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HomeMy WebLinkAboutBUSINESS PLAN 8/13/1993 Castle & Cooke DEVELOPMENT CORPORATION Michael Mugford Senior Construction Manager Mailing Address: P,O, Box 11165 Bakersfield, CA 93389 (805) 664-6243 Delivery Address: 10000 Ming Avenue Bakersfield. CA 93311 Fax: (805) 664-6042 ~. ~U%~ 'ß, 1~"17 BAKERSFIELD FIIlE DEPAIlTMENT BUREAU OF FIIlE PIlEVENTION APPLICATION rn\\~J,Q?g ~:onlormity wit~ prjiSiOnS 01 pertinent ordinonces, codes ond/or regulotions, oPP~tion is mode -:P(ðLtJ(1 v ~4J itr ol\ d) \ A-+-- ;;;>~ (/t' ~c:11d GèJ .!'lame of Company , Address J to display, store, install, use, operate, sell or handle moterìols or processes involving or creating con- ditions deemed hazardous to Ii or property as follows: \ : -tZL fe(~ k-oÐ ~ , út~c.... - ~~------------~ Authorized Representative By1~...¿;dJ,....... , - Permit ~ ................................................ 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JOHNSON FIRE CHIEF 2101 H STREET BAKERSFIELD. 93301 326,3911 John Robison Martin Mcintosh 2001 Wheelan Court Bakersfield, CA 93309 Dear Mr., Robison: i Enclosed please find the approved permit to install the aboveground storage tank located at 7612 Spring Creek Loop. The design submitted for the underground fuel line sump will be acceptable for this installation, as long as the outer PVC conduit is sealed where it comes through the concrete bottom; ie. the concrete observation well can provide leak tight secondary containment to a height above the PVC conduit. If you have any questions please feel free to call. Sincerely yours, -<1~~ Ralph E. uey Hazardous Materials Coordinator -~--.,. REH/ed Enc!. "'" .. ,~ e e BAKERSFIELD FIRE: DEPARTMENT BUREAU OF FIRE PREVENTION PERMIT X 30 ~ t1g1A~ 13, /4"17 Dote Permit No. In conformity with provisions of pertinent ordinances, codes and/or regulations, permission is hereby gra;:o.~ ~ JOUJ \ r (7 ~ ;:1,/ I A+î~ subject to the provisions and/or limitations as provided on the reverse hereof. Violation of pertin- ent o,d;nances, codes and/o, cegulat;ans shaIlVO;d~ . ~ ..-~ _.~ / - :. " "r'... J' { =---' ì --- ~ ;~ e e' [blE1JlJŒœ (D)[f ìYœ£~~œAJomr/Á\[b AliI" .. ¡ÇJ~I JéJn , 1-114:J DATE r--'Z-'1-73 I JOB NO· 687,/, // RE: i j/1/Vr!cY" Cr ~¡¿.. ¿,tJq~/V ¡4/~/ LAND IURYEYING . CIVIL ENGINEERING 2001 WHEELAN COURT, BAKERSFIELD, CA 93309 (805) 834-4814 TO , C íý of !8ribvs/","elel f!,:,f'lAydo't,f ~fc4,/Q(.I' '2-1?xJ G S/y~ GENTLEMEN: WE ARE SENDING YOU o Maps o Copy of letter o Enclosed 0 Price Estimates Via o Prints 0 Plans 0 Originals the following Items: o Specifications o Change order o Cut Sheets 0 COPIES DATE NO. DESCRIPTION / 1-2-1 O~tfI( flf c;ia/e/J'? d / M$ /) ec--f /'.9...., f 1,.0" LJ v , if THESE ARE TRANSMITTED as checked below: o For approval 0 Submit copies for distribution o For your use 0 Return corrected prints o As requested ,ø For review and comment o FOR BIDS DUE o PRINTS RETURNED AFTER LOAN TO US o REMARKS pal /Iáúpf~aÞ1 COPY TO Mi~ M~¡¿.r4 . Æb~ ¡V1 h h3/r¡ ~1t/¿:r/A-; SIGNED: R ~ e e " - "'... 14' STFEL PLA TE 12' DIAM. PVC PIPE CLASS 160 MIN. 1 J-f' PVC CONDUlT\ SLOPE . CAR£FULL Y CUT EXlS71NG PVC CONDUIT MARTIN - McINTOSH CIVIL ENGINEERS 2001 WHEELAN CT. BAKERSFIELD, CA 93309 -.. , ...... 1'-:1'" 8' I CONe. BLOCKI I I 2'-0' EXIS71NG l' 6' CONe. PERIMETER APRON l' ON GRADE (4' THICK)L CONCR£1C COLLAR ON GRADE (4' THICK) ~ " . ----------- ~ .., BUILDING FOUNDA 710N '~ '.." 1'-4" POUR CONCRETE BOTTOM ~' I-I - ---C--"~ :~ ',.-J ,~,-ç~, '~ , ~(." " ;/''-t' . ,. u. '~ f , r:, <7. I I I I <-=j < <? . q;¡ . ~ .1 ... INSPECTION SUMP ON UNDERGROUND DIESEL FUEL LINE WA TER WELL 1/4 - SIL VER CREEK 9-29-93 6821.11 ~ "- 'f!" e e CITY of BAKERSFIELD "WE CARE" August 27, 1993 FIRE DEPARTMENT S, D. JOHNSON FIRE CHIEF 2101 H STREET BAKERSFIELD, 93301 326-3911 Castle & Cooke Silver Creek - Water Well #4 10000 Ming Ave. Bakersfield, Ca 93311 RE: Plan Check/Review of 500 Gallon Above Ground Diesel Tank to be Located at 7612 Spring Creek Loop CONDITIONS The Physical tank does meet all of the requirements of the Bakersfield Municipal Code and the Uniform Fire Code. Specific Requirements relating to the installation of this tank are as follows: 1) The only openings permitted in the tank vault shall be for inspection, filling, dispensing, venting, emergency venting,; and they shall be installed through the top only. Antisiphon devices shall be installed on disçharge ' lines. 