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Home My WebLink About4815 PANAMA Lane_UST MINOR MOD 8.25.09Permit No. p=v Permit No. t=ile Number: ®ate Received: 1 3,-65 Permit loo. Permit No. AST UST Permit No. Permit No. MT -VW7 Address: �� !S ti�t.✓!� C —o-� -� Bakersfield, CA 933 -_, -- Business Name: SYSTEM: BUILDING SQUARE FEET: evV Mod. ❑ ❑ Commercial Food System ❑ ❑ Fire Alarm Sys$ea�v ❑ ❑ Fire Sprinkler System ❑ ❑ Spray Finish System ❑ ❑ Aboveground Storage Tank M ❑ Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank ❑ ❑ Other: Building Std. Feet: Calculation Bldg. Sq. Ft: I.. Comments: 3 t �,.�V, Sew r �S a-` G 2. 3. 4. Date Time fA- � L I, Signature Signature M W + vvc`s � I�BVA� 64 313110 PR IHzg�'- 4j--& 31-5110 —mss; SFC yI�ZIfJ �M 05: EGD�v�L7/o� 211,E Ito fA- � L I, Signature Signature M W + vvc`s � I�BVA� 64 E � � G (�- � � 7 �1�2�I � `� G��- -►-.mss PV,%4- gAy We-, 7r> ill L UNDERGROUND STORAGE TANK BAKERSFIELD FIRE DEPT. Prevention Services PERMIT APPLICATION y E E NPI n 15 01 Trtixtun Ave., lgt Floor TO CONSTRUCT-INSTALL NEW TANK (NEW FACILITY) / R/Rd Bakersfield, CA 93301 ARTM T NEW TANK INSTALLATION (EXISTING FACILITY) / Tel.: (661) 326 -3979 MODIFICATION / & MINOR MODIFICATION - FAcuTY s ,Fax: (661) 852 -2171 PERMIT NO. 0 3 8 9 Page 1 of 1 TYPE OF APPLICATION: 3& NEW TANK INSTALL / NEW FACILITY ❑ NEW TANK INSTALLATION / EXISTING FACILITY check one item only) ❑ MUUIFIGATION OF FACILITY ❑ MINOR MODIFICATION OF FACILITY TARTING D TE R R..P.. SED:COMP O .O FACILITY NAME _ ISTING FACILn`F PERMIT,NO. =;: LAl J'14921- (FACILITY A ADDRES ITY I IP CODE TYPE OF BUSINESS PN # G� 1-6 94 /V-i2 TANK OWNER H HONE NO ADDRESS C CITY Z ZIP CODE CONTRACTO Fxs A A LI NSE NO I ICC NO ADDR SS " CITY PHONE,NO B BAKERSFIELD CITY BUSINESS LICENSE NO O ORKMANS COMP NO I INSURER p 3'^l J? o o i'= BRIEFLY DESCRIBE THE WORK TO BE DONE WATER TO FACILITY PROVIDED BY DEPTH TO GROUND WATER S SOIL TYPE EXPECTED AT SITE J ,ANd e-c.A NO. OF TANKS TO BE INSTALLED A ARE THEY FOR MOTOR FUEL S SPILL EVENTION NTROL AND COUNTER MEASURES PLAN ON FILE YES ❑ NO J JNYES ❑ NO THIS SECTION IS FOR NON MOTOR FUEL STORAGE TANKS RE. REMIUM IESEL DFFICIAL USE ONLY ICATIONbATE' - -...t. - FACILnYNO.:: NO. OF TANKS`; ,. FEESJ3 r� The applicant has received, understands, and will comply with the attached conditions of the permit and any other state, local and federal,-'c