OF VAPOR ARE WATERfiGNT. THE ARCD FIELD ENGINEER MUST SIGN OFF ON THIS TESTING ON TITS TANK RECOVERY LINE AT THE FARTHEST DISPENSER AND SLOPE 1/4" PER FOOT MAXIMUM TO INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. 1 ), - FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS 1/16"' VER FOOT MINIMUM. ADD 12" .1f THE TANK. ADD 13" (FUR 3" PINE) OR 8" (FOR 2") FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90' OR 45. SET TANKS H" DEEPER THAN 3. - SITE SHALL BE RNWINGERWRITFRS LABORATORY.APPROVED EM CALLED FOR ON THE WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE SHALL BE CALCUTATEO AS PRECAUTION. IN NO EVENT ' SITE SPECIFIC DRAWING OR AS DESIGNATED ON HIE SUPPLEMENTAL CONDITIONS AND 6. �- THIS DIMENSION IS CRITICAL AND MUST BE ADHERED T0. CONTRACTOR ltiiT_L BE REGUIRED RETROFITTED TO THE FUELS INTO TETE 51OTLIGF Sr STEM. SHALL THE TANK BE BURIsq LESS THAN 4' -0" 70 REINSTALL AT OWN EXPENSE OR WILL BE BACKCHARGEO FOR EXPENSE TO CORRECT BELOW FINISHED GRACE OI? DEEPER THAN '/'-0" BELOW FINISHED GRACE SEE MANUFACTURERS SHALL C DOUBLE WALL TANKS O FIBERGLASS INS REINFORCED PLASTIC (FRP) AS INSTALLATION RECOMMENDATIONS. ANY VARWTIONS IN SLOPE FROM 1 4 V MANUFAC N(dEO BY XER%ES CORPORATION, INSTALLATION OF TANKS AND IFING INCONSISTENCIES. T2. - ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A t--9/2' CROWN OF CONCRETE / " PER FOOT S1WU. SHALL BE IN ACCORDANCE WITH SPECIFICATION 13800 LATEST EDITION AS PROVIDED TO PREVENT 'WATER INTRUSION INTO THE MANHOLE. SEE SECTION A ON DWG. TK3-8. BE REPORTED TO THE FIELD ENGINEER. BY ARCO PETROLEUM PRODUCTS COMPANY, AND MANUFACTURER'S INSTRUCTIONS. 7, SEF SHEET 1H4-2 FOR LIQUID PROBE COUPLING DETAIL. PROBE TO BE MOUNTED AT 'ilDf. OF THE ARCO FIELD ENGINEER WILL BE REQUIRED TO SIGN OFF ON TtIiS REM ON THE TANK TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE 3i BELOW LOWEST PENETRATION INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PND. FITTING 'WITHIN SUMP AREA. Qf 21 PRODUCT- B INACTIVE SIPHON TK3--I VAPOR " SLOPE AS SHOWN ON TANK LEVEL GAUGE - i8 4 w5' RECOVERY DETAIL 10 ON OWO. TK3-2 (IF INSTALLED) _ ' ADAPTER ACAP IN --- _ _ SPILL -- CONTAINMENT � FILL BOX. I a"± 4""-E SEE NOTE 1 18-i/k" 18-1 7' ZO T 2' F.G. VENT (gTF IPE PLN8SUMP MONIORING T SUMP PROBE 18 _-.. 2Z - EF REFLIQUI INSTALLED °- SEE NOTE 7 C� 7 PIPE PLUG IN MX2" �OPB'LTAPPED VEBUSHING W/NACTPHON) �i TANK LEVEL v °�"q ��T.•.111 GAUGE 24 10 �yi► (IF INSTALLED) c t3J __ HAND TIGHT CAP dV'1 SCR'D BLACKSTEEL (TYPICAL W/INACTIVE SIPHON) I 12 n - _ 12 ui - a - -- ------ -- .. - - --- -- ( - 4"-'FlLL ADAPTER 15 T t 11 22 F17'TffAD AND CAP IN SPILL& NEW 2" UNION - 'Z2 '± CONTAINMENT FILL BOX SCR'D BLACKSTEEL `\ ALL MANHOLE ACCESS COVERS A k' -f TO BELLOW GRADE SHALL BF 8 \ TK'L-1 � ._�... ...._. 