2) Tank connections shall be so piped or closed that neither vapors or liquid can escape into the enclosed space between the tank and the tank vault. 3) Means shall be provided to ventilate each vault to dilute, disperse q.nd remove vapors. 4) Vent pipe provided for normal tank venting shall terminate at least 12 feet above ground level. 5) Permits shall be required for all reinforced concrete such 8.$ pad, sides, ends and top through Building Department. j' 6) Permits shall be required for all electrical through Building Department. ~ ---- ------ "'~ ," ~ e e 7) The tank vault shall be protected against accidental dislodgement by use of crash posts minimum six inches in diameter, six feet long, two feet of which shall be below grade and encased in concrete. Be set four feet on center and three feet from vault. (Encasement in concrete shall be minimum of 12 inches wide. Bottom of posts, suspended ih concrete minimum of three inches from bottom). 8) Shall be protected against dislodgement during seismic activity as per Building Code. 9) Tank vault should be at least 25 feet from any opening in a building, any prOperty line or any street, alley or public way. One hundred feet from I, R-1 and R-3 occupancies. One hundred fifty feet from all A and E occupancies (see Uniform Building Code). 10) Vaults shall have warning and identification sign installed to clearly identify the hazards. 11) Vapor rècovery approved by air pollution laws. 12) All vaulted tanks shall be inspected for vapor and/or liquid leaks every six months. Records kept on premises and signed by responsible party. 13) Maximum life of above ground tanks: 25 years. Please provide 48 hours notice to this office prior to final inspection of this facility. REH/ed cc: Brown & Fowler "øestAlfove Grodbd Fuel Storage Tank TRUSCO's SUPERVAULT TM is the environmentally safe above ground solution to your flammable fuel and waste oil storage needs where underground storage is undesirable or not permitted. SUPERVAULT TM consists of a UL listed rectangular steel primary tank, a high density polyethylene secondary containment, and a six inch reinforced concrete encasement. Built by long standing above ground storage tank experts, the SUPERVAULT TM gives long life, leak protection, and thermal insulation in one easy-to-install tank. Protect the environment and your investment. SUPERVAULT TM - clearly the best choice for your above ground fuel storage needs. TRUSCO TANK INC. Technology at Its Best Call TRUSCO and discuss why you should TRUSCO specify SUPERVAULT TM for your project. fj;RVA~',T (800) 800-TANK Fresno - Petroleum Products Division P.O. Box 11925 Fresno, CA 93775 (209) 264-4741 . FAX (209)237-3413 San Luis Obispo - Home Office 4388 Santa Fe Road San Luis Obispo, CA 93401 Over 25 Years of Quality, Service, and Innovation :; Designed tI Meet Your AbA-e Ground Storage Needs - SUPERV AULTTM TOP 02" LEAK 0 2" 0 I DETECTION VIEW TUBE 04" EMERGENCY 0 VENT W FIITING ~ 02" 2" 0 L SIDE VIEW I H ~ -4" -t ·I-B~ 1- B-i · A NOMINAL HEIGHT \ EMER- wEIGHT CÀP AchY, WIDTH LENGTH A B GENCY GALLoNS (Ii) tW) (L) VENT IN LBS. , ' 125 401/2" 46V2" 481/2" 30" 91,4" 4" 5.000 250 40V2" 46%" 84V2" 54%" 15" 4" 7,800 250D* 40V2" 46V2" 841/2" 54V2" 15" 2((1)4" 7.800 500 52V2 " 68V2" 721/2" 44" 141;4 " 4" 11.500 500D* 52V2" 681/2 " 721/2" 44" 141,4" 2@4" 11,500 1 000 52%" 68V2" 132V2 " 88" 221;4 " 6" 18.500 1.000D* 52V2" 68%" 132V2" 88" 221;4" 2@4" 18,500 2,000 64%" 94V2" 132%" 88" 221;4" 6" 26,700 2,000D* 64V2" 94 V2" 132Vz" 88" 221;4 " 2@6" 26,700 * Dual Compartrnent Tanks Split 50/50 PATENT PENDING · UL Listed 3116" steel primary tank · 30 mil HDPE secondary containment · 6" reinforced concrete vault provides protection and thermal insulation for flammable liquids. The concrete and reinforcement rneet UBC requirements for 2 hour fire resistive construction · Exterior protective urethane coating · Leak detection tube allows physical rnonitoring between the prirnary and secondary containers · All tank fittings are threaded steel pipe. Leak detection tube is 1" rigid galvanized conduit · Dispensing and storage: Gasoline, Diesel, Ethanol, Methanol, Lube Oils · Waste product storage: Oil, Solvents, Anti-freeze · Optional dispensing and waste oil equipment packages available · Meets requirements of NFPA 30 for above ground storage tanks · Electronic rnonitoring capbility · Heat and fire tolerant · Environmentally safe · No underground storage tank liability insurance required · Designed to withstand natural disasters including earthquakes · Can be relocated Call TRUSCO TANK INC. (800) 800-TANK ~~ - <-- ., · · · · III · · · II · · .,- _b >, '<i¡> ~/. .. ~? I ,': . . :. ;'. .f:~ ',': .".., '".' .1.'. ",f .; ;,. I CROSS SECTION I FEATURES UL USTED DOUBLE WALL STEEL TANK PROYlD13 TESTABLE SECONDARY CONTAJNJIENT Q) 3/16'" steel primBry tank ~ :"I.~ :, :\." ® 12 gage steel secondary containment tank ø 6'" reinforced concrete encasement provides protection and thermal iDsuJation ø Epozy and urethane protective coalÍng system ® Leak detection tube 8.lJows physical monitorÍI1g of the space between the primary and secondBry containment tanks SIDE VIEW ('11.._____________ I I I I L__________________ I I DOUBLE WALL STEEL MODEL I ,".t. _'0" ,::..? I .:... ", i . . ":'.~ '. ,.t·. '..... '.,:.,<.. . I CROSS SECTION ~ FEATURES STEEL PRIJ/ABY / HIJPE SECONDMlY CONTAfNJ/ENT l1NER Q) 3/16'" steel primary tank ® 30 mil high density polyethylene secondary containment liner ø 6'" reinforced concrete encasement provides protection and thermal iDsuJation ø Epozy and urethane protective coating system ® Leak deteclÍon tube' 8.lJows physical monitoring of the space between the primary tank and the secondary containment I , I I SIDE VIE1r tl1..------------- I I I 1 L__________________~L STANDARD MODEL WITH HDPE SECONDARY CONTAINMENT LINER I II ~ · UL listed 3/16'" steel primary tonk · UL listed 12 gage steel secondary containment tonk or 30 mil HDPE secondary containment liner options ore available, ff' reinforced concrete vault provides protection and thermal insulation for flammable liquids. The concrete and reinforcement meet use requirements for 2 hour fire resistive construction. · Epoxy and urethane protective coatings. · leak detection tube allows physical monitoring of the space between the primary tonk and the secondary containment. II II II =q¡ TRUSCO TANK INC. (800) 800-TANK SUPERVAULT™ CONCRETE ENCASED ABOVE GROUND TANK II I : i . All tonk fittings including the leak detection tube ore threaded steel pipe. Meets requirements of NFPA 30 for above ground slorage lanks. Electronic monitoring capability. Heat &: fire lolerant. Dispensing &: storage : Gasoline, Diesel Ethonol, Methanol Lube Oils Environmentally safe. No underground storage tank liability insurance required. . Waste product storage : Oils Solvents Anti-freeze Designed to withstand natural disasters including earthquakes. Dispensing and waste oil equipment packages available. . Con be relocated. DATE : 5/29/91 REVISION No. : o REVISION DATE : DRA'IrING IMlBER 5.100 MODEL TOTAL HEIGHT WIDTH LENGTH STEEL STEEL STEEL EMERGENCY WEIGHT NOMINAL A B TANK TANK TANK NUMBER CAP ACITY. (H) (W) (L) VENT F1TIlNG IN LBS. GALLONS HEIGHT WIDTH LENGTH 125 125 40Y2" 46Y2" 48Y2" 30" 9~" 24" 34" 36" 4" 5,000 250 250 40Y2" 46}12" 84}12" 54W' 15" 24" 34" 72" 4" 7.800 250D · 250 40Y2" 46}12' 84Y2" 54}12" 15" 24" 34" 72" 2@4" 7.800 500 500 52Y2" 687'2' 727'2" 44' 14Y4" 36' 56" 60" 4" 11.500 500D' 500 527'2" 68}12" 72Y2" 44" 14Y4" 36" 56" 60" 2@4" 11.500 1000 1.000 527'2 687'2" 132Y2 88' 22Y4" 36" 56" 120" 6' 18.500 lOOOD · 1,000 52}12' 68Y2" 132h 88 22Y4" 36" 56" 120" 2@4" 18,500 1000S2-t 1,000 52}12" 68}12" 132Y2" 88" 22}14" 36" 56" 120" 1@6" 1@4" 18,500 1 000S3 1-t 1.000 52}12" 68}12" 132Y2" 88" 22Y4" 36" 56" 120" 3@4" 18,500 1 000S4 m 1.000 52Y2" 68Y2" 132Y2" 88" 22Y4' 36" 56" 120" 4@4" 18.500 2000 2,000 64Y2" 94Y2" 132Y2" 88" 227'4" 48" 82" 120" 6" 26,700 2000D · 2,000 64Y2" 94Y2' 132Y2" 88" 227'4" 48" 82" 120" 2@6" 26.700 GENERAL INFORMATION for STANDARD MODELS with