regulations. This form has been completed under penalty ofperjury, and to the best of my knowledge, is true and correct. APPROVED BY: APPLICANT NAME (PRINT) APPLICANT SIGNATURE , THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FD 2086 (Rev.091o5). .. ICY DFFICIAL USE ONLY ICATIONbATE' - -...t. - FACILnYNO.:: NO. OF TANKS`; ,. FEESJ3 r� The applicant has received, understands, and will comply with the attached conditions of the permit and any other state, local and federal,-'c regulations. This form has been completed under penalty ofperjury, and to the best of my knowledge, is true and correct. APPROVED BY: APPLICANT NAME (PRINT) APPLICANT SIGNATURE , THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FD 2086 (Rev.091o5). .. ICY TAW OWNER TYPE — .1o, 2. INDIVIDUAL ❑ 1. CORPORATION 3. PARTNERSHIP TY (TK) HO I 4_t4 Call (916) 322-96( INDICATE METHODS) ❑ 1. SELF-INSURED ❑ 4. SURETY BOND ❑ 2. GUARANTEE ❑ s. LET-TER OF CREDIT ❑ 3. INSURANCE ❑ 6. DmwnoN GALMINFIrATIOC Check am box to Irdaft wh1ch address sholdbe used for legal nouncefi= and molft. Log nWWgbM ow majungs wMI be sent to the tank owner wftn box I or 21s checitecl. to 10, Ca tficadon: I cw* ftqtp ImWmodw provided herein Is ho and somMe to the best of my knowledge. NAME ❑ 4. LOCAL AGENCY/ DISTRICT ❑ 6. STATE AGENCY 420. ❑ 5. COUNTY AGENCY ❑ 7. FEDERAL AGENCY ,77- —1-77ML7, f questions arise 421. ry 7. STATE FUND ❑ 10. LOCAL GOVT MECHANISM ❑ S. STATE FUND& CFO LETTER ❑ 99. OTHER: ❑ 9. STATE FUND &CD 422. RAW AD ❑ 1. FACILITY 1:1 2. PROPERTY OWNER ❑ 3. TANK OWNER 423. 424. 427 UPCF (7/99) SftCUPAF0RMS1swrCb-a.Wpd CITY OF BAKERSFIELD � 3 F OFFICE OF ENVIRONMENTAL SERVICES AM w R Fk"A rr 1715 Chester Ave., Bakersfield, CA 93301 , (661) 326 -3979 *1 UNDERGROUND STORAGE TANKS - TANK PAGE 1 Page - of _ TYPE OF ACTION1. NEW SITE PERMIT ❑ 4. AMENDED PERMIT ❑ S. CHANGE OF INFORMATION) ❑ 8. TEMPORARY SITE CLOSURE . (Cheek One am ordy) ❑ 7. PERMANENTLY CLOSED ON SITE ❑3. RENEWAL PERIVOT (4wyy Mason - brbealuwonV') AVOOgy,dwV6 _forbcti:lrrleOft) ❑ 8. TANK REMOVED 430 BUSINESS NAME (Same as FACILITY NAME or DBA - Doing Bums As) 3 fA48iiY ID 9 = 1 r't C 1Ai'✓pL Jv J L�4 - LOCATION WITHIN SITE (Optionag 431 TANK ID k 432 TAM( MANUFACTURER 433 COMPARTMENTALIZED TANK ❑ Yes No 434 ) if - Yes'. complete One page for each compartment. DATE INSTALLED (YEARIMO) 435 TANK CAPACITY IN GALLONS 436 NUMBER OF COWARTNENTS 437 ADDITIONAL DESCRIPTION (Forbcal use o*) 438 TANK USE 439 PETROLEUM TYPE 440 19 1. MOTOR VEHICLE FUEL Ala. REGULAR UNLEADED ❑ 2 LEADED ❑ 5. JET FUEL (Nmaded, canpleto Pehobum Type) ❑ 1b. PREMIUM UNLEADED ❑ 3. DIESEL 13'6. AVIATION FUEL ❑ 2. NDN -FUEL PETROLEUM :. 