8° ACCESS PORT IJOUiD TORT AND LOCKABLE - - -- 'Z' V.R, FROM 6 9 HEADER (� Plan View Tk3 NOT TO SCALE: cc 4'x3 4" GALV. REDUCING --- (I 1�z R0 N TEE 0 4" GALV. PLUG 12 14 15 16 1T3" SEP ATI-CO INGS) 9 -� SS -- 4" PVC THREADED PIPE (;AP CABLE GRIP SEE NOTE {(8-- 6' I.D. . I L,IrP� -- IYP.) - SET AT 8" MIN, i2 C--H CGB 293 (TYP) --- 4-1/2" TO 43' I T T(P� 12" MPX. A.C. PAVING RE mu J/ 3" MIN. _. SEAL OFF GALLON SPILI�L - i CONTAINER Wifld 3/4" CONDUIT - SEAL OFF J-BOX & 3/4" CONDUIT 3 A' CONDUIT - INLINE DRAIN - Z3 (SCE NOTE #13) ' TO TURBINE (SEE NOTE #13) LCSUP TO 5U�1P - 4" Bty�C'Kg7EEl ` (SEE NOTE $13) SER QSEB NUIE X14) ___ _SIPHON PIPING _ _ _ _ - - �,t " NOTE: Ri�3AN4Kgg 0�7��gyyU(dl 13 SEE NOTE ✓fl- Z3 ! ' .- _ - SEF NOTE J2 o z fURUINE CONTAINMENT AND FILL SIDE SUMPSda - i LVOT IN4TACLF IN 'J-BOX I REND CD CONDUIT _ _ _.___._ - a v (FURNISHED BY TANK MANE ) FIELD BOND TO TANK COLLARS SEE DETAILS #1 & #2 ON DWG. ('W/ PULL ST NO T10'' f -2 TK3-1 FOR CURRENT STANDARDS. 4" GALV. RISER--- (SEE NOTE #T3) I *- 2 PRIMED AND WRAPPED �4'Xi2" L BLACKSTEE! _ _ -- L' VENt._3c V.R. -PIPING_ .. > . fU GRADE I I RISER W/ PIPE CAV f ------ - (SEE NOTE #15) 23 r -`. - - - `- - _ .S ) ,(SEE NOTE #14) 1" I 2 BELL & - FNPT ADAPTER s... To uml NT R BALL FLAT LVE I 18 (LIUUIDMPROBE) 13 - - NOTE SECOND INSPECTION ,. 5 ) EE NOTE #7 (7YP. 2) WELL NOT SHOWN JJ99 \ `��..•- PEA GRAVEL./ _ THIS VIEW i CRUSHED ROCK yi��rr AS PER TANK I I I MANF. SPECS. SEE NOTE #y s I I I I I ( III III II 1 2 11 4 5 6 7 I iI 10 z of I a 61 all II I ! II III II T9 ANNULAR SPACE TANK LEAK 45° 1/4" STEEL PROTECTION DEFECTOR PLATE-TYP. ALL 'Z" BLACK STEEL f; (LIQUID PROBE) _--- OPENINGS ON - - -_---`— SIPHON FIPE �) ---- `k FIBERGLASS LANK r . ti b'• .. . / WZ+Ar r due;rara •" SEE NOTE NB TANK SHALL BE SET DEAD LEVEL OR SU)PEO-1-ALAR 1Q A'NNI RTSsn E PROBE 'd .Y. y I 3/18/ 7/ 7W WE .< 11NIMA � \ , NO. OAT6 ----FIBYITA_Ofd---_.__._.__._--._---___.--- T'TiQIECT FIELPAR6 FfC4 OX6. 4aml by 2'-(f MIN. .TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER END OF TANK --- '-O" MIN, (N.T.$ ^HK FF1dFNT N.T.S. ONLY _ pr'oCl pa- EXCAVATION <ity EXCAVATION - - �`-- ONLY DO Underground Wank Section }� - -- - -- -- ---- - - ��l �L ARCNL'L'6UFURS + YNGINIEULNG • HNYLRONN6NTAL SERVICES 1 f`1Pr��B NOT TO SCALE: 660 HOAG A E SIE. 5x74 SACRAMENTO, CA 9f&S (916) 646-4003 SEE NOTE f{3 DIKW/ TNT. JOHN W. ."NSON, ARCHITECT JATAF.S 14. RAY, CIVIL LNUNkER AS-SHLT — p �