HDPE SECONDARY CONTAINMENT SUPERVAULT™ CONCRETE ENCASED ABOVE GROUND TANK ~ 02" 2"0 ~ LEAK DETECTION TUBE 0 TOP VIEW 04" w EMERGENCY 0 VENT FlTIING ~ 02" 2"0 I 10"-16" 10"-1e'" L I l.. 1 I II I SIDE VIEW lB'~4 I I I I I , * DIVIDED TANK SPLIT 50/50 t SPECIAL DIVIDED TANK SPLIT 75/25 tt SPECIAL DIVIDED TANK SPLIT 50/25/25 ttt SPECIAL DIVIDED TANK SPLIT 25/25/25/25 · UL Listed .3/1 õ' steel primary tonk, · All tonk fittings including the leak detection tube ore threaded steel pipe. · Dispensing & storoge : Gasoline, Diesel Ethonol, Methonol Lube Oìls , · .30 mil HOPE secondary containment, · õ' reinforced concrete vault provides protection and thermal insulation for flammable liquids. The concrete and reinforcement meet use requirements for 2 hour fire resistive construction. · Waste product storage : Oils Solvents Anti-freeze , · Exterior protective urethane coating, , · Leak detection tube allows physical monitoring between the primary and secondary containment. · Dispensing and waste oil equipment pockages available. " , =q¡ TRUSCO TANK INC. (800) 8pO-TANK DATE : 8/1/90 REVISION No. : 3 , FEATURES ø UL listed 3/16" steel primary tank ® 30 mil HJ)PE secondary containment liner o 0" reinforced concrete vault provides protection and thermal insulation ø Exterior protective uretha.ne coating ® Leak detection tube allo"s physical monitoring bet"een the primary and secondary containment PATENT PENDING · Meets requirements of NFPA 30 for obove ground storage tanks. · Electronic monitoring capability, · Heat & fire tolerant. · Environmentally safe. · No underground storage tank liability insurance required, · Designed to withstond noturol disosters including earthquokes, · Can be relocoted. REVISION DATE : 1/15/91 DRAWING NUVBER 5.102 , I ~ I , I I I 'I ! I I I I I I I I ¡ I I , ~ ¥ ~ FEATURES 02'" 2'"0 UL listed Double ".an Steel Tank SECONDARY TANK 0 provides testable secondlH'}' containment TOP EMERG, VENT rrITlNG VIEW 04" LEAK nmCTION roBE 0 W PRIVARY TANK 0 ~ ø 3/16· steel primary tank EMERG. VENT rrITlNG 02'" 2'"0 ® 12 gage steel secondary containment tank 10'-Hr 10"-HI'" L 0 6" reinforced concrete vault provides protection and thennal' insula tion r ø Exterior protective urethane coating SIDE H 0 VIEW Leak detection tube allows physical monitoring between the primary and secondary containment A MODEL TOTAL HEIGHT WIDTH LENGTH STEEL STEEL STEEL PRIMARY SECONDARY WEIGHT NOMINAL A TANK TANK TANK TANK EMERG, TANK EMERG. NUMBER CAPACITY, (H) (W) (L) IN LBS. GALLONS HEIGHT WIDTH LENGTH VENT FITIlNG VENT FlmNG 125-SC 125 40Y2" 46Y2" 48Y2" 3O" 24" 34" 36" 4" 4" 5,000 250-SC 250 40Y2" 46Y2 84Y2' 5·11/2" 24 34 72 4" 4' 8,000 250D-SC · 250 40Y2" 46Y2" 84Yz" 54 Yz" 24" 34" 72" 2@4" 4" 8,000 500-SC 500 52Yz" 68Y2" nyz" 44" 36" 56" 6O" 4" 4" 11,750 500D-SC · 500 52Yz" 68Y2" 72Y2" 44' 36" 56" 60" 2@4" 4" 11,750 1000-SC 1,000 52Yz" 68Y2' 132Y2" 88' 36' 56" 120' 6" 6' 19,000 1000D-SC · 1,000 521 2" 68Y2" 132Y2" 88" 36" 56" 120" 2@4" 6" 1 9,000 1000S2-SC' 1.000 521 " 68Y2" 132Y2 88"- 36" 56 120' 1@6" 1@4" 6' 19,000 2 1 000S3-SC" 1.000 52~ " 68Y2' 132Y2' B8"· 36 56 120" 3@4" 6 19,000 z 1 000S4-SC iff 1.000 52Y2" 68Y2" 132Y2" 88" 36" 56" 120" 4@4" 6" 19,000 2000-SC 2,000 64Y2" 94Y2" 132Y2" 88" 48' 82" 120" 6" 6' 28,000 2000D-SC .. 2,000 64Yz" 94Y2 132Y2' 88" 48' 82' 120' 2@6 6' 28,000 · OMOEO TANK SPUT 50/50 t SPECIAL OMDEO TANK SPLIT 75/25 · UL listed 3/1 õ' steel primary tank · UL listed 12 gage steel secondary cantainment tonk is testable in the field for leok tightness. · 15' reinforced concrete vault provides protectian and thermal insulation for flammable liquids. The concrete and reinforcement meet UBC requirements for 2 hour fire resistive construction. · Exterior protective urethane coating. · Leak detection tube allows physical monitoring between the primary and secondary containment. tt SPECIAL OMOEO TANK SPLIT 50/25/25 ttt SPECIAL DMDEO TANK SPLIT 25/25/25/25 · All tonk fittings including the leak detection tube ore threaded steel pipe, · Dispensing <Ie storage : Gasoline. Diesel Ethanol. Methanol Lube Oils · Waste product storoge : Oils Solvents Anti-freeze · Dispensing and waste oil equipment packages