13 1c MIDGRADE UNLEADED ❑ 4. GASOHOL C3 99. OTHER El 3.'CHEMCAL PRODUCT COMMON NAME (fmm Hazardous Materials imogntry page) 441 CAS $ (hom Hezerdoue hiftrlels brvenbry page) 442 ❑ 4. HAZARDOUS WASTE (includes I/sed 01) ❑ 95. UNKNOWN � '- lII;.TANK,E�A1&TRU,Si�1�1 =_ r• -• W TYPE OF TANK ❑ 1. SINGLE WALL ❑ 3. SINGLE WALL WITH ❑ 5. SINGLE WALL WITH INTERNAL BLADDER SYSTEM 443 (Check one item ony) JR 2 DOUBLE WALL EXTERIOR MEMBRANE LINER ❑ B.S. UNKNOWN ❑ 4. SINGLE WALL IN A VAULT ❑ 89, OTHER TANK MATERIAL - primary tank Al. BARE STEEL ❑ 3. FIBERGLASS / PLASTIC ❑ 5. CONCRETE 1:195. UNKNOWN 444 (Cheek one Item oft) ❑ 2. STAINLESS STEEL ❑ 4. STEEL CLAD W/FTBERGLASS ❑ 8. FRP COMPATIBLE W/100% METHANOL 1199. OTHER REINFORCED PLASTIC F TANK MATERIAL - Secondary tank ❑ 1. BARE STEEL 3. FIBERCiLA3$ /PLASTIC 11 8. FRP COMPATIBLE W /100% METHAN T OL ❑ 95. W40WN 445 (Check one Rom only) ❑ 2. STAINLESS STEEL ❑. 4. STEEL CLAD WIFIBERGLASS ❑ 9. FRP NON-CORRODIBLE JACKET ❑ 99. OTHER REINFORCED PLASTIC (FRP) ❑ 10. COATED STEEL ❑ 5. CONCRETE TANK INTERIOR LINING ❑ 1. RUBBER LINED ❑ 3. EPDXY LINING ❑ 5. GLASS LINING ❑ 95. UNKNOWN 446 DATE INSTALLED 447 OR COATING ❑ 2. ALKYD LINING ❑ 4, PHENOLIC UNING 8. UNLINED ❑ 99. OTHER Check One Item OW (For bee/ use OTHER CORROSION DATE INSTALLED 449 ❑ 1. MANUFACTURED CATHODIC Si 3. FIBERGLASS REINFORCED PLASTIC ❑ 96. UNKNOWN 448 PROTECTION IF APPLICABLE PROTECTION ❑ 4. IMPRESSED CURRENT ❑ 99. OTHER (Check one Item only) ❑ 2. SACRIFICIAL ANODE (Forklcal use only) SPILL AND OVERFILL YEAR INSTALLED 460 TYPE (Forbcal use only) 451 OVERFILL PROTECTION EQUIPMENT: YEAR INSTALLED 452 (Check am that eppy) Oft SPILL CONTAINMENT --�- � 1. ALARM - Z �O ❑ 3. FILL TUBE SHUT OFF VALVE 2. DROP TUBE 1 2. SALL FLOAT 706 ❑ 4. EXEMPT 3. STRIKER PLATE -1,00 r.: } IF 81NGL AWALL TANK (Check a8 Met appy): 453 IF DOUBLE WALL TANK OR TANK WITH BLADDER (Check ore kern only): 454 ❑ 1, VISUAL (EXPOSED PORTION ONLY) ❑ 5. MANUAL TANK GAUGING (MTG) ❑ 1. VISUAL (SINGLE WALL IN VAULT ONLY) ❑ 2 AUTOMATIC TANK GAUGING (ATG) ❑ S. VADOSE ZONE 92. CONTINUOUS INTERSTITIAL MONITORING ❑ 3. CONTINUOUS ATG ❑ 7. GROUNDWATER ❑ 3. MANUAL MONITORING ❑ 4. STATISTICAL INVENTORY RECONCILIATION (SIR) + ❑ 8. TANK TESTING BIENNIAL TANK TESTING E999. OTHER ...:. .. _ YTANRCCLOSUi��1FORIlATIt�!I't 1CLdS!)REIIiP1:A10E;•;`_ - - ESTIMATED DATE LAST USED (YRIMO/DAY) 455 ESTIMATED QUANTITY OF SUBSTANCE REMAINING 456 TANK FILLED WITH INERT MATERIAL? 