avoilable. PATENT PENDING · Meets the requirements for NFPA 30 for above ground storoge tanks. · Electronic monitoring capability. · Heat <Ie fire tolerant. · Environmentally safe. · No underground storage tank liability insuronce required. · Designed ta withstand natural disasters including earthquakes, · Con be relocated. GENERAL INFORMATION for DOUBLE WALL STEEL MODELS SUPERVAULT™ CONCRETE ENCASED ABOVE GROUND TANK =q¡ TRUSCO TANK INC. (800) 800-TANK DATE : 5/1/91 REVISION No. : 1 REVISION DATE : 12/20/91 DRA\I1NG NUMBER 5.103 ~ .. ~ 2" 0 TOP 04" VIEW Fill 2"0 =;¡0"-16" LEAK 0 DETECTION TUBE EMERGENCY 0 W VENT FITTING FEATURES ø STEEL TANK ® SECONDARY CONTAINMENT liNER ® CONCRETE ENCASEMENT ø PROTECTIVE COATING CD LEAK DETECTION TUBE -Ë w==B- MODEL TOTAL HEIGHT WIDTH LENGTH UQUID WALL WALL TOP AND NOMINAL A FOOT WEIGHT WEIGHT STEEL STEEL BOTTOM NUMBER CAPACITY, (H) (W) (L) IN LBS GALLONS WIDTH IN LBS VERTICAL HORIZONTAL STEEL 125 125 40Y2" 46Y2" 48Y2" 30" 6" 5,000 1.061 #3, 12" O.c. #3. 12"0.c. #3, 12"0.c. 250 250 40Y2" 46Y2" 84Y2" 54Y2" 6" 7,800 2,122 #3, 13"0.c. #3. 12"0.c. #3. 12" o,c. 250D · 250 40Y2" 46Y2" 84Y2" 54Y2" 6" 7,800 2,122 #3. 13"o,c, #3, 12"o,c. #3, 12"o,c. 500 500 52Y2" 68Y2" 72Y2" 44" 8' 11,500 4,368 #3, 11"0.c. #4, 12"0.c. 113. 12"o,c. 500D · 500 52Y2" 68Y2" 72Y2" 44" 8" 11.500 4,368 #3. ll"o,c. #4, 12" O.c. #3, 12" o,c. 1000 1.000 52Y2" 68Y2" 132Y2" 88" 8" 18,500 8,736 #3, 13"0.c. #4, 12"0.c. #3, 13" O.c, 1000D · 1,000 52Y2" 68Y2" 132Y2" 88" 8" 18,500 8,736 #3, 13"o,c, #4, 12"0.c. #3. 13"0.c. 1 000S2t 1,000 52Y2" 68Y2" 132Y2" 88" 8" 18,500 8,736 #3, 13" o,c. #4, 12" o,c, #3. 13"0.c. 1000S3tt 1.000 52Y2" 68Y2" 132Y2" 88" 8" 18,500 8,736 #3, 13"0.c. #4, 12"0.c, #3. 13" o,c, 1000S4ttt 1,000 52Y2" 68Y2" 132Y2' 88" 8" 18,500 8,736 #3, 13"0.c. #4, 12"0.c. #3, 13" o,c. 2000 2,000 64Y2" 94Y2" 132Y2" 88" 12 " 26,700 1 7 ,056 #3, 13"0.c, #4, 12"0.c. #3, 13"o,c. 2000D · 2,000 64Y2" 94Y2" 132Y2" 88" 12 " 26,700 17,056 #3, 13"o,c, #4, 12"0.c. #3, 13"o,c, III ENGINEERING DATA for STANDARD MODELS with HDPE SECONDARY CONTAINMENT UNER SUPERVAULTTW CONCRETE ENCASED ABOVE GROUND TANK SIDE VIEW 10"-16" L A NOTE: Number, size. and location of tank fittings may vary, Emergency vent fitting is provided in occordance with UL 142 ond NFPA 30, ... DIVIDED TANK SPLIT 50/50 t SPECIAL DMDED TANK SPLIT 75/25 tt SPECIAL DIVIDED TANK SPLIT 50/25/25 t-t+ SPECIAL DIVIDED TANK SPLIT 25/25/25/25 STEEL TANK SECONDARY CONTMNMENT UNER · Steel primary tank is UL Listed in accordance with UL 142 · The tank is constructed of 3/16" steel plate con forming to ASTM A36 · All fittings are threaded steel pipe and conform to ASTM A53-B . See on dory containment liner is 30 mil High Density Polyeth~ene conforming to NSF Standard 54 for Flexible Membrane Liners which provides a monitorable annular space which surrounds the primary tank. . The polyeth~ene is suitable for containment of motor fuels. oils, and lubricants. · No internal structural beams or (rame elements which may interfere with tank . The leak detection tube is 2' threaded steel maintenance or operation of equipment pipe and allows physical monitoring between the primary tank and the secondary containment. =q¡ TRUSCO TANK INC. (800) 800-TANK DATE : 3/22/91 PATENT PENDING CONCRETE ENCASEMENT · Concrete encasement is 6" of reinforced concrete poured monolithically · Concrete and reinforcing steel exceed the requirements of UBC Section 43 for 2 hour fire resistive construction · Cement conforms to ASTM CI50 TJ'Pe II or T¡pe IIJ · Between 37. and 57. oir entraining is used for improved weather resistance · 3.000 psi minimum 28 day strength · All reinforcing steel bars are deformed bars conf()(ming to ASTM A615 - Grade 60 · Pol}\Jrethane protective coating provides superior chemicol resistance ond easy cleaning REVISION No. : 1 REVISION DATE : 1/6/91 DRAWING NUWBER 5.112 ---- I .' ~ I i I ~ ~ , I I ~ - I~ I ~.