457 .- ❑ Yes ❑ No UPCF (7199) . ' SACUPAF0RMSZWRC6 -B.WPD 49 It NSF CITY OF BAKERSFIELD ,'a OFFICE OF ENVIRONMENTAL SERVICES *A'.JTrNN# 1715 Chester Ave., Bakersfield, CA 93301 (661) 326 -3979 UNDERGROUND STORAGE TANKS - TANK PAGE 1 page or. _ TYPE OF ACTION 1. NEW SITE PERMIT ❑ 4. AMENDED PERMIT ❑ 5. CHANGE OF MFORMATION). ❑ 6. TEMPORARY SITE CLOSURE (Chock one Poem orlq) ❑ 3. RENEWAL PERMIT ❑ 7• PERMANENTLY CLOSED ON SITE (*Mby oason - for bow use only) (Spedly change - for beat use only) ❑ 8. TANK REMOVED 430 BUSINESS NAME (Same as FACILITY NAME or DBA - Doing Business As) 3 fAl3LifY:IDB= 77777 A `•� ice/ �b.'\ L F+ LOCATION WITHIN SITE (Optkmao 431 .... _..:..., ..,.., .:::...:::.:....:..:.::.. .._ ,:,:.. TANK ID A 432 TANK COMPARTMENT /LLIZEDTANK ❑Yes NO 434 M olDca A.) M' Yes'. complete am page for each compa mint. DATE INSTALLED (YEAR/MO) 435 TANK CAPACITY IN GALLONS 436 NUMBER OF COMPARTMENTS 437 ADDITIONAL DESCRIPTION ftrbcal use any) 436 : r TANK USE 439 PETROLEUM TYPE 4401 ( 1. MOTOR VEHICLE FUEL Ella. REGULAR UNLEADED ❑ 2 LEADED [Is. JET FUEL ^ (Mmarkeal, complafe Peholeam Type) X1 b. PREMIUM UNLEADED ❑ 3. DIESEL [16. AVtAT10N FUEL ❑ 2. NON -FUEL PETROLEUM ❑ 1c. MIDGRADE UNLEADED ❑ 4. GASOHOL ❑ 99. OTHER ❑ 3. CHEMICAL PRODUCT COMMON NAME (bom hazardous Adubls Imanfory page) 441 CAS 0 (Dom Hazardous Materieb Inveftry pegs) 442 ❑ 4. HAZARDOUS WASTE (IncrKles Used 09) ❑ 95. UNKNOWN ........ ... - . .. -- - ;:f....:..,.illt; R RU s.• .... . ......:: .:....:.:.::.:.:..:. ;:: ._..,_. :...,A ,;.:,,..... " :.. ❑ 5. SON..,.:_„ TYPE OF TANK GLE WALL WITH INTERNAL BLADDER SYSTEM 443 ❑ 1. SINGLE WALL ❑ 3. SINGL EWNLWRH (Check one Poem only) 2. DOUBLE WALL EXTERIOR MEMBRANE LINER ❑ 85• UNKNOWN ❑ 4. SINGLE WALL IN A VAULT ❑ 99. OTHER TANK MATERIAL - primary tank 1. BARE STEEL ❑ 3. FIBERGLASS/ PLASTIC 115. CONCRETE ❑ 95. UNKNOWN 444 (Check one Item only) ❑ 2. STAINLESS STEEL ❑ 4. STEEL CLAD W/FIBERGLASS ❑ & FRP COMPATIBLE W /100% METHANOL ❑ 99. OTHER REINFORCED PLASTIC TANK MATERIAL - seowxlary tank ❑ 1. BARE STEEL ,Z3. FIBERGLASS / PLASTIC ❑ & FRP COMPATIBLE W /,100% METHANOL ❑ 95. UNKNOWN 445 (Check one Item only) ❑ 2 STAINLESS STEEL ❑ 4. STEEL CLAD W/FlBERGLASS ❑ 9. FRP NOWOORRODIBLE JACKET 1199. OTFER REINFORCED PLASTIC (FRP) ❑ 10. COATED STEEL ❑ 5. CONCRETE TANK INTERIOR LINING ❑ 1. RUBBER LINED ❑ 3. EPDXY LINING ❑ 5. GLASS LINING ❑ 95. UNKNOWN 448 DATE INSTALLED 447 OR COATING . El 2. ALKYD LINING 1:1 4. PHENOLIC LINING Re. UNLINED ❑ 99. OTHER Clletlr O/N IteJn (For local OTHER CORROSION DATE INSTALLED 449 ❑ 1. MANUFACTURED CATHODIC 2 3. FIBERGLASS REINFORCED PLASTIC ❑ 96. UNKNOWN 449 PROTECTION IF APPLICABLE E PROTECTION ❑ 4. IMPRESSED CURRENT [ISO. OTHER (Check one Poem oM) ❑ 2. SACRIFICIAL ANODE (FCriocal use off ) SPILL AND OVERFILL- YEAR INSTALLED 450 TYPE (FOrbW use only) 451 OVERFILL PROTECTION EQUIPMENT: YEAR INSTALLED 452 (Check a9 chat apply) 1. SPILL CONTAINMENT Q00 7 � 1. ALARM 13 3. FILL TUBE SHUT OFF VALVE e�� 2. DROP TUBE OtC901) K2. BALLFLOAT :1 'Vn I q ❑ 4. EXEMPT y-- ,i�� °�%" ,E V3. STRIKER PLATE Q&0 ( WIOVIiM� IF SINGLE WALL TANK (Check a8 that apply) : 453 IF DOUBLE WALL TANK OR TANK WITH BLADDER (Check one Poem only): 454 i❑ 1, VISUAL (EXPOSED PORTION ONLY) ❑ S. MANUAL TANK GAUGING (MTG) ❑ 1. VISUAL (SINGLE WALL IN VAULT ONLY) ❑ 2 AUTOMATIC TANK GAUGING (ATG) ❑ S. VADOSE ZONE 2. CONTINUOUS INTERSTITIAL MONITORING ❑ 3. CONTINUOUS ATG ❑ 7. GROUNDWATER ❑ 3. MANUAL MONITORING ❑ 4. STATISTICAL INVENTORY RECONCILIATION (SIR) * ❑ B. TANK TESTING BIENNIAL TANK TESTING 0 99• OTHER A06,- .0 Aj!164t- 74W 6 ='• Y TANK'40*0FtlRMI 00II PERlalilEll[CCt i1RE -1li.P ICE ESTIMNTIA DATE LAST USED (YRNO/DAY) 455 ESTIMATED QUANr" OF SUBSTANCE REMAINING 468 TANK FILLED WITH INERT MATERIAL? 457 flans ❑ Yes ❑ No UPCF (7/99) SACUPAFORMSZWRCB -B.WPD ENGEL & COMPANY, INC. �nyinaeas S 4009 UNION AVENUE BAKERSFIELD, CA 93305 (661) 327-7025 JOSEPH C. ENGEL (661) 327 -2561 FAX cSEsuotwtat inrr% email: joe@engelengineers.com CITY OF BAKERSEIELD ,< -R' OFFICE OF ENVIRONMENTAL SERVICES PINS ANTRA # 1715 Chester Ave. Bakersfield, CA 93301 661 326 -3979 UNDERGROUND STORAGE TANKS - TANK PAGE 9 pass - of _ TYPE OF ACTION ). NEW SITE PERMIT 114. AMENDED PERMIT ❑ S. CHANGE OF INFORMATION) 1:16. TEMPORARY SITE CLOSURE (Cheek one Poem ordy) ❑ 7. PERMANENTLY CLOSED ON SITE ❑ 3. RENEWAL PERMIT ( reason - forbeal use only) (Specify change - for beef use only) ❑ 8. TANK