- I I ~ I ! I , ~ 02" TOP VIEW 04" 02" 10"-18" SECONDARY TANK DlffiG. VENT FI1T1NG r;~ u:.u: DETI:C110H TUBE 0 PRlIlARY TANK 0 DlffiG, VENT FI1T1NG 2'"0 w 10"-18" ~ L SIDE VIEW A NOTE: Number, size, and location of tank fittings moy, vary. Emergency vent fitting is provided in accordance with UL 142 and NFPA 30, · DIVIDED TANK SPUT 50/50 t SPECIAL DMDED TANK SPUT 75/25 STEEL TANK · Steel primary tank is UL listed in accordance with UL 142 · The, tank is construcled of 3/16' steel plate conforming to ASTM A36 · All filtings are threaded steel pipe and conform to ASTM A53-B · No interal struclural beams or frame elements which may interfere with tank maintenance or operation of equipment are used in construction of the tank tt SPECIAL DMDED TANK SPLIT 50/25/25 ttt SPECIAL DMDED TANK SPUT 25/25/25/25 SECONDARY CONTAINMENT · Steel Secondary tank is constructed in accordance with UL 142, · The complete double. wall tank is UL listed. The tank bears 0 label indicating that it is listed as a secondory containment tank. · The secondary containment tonk is construcled of 12 gage steel plate conforming to ASTM A36. · The leak deteclion tube is 2' steel pipe and allows physical monitoring between the primary tank and the secondary containment. ENGINEERING DATA for DOUBLE WALL FEATURES UL listed Double '-all Steel Tank provides testable secondary containment ,O STEEL PRIMARY TANK ® STEEL SECONDARY TANK ® CONCRETE ENCASEMENT ø PROTECTIVE COA.TING ® LEAK DETECTION TUBE r MODEL TOTAL HEIGHT WIDTH LENGTH LIQUID WALL WALL TOP AND NOMINAL A FOOT WEIGHT WEIGHT STEEL STEEL BOTTOM NUMBER CAP ACITY. (H) (W) (L) IN LBS GAIJ..ONS WIDTH IN LBS VERTICAL HORIZONTAL STEEL 125-SC 125 40Y2" 46Y2" 48Y2" 30" 6" 5,000 1,061 #3. 12"0.c, #3, 12"o,c. #3, 12" a,c. 250-SC 250 40Y2' 46Y2" 84Y2" 54Y2" 6' 8,000 2,122 #3, 13"0.c. #3, 12"o,c. #3, 12"o,c. 250D-SC * 250 40Y2" 46Y2" 84Y2" 54W' 6" 8,000 2,122 #3, 13"0.c. #3, 12"0.c. #3. 12" o,c. 500-SC 500 52Y2" 68Y2" 72Y2" 44" 8" 11,750 4,368 #3. l1"o,c. #4. 12"o.c. #3, 12"0.c. 500D-SC · 500 52Y2" 68Y2" 72Y2" 44" 8" 11,750 4,368 #3. l1"o.c, #4, 12" O.c. #3, 12" o,c, 1000-SC 1,000 52Y2" 68Y2" 132Y2" 88' 8" 19,000 8,736 #3. 13"0.c. #4, 12"0.c. #3, 13" o,c. 1000D-SC* 1.000 52Y2" 68Y2" 132Y2" 88" 8" 19,000 8,736 #3, 13"0.c, #4, 12"o,c. #3. 13" O.C, 1000S2-SCt 1,000 52Y2" 6SY2" 132Y2" 88" 8" 19,000 8,736 #3, 13"o,c, #4. 12" o,c, #3. 13" o,c, lOOOS3-SCt 1.000 52Y2" 6SY2" 132Y2" 88" 8" 19,000 8,736 #3, 13"0.c. #4, 12"0.c. #3. 13" o,c. 1000S4-SCtr 1,000 52Y2" 68Y2" 132Y2' 88" 8" 19.000 8,736 #3, 13"0.c. #4, 12" o.c, #3, 13" o,c. 2000-SC 2,000 64Y2" 94Y2" 132Y2" 88" 12" 28,000 1 7 ,056 #3, 13" o.C, #4, 12"0.c. #3. 13"o,c. 2000D · 2,000 64Y2" 94Y2" 132Y2' 88" 12 " 28,000 17,056 #3, 13"0.c. #4. 12"0.c. #3, 13"0.c. H r'_L.L1r.L.J..JJ I II I II I II I II I II L___.lL___ -t2= w ==1t PATENT PENDING CONCRETE ENCASEMENT · Concrete encasement is 6' of reinforced concrele poured manalilhically · Concrete and reinforcing steel will meet or exceed lhe requirements of UBC Section 43 for 2 hour fire resistive con struclion · Cement conforms to ASTM ·C150 Type II or Type III · Between 3% and 57. air entraining is used for improved weather resistance · The concrete will achieve 3,000 psi minimum 28 day strength · All reinforcing steel bars are deformed bars conforming to ASTM A615 - Grode 60 · Pol)IJrethane protective coating provides superior chemical resistance and eosy cleaning STEEL MODELS SUPERVAULT™ CONCRETE ENCASED ABOVE GROUND TANK DATE : 12/20/91 REVISION No. : o REVISION DATE : DRA'KlNG NUI/BER 5.113 =itl TRUSCO TANK INC. (800) 800-TANK l ·- . ~ e ~ ~ c:::. ~ I C"\ "- LEAK D£TECnON TUBE 1 FUEL RETURN OR 2" SPARE r - - L - _-1 - L - -1+ - - - - -'-'- - ---- _.J.L -1¡.¡Lì : -~:: I (jJ I' I i \ :: J..W~ J ! \. II l\:l, L-----------~l-------------l---~ DATE : REVISION No. : 11/11/91 1 REVISION DATE : 12/10/91 DRAWING IMIBER 5.370 COMPONEN T DESCRIP nON PART NUMBER ,. DOUBLE TAP FITTING - 2" x 3/4" 2. COUPLING - 2" 3. sucnON PIPE - 3/4" 4. FOOT VAL VE; DOUBLE POPPET, 3/4" 5. EMERGENCY VENT 6. VENT. 7. FILL CAP, 8. FILL ADAP TOR . 9. LEVEL CAGE. 10. DECAL KIT OPW / 92-0033 MORRISON / 244 LS OPW / 23, 2" OPW / 634- TT, 4" OPW / 633- T, 4" KRUEGER / 7HERMA-GAUGE; TYPE H-2 DIESEL ENGINE SUPPLY / . EMERGENCY GENERATOR PACKAGE ~II TRUSCO TANK INC. (800) 800-TANK SUPERVAULT™ CONCRETE ENCASED ABOVE GROUND TANK ~. 4!'