REMOVED 430 BUSINESS NAME (Same as FACILITY NAME Or Ol3A -Doing Buseress Alt) 3 L I+ LOCATION WITHIN SITE (0pWna9 431 �tA 4K TANK ID a 432 TANK MANUFACTURER - 433 COMPARTMENTALIZED TANK ❑ Yos�� "YOS", 434 mover -j �i H aanDlate one Pella for e80 compaAment: DATE INSTALLED (YEARIMD) 435 TANK CAPACITY IN GALLONS 435 NUMBER OF COMPARTMENTS - 437 47\V� U I ®bd !I ADDITIONAL DESCRIPTION (Forlowl use only) I 438 - . , .: ....: :. ... ..,,, .,.,.`❑ 43 TANK USE 438 TANK USE PETROLEUM PETROLEUM TYPE 4401 1 MOTOR FUEL ❑ 1a REGULAR ED 2 LEADED.:,,....., ❑; S. JET FUEL (Nnlerked, Complete Pobwoum Type) ❑ 16. PREMIUM UNLEADED fir3. DIESEL ❑ S. AVIATION FUEL 112. NON -FUEL PETROLEUM El IC. MIDGRADE UNLEADED ❑ 4. GASOHOL ❑ BS. OTHER ❑ 3. CHEMICAL PRODUCT COMMON NAME (ftm mamrdous MaNrlals Iavenfutypage) 441 CAS / (fiom Nazatdm &4WA s lnne in page) 442 HAZARD ❑ 4. HAZARDOUS WASTE (Includes Used 01) ❑ 95. UNKNOWN TYPE OF TANK ❑ 1. SINGLE WALL ❑ 3. SINGLE WALL WRH ❑ S. SINGLE WALL WITH INTERNAL BLADDER SYSTEM 443 (Check acre Rom on(y) 02. DOUBLE WALL EXTERIOR MEMBRANE LINER ❑ 96. UNKNOWN ❑ 4. SINGLE WALL IN A VAULT ❑ S9. OTHER TANK MATERIAL - primary tank lei. BARE STEEL ❑ 3. FIBERGLASS I PLASTIC ❑ 5. CONCRETE ❑ 95. LNKNOWN 444 (Check one Rom only) 1:12. STAINLESS STEEL ❑ 4. STEEL CLAD W1F'ISMWLASS ❑ 8. FRP COMPATIBLE W100% METHANOL ❑ 99. OTHER REINFORCED PLASTIC TANK MATERIAL - seeaWary tank ❑ 1. BARE STEEL S. FIBERGLASS I PLASTIC ❑ & FRP COMPATIBLE W 1100% AETHAIOL ❑ 95. UNKNOWN 445 (Check one Rem only) ❑ 2 STAINLESS STEEL ❑ 4. STEEL CLAD W/FBERGLASS ❑ S. FRP NON - CORRODIBLE JACKET 1199. OTHER ' REINFORCED PLASTIC (FRP) ❑ 10. COATED STEEL 115. CONCRETE TANK INTERIOR LINING ❑ 1. MJ88M LIMED ❑ 3. EPDXY LINING ❑ S. GLASS LINING ❑ 95.' UNKNOWN 448 DATE INSTALLED 447 OR COATING ❑ 2. ALKYD LINING 11 4, PHENOLIC LINING ® & ER UNLINED ❑ 99. OTHER Cheer orre tam (For tool use only) OTHER CORROSION DATE INSTALLED ❑ 1. MANUFACTURED CATHODIC 4N 3. FIBERGLASS REINFORCED PLASTIC ❑ 95. UNKNOWN 448 449 PROTECTION IF APPLICABLE PROTECTION ❑ 4. IMPRESSED CURRENT ❑ 99. OTHER (Check one item only) ❑ 2. SACRIFICIAL ANODE Rrklcel use only) SPILL AND'OVERFILL YEAR INSTALLED 460 TYPES ff;Drklcal use only 451 OVERFILL PROTECTION EQUIPMENT: YEAR INSTALLED r 7- f F 452 (Check af/ that apply) I. SPILL CONTAINMENT Q ooG i 7 *t t 1. ALARM R 9 ❑ 3. FILL TUBE SHUT OFF VALVE 2. DROP TUBE � ?