Þ.. ~ ~ II III III ! III III ---- r- - -1- - Î - - Î - - Î - - I - - ï - -I - -1- - Î 1 1 I I 1 1 I I 1 I I I 1 I I I 1 I I 1 r - -1- - 1- -, - - T - - T - - í - -, - -,- - , 1 1 I I 1 1 1 1 I I I I 1 1 I I I I I I ,- -1--'- -,- - T- - T - -,- -1- - -1--' I I I I I I 1 I 1 1 L _ _1_ _ -.J _ _ .1 _ _ -1_ _ 1. _ _ L _ _ L _ _1_ _ .1 I I I I 1 I 1 1 , I 1 1 1 I I I I I I I -I- - -1- - -1- - -J. - - -I- - - -I- - - -I- - -I-- - -1- - -J. SLAB WIDTH L I· SLAB LENGTH . J- SLAB THICKNESS ". ::.::':> 4',·>:,.:.:,':' ". ::':> :>.' 4',·>:,:.:.:: .'. ::'::. ::, 4"'>',.::" ". :',::' . 4"'>, .'.....:::. '". ......::..... . ..... -111-11,1-111-111-111-111-111-111-111-111-111-111- TANK SLAB SLAB SLAB BAR BAR BAR MINIMUM MODEL WIDTH LENGTH THICKNESS SIZE SPACING SPEC 28 DAY NO. STRENGTH 125 5'-0" 4'-6" 4" #3 12" 01 c E.W. A615 Gr60 2,000 psi 250 5'-0" 7'-6" 4" #3 12" o/c E.W. A615 Gr60 2,000 psi 250D 5'-0" 7'-6" 4" #3 12" o/c E.W. A615 Gr60 2,000 psi 500 7'-0" 6'-6" 4" #3 12" o/c E.W. A615 Gr60 2,500 psi 500D 7'-0" 6'-6" 4" #3 12" o/c E.W. A615 Gr60 2,500 psi 1000 7'-0" 11'-6" 5" #3 12" 01 c E.W. A615 Gr60 3,000 psi 1000D 7'-0" 11' -6" 5" #3 12" o/c E.W. A615 Gr60 3,000 psi 1000S2 7'-0" 11'-6" 5" #3 12" 01 c E.W. A615 Gr60 3,000 psi 1000S3 7'-0" 11'-6" 5" #3 12" o/c E.W. A615 Gr60 3,000 psi 1000S4 7'-0" 11'-6" 5" #3 12" 01 c E.W. A615 Gr60 3,000 psi 2000 9'-0" 11'-6" 6" #3 12" 01 c E.W. A615 Gr60 3,000 psi 2000D 9'-0" 11'-6" 6" #3 12" 01 c E.W. A615 Gr60 3,000 psi A CONCRETE SLAB IS NOT REQUIRED FOR PROPER OPERATION OF THE SUPERVAULT ABOVE GROUND STORAGE TANK. THESE DETAILS SHOW MINIMUM RECOMMENDATIONS WHEN A SLAB IS DESIRED OR REQUIRED. THE INFORMATION CONTAINED IN THIS TABLE IF FOR SLABS POURED-IN-PLACE ON COMPACTED SUBGRADE ONLY AND IS NOT APPUCABLE FOR PRECAST SLABS. ALL WORK SHALL CONFORM TO UBC AND ACI REQUIREMENTS FOR REINFORCED CONCRETE. THESE SLABS ARE SUITABLE FOR USE WITH SEISMIC RESTRAINTS (see Drawing No, 5.261). THE SLAB DIMENSIONS SHOWN HERE ARE MINIMUM REQUIREMENTS FOR SLABS ON GRADE. CONTAINMENT CURBS. PERIMETER FOOTINGS, AND BOLLARDS MAY BE NEEDED TO SUIT PARTICULAR PROJECT REQUIREMENTS OR SITE CONDITIONS. REINFORCED CONCRETE SLAB DETAILS ==t~1 TRUSCO TANK INC. (800) 800-TANK SUPERVAULTTW CONCRETE ENCASED ABOVE GROUND TANK DATE : REVISION No. : 11/20/90 3 DRAWING IMlBER 5.410 REVISION DATE : 12/18/91 e e U5T &7 . CALIFORNIA ABOVEGROUND STORAGE TANK REGULATIONS THE ABOVEGROUND PETROLEUM STORAGE ACT BECAME LAW ON JANUARY 1, 1990. THE ACT WAS CREATED IN ,1989 BY SENATE BILL 1050 AND SUBSEQUENTLY AMENDED BY SENATE BILL 49 IN 1991. THE ACT IS CODIFIED IN THE CALIFORNIA HEALTH AND SAFETY CODE, DIVISION 20, CHAPTER 6.67. REQUIREMENTS: 1. ALL ABOVEGROUND TANKS WITH A SINGLE CAPACITY OF GREATER T~ 660 GALLONS OR A CUMULATIVE CAPACITY OF MORE THAN 1320 GALLONS IS REGULATED AND MUST MEET THE FOLLOWING REQUIREMENTS. A. FILE A STORAGE STATEMENT WITH THE STATE WATER RESOURCES CONTROL BOARD. B. PAY A FEE TO THE STATE WATER RESOURCES CONTROL BOARD - FACILITY CAPACITY (GALLONS) LESS THAN 10,000 10,000 TO 100,000 10,001 TO 100,000,00 100,000,001 TO 10,000,000 10,000,001 TO 100,000,000 100,000,001 OR GREATER PER FACILITY FEE/2 YEARS $100.00 $200.00 $400.00 $1,600.00 $8,000.00 $30,000.00 C. FILE A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN WITH THE STATE WATER RESOURCES CONTROL BOARD. THE SPCC PLAN MUST BE SIGNED OFF BY A REGISTERED ENGINEER. THE STATE CONTACT IS: JAMES GIANNOPOULOS AST PROGRAM STATE WATER RESOURCES CONTROL BOARD 2014 T STREET SACRAMENTO CALIFORNIA, 95814 PHONE 916-739-4318 MAILING ADDRESS: P.O. BOX 944-212 SACRAMENTO, CA 94244-2120 "- :--~ '... -.... . . -:;00 ... --- I, I e e ORDINANCE NO. 3319 AN ORDINANCE OF THE COUNCIL OF THE CITY OF BAKERSFIELD AMENDING SECTION 15.64.410 OF THE BAKERSFIELD ' MUNICIPAL CODE RELATING TO ABOVE- GROUND STORAGE OF FLAMMJœLE OR COMBUSTIBLE LIQUIDS. BE IT ORDAINED by the Council of the City of Bakersfield as follows: v SECTION 1. Section 15~64.410 of the Bakersfield Municipal Code is hereby amended to read as follows: 15.64.410 section 79.902(c)(1) added - Above-ground storage of flammable or combustible liquids. A. The limits of the district referred to in which storage of flammable or combustible liquids in outside, above- ground tanks is prohibited are established as follows: Fire' Zones 1 and 2 and the closely-built commercial and residential areas of Fire Zone 3 as said zones are defined in Chapter 15.64, Section 15.64.400 Subsections A, Band C, of this code. Exception: Fire Zones 1 and 2, above-ground tanks . installed in special enclosures for dispensing of Class I, II or III-A liquids shall include the following: 1. Above-ground tanks containing Class I, II or III-A liquids shall not exceed a capacity of 2,000 gallons. .., .... A tank vault shall completely enclose the tank. 3. The tank vault shall be constructed of reinforced concrete at least six inches thick (equal to a two- hour wall). 4. The tank vault shall be liquid tight. 5. All vaulted tanks/tank vaults shall have an enclosed space between the tank and the tank vault and will be called secondary containment. < 6. The only openings permitted in the tank vault shall be for inspection, filling, dispensing, venting, emergency venting,; and they shall be installed through the top only. Anti- siphon devices shall be installed on discharge lines. tit e 7. Tank connections shall be so piped or closed that neither vapors or liquid can escape into the enclosed space between the tank and the tank vault. 8. Means shall be provided to ventilate each vault to dilute, disperse and remove vapors. 9. Means shall be provided to recover liquids from the secondary containment area. If a pump is used to meet this requirement, the pump shall be of an approved type, and not permanently installed in the secondary containment area. 10. Tanks should be UL Listed for above ground use. 11. Emergency venting as per Uniform Fire Code (minimum six inches in diameter). 12. Vent pipe provided for normal tank venting shall terminate at least 12 feet above ground level. 13. Permits shall be required for all reinforced concrete such as pad, sides, ends and top through Building Department. 14. Permits shall be required for all electrical through Building Department. 15. The tank vault shall be protected against accidental dislodgement by use of, crash posts minimum six inches in diameter, six feet long, two feet of which shall be below grade and encased in concrete. Be set four feet on center and three feet from vault. (Encasement in concrete shall be minimum of 12 inches wide. Bottom of posts, suspended in concrete minimum of three inches from bottom). 16. Shall be protected against dislodgement during seismic activity as per Building Code. 17. Tank vault should be at least 25 feet from any opening in a building, any property line or any street, alley or public way. One hundred feet from I, R-l and R-3 occupancies. One hundred fifty feet from all A and E occupancies (see Uniform, Building Code). 18. Vaults shall have warning and identification sign installed to clearly identify the hazards. 19. Vapor recovery approved by air pollution laws. 2 . . e e 20. All vaulted tanks shall be inspected for . vapor and/or liquid leaks every six months. Records kept on premises and signed by responsible party. 21. Vaults shall have capability of physical monitoring. 22. Dispensing nozzles with auto ,shut off required. 23. No hold-open devices allowed Class I flammable liquids. 24~ Maximum life of above ground tanks: 25 years. SECTION 2. This Ordinance shall be posted in accordance with the City Charter provisions and shall become effective thirty (30) days from and after the date of its passage. ----------000---------- 3 e e I HEREBY CERTIFY that the foregoing passed and adopted by the Council of the City regular meeting thereof held on 0 CT 3 1990 following vote: Ordinance was of Bakersfield at a , by the AVES: COUNCllMEM8ERS: EDWARDS. ~.OND.:. SMITH. BRUNNI, PETERSON, McDERMOTT, SALVAGGIO NOES: COUNCllMEMBERS ~t;; . A~5ENT COUNCllioAEMBERS: t= ABSTAIN: COUNCllMEMBERS' AI" ¡oJ é /s/ Carol Williams CITY CLERK and Ex Officio Clerk of the Council of the City of Bakersfield APPROVED OCT 3 1990 /s/ Clarence E. Medders CLARENCE E. MEDDERS MAYOR of the City of Bakersfield APPROVED as to form: /s/ Robert M. Sherfy ROBERT M. SHERFY ACTING CITY ATTORNEY of the City of Bakersfield LCM/meg FIRESTRG.ORD 6/11./90 4