#)i- -777f- ,d 2. BALL FLOAT 4� 9 ❑ 4. EXEMPT 3. STRIKER PLATE �a9 yon-9"o) IF SINGLE WALL TANK (Check e9 that apply): 453 IF DOUBLE WALL TANK OR TANK VM BLAMER (Check one Rem only): 454 ❑ 1. VISUAL (EXPOSED PORTION ONLY) ❑ 5. MANUAL TANK GAUGING (MTG) ❑ 1. VISUAL (SINGLE WALL IN VAULT ONLY) ' ❑ 2 AUTOMATIC TANK GAUGING (ATG) ❑ S. VADOSE ZONE 2, CONT04JOUS INTERSTITIAL MONITORING ❑ 3. CONTINUOUS ATG ❑ 7. GROUNDWATER ❑ 3. MANUAL MONITORING ❑ 4. STATISTICAL INVENTORY RECONCILIATION (SIR) + ❑ 8. TANK TEST BIENNIAL TANK TESTING �Y/Q�GvA 099. OTHER /� S . ESTIMATED DATE LAST USED (YRIMOIDAY) 455 ESTIMATED QUANTITY OF SUBSTANCE REMAINING 456 TANK FILLED WITH INERT MATERIA0 457 °cl1°r" ❑ Yes ❑ No UPCF (7/99) SACUPAF0RMSZWRCS -8.WP0 CITY OF BAKERSFIELD OFFICE OF ENVIRONMENTAL SERVICES 1715 Chester Ave., Bakers ieW, CA 83301 (661) 326 -W9 • UST •TANK PARE 2 Fr''1 v Pemmtt Number (Forbeal use o*) 473 1 Permft Approved ( use&*) 474 1 PemRI5pIrWJonDwa(ForkKWuwoibyj 475 UPCF (7/99) S.\CUPAFORMSISWRCB -B.WPD 0 -ffiYY ,:.�':Aw±: INw UNDERGROUND PIPING ABOVEGROUND PIPING SYSTEM TYPE 1. PRESSURE Cl 2. SUCTION ❑ 3. GRAVITY 458 ❑ 1. PRESSURE ❑ 2. SUCTION ❑ 3. GRAVITY 459 CONSTRUCTION/ Cl 1. SINGLE WALL ❑ 3. LINED TRENCH 1199. OTHER 460 ❑ 1. SINGLE WALL ❑ 95. UNKNOWN 462 MANUFACTURER X 2. DOUBLE WALL ❑ 95. UNKNOWN 11 2. DOUBLE WALL Cl 99. OTHER �,1 MANUFACTURER A • O U • &--If �T 461 MANUFACTURER 463 ❑ 1. BARE STEEL ❑ 6. FRP COMPATIBLE W/ 100% METHANOL ❑ 1. BARE STEEL ❑ 6. FRP COMPATIBLE W/ 100% METHANOL MATERIALS AND ❑ 2. STAINLESS STEEL ❑ 7. GALVANIZED STEEL ❑ 2. STAINLESS STEEL ❑ 7. GALVANIZED STEEL PROTECTION ❑ 3. PLASTIC COMPATIBLE WITH CONTENTS ❑ 95. UNKNOWN ❑ 3. PLASTIC COMPATIBLE WITH CONTENTS ❑ & FLEXIBLE (HOPE) ❑ 99- OTHER 4. FIBERGLASS ❑ S. FLEXIBLE (HDPE) 1:199. OTHER ❑ 4. FIBERGLASS ❑ 9. CATHODIC PROTECTION ❑ S. STEEL W/ COATING ❑ 9. CATHODIC PROTECTION 464 ❑ 5. STEEL W/ COATING ❑ 95. UNKNOWN 465 m.' - - _ �. «. UNDERGROUND PIPING ABOVEGROUND PIPING SINGLE WALL PIPING 456 SINGLE WALL PIPING 467 PRESSURIZED PIPING (Check all that apply): PRESSU ROM PIPING (Chock 89 that SAW.' ❑ 1. ELECTRONIC LINE LEAK DETECTOR 3.0 GPH TEST WITH AUTO PUMP SHUTOFF FOR ❑ 1. ELECTRONIC LINE LEAK DETECTOR 3.0 GPH TEST WITH AUTO PUMP SHUT OFF FOR LEAK LEAK SYSTEM FAILURE, AND SYSTEM DISCONNECTION +AUDIBLE AND VISUAL SYSTEM FAILURE, AND SYSTEM DISCONNECTION + AUDIBLE AND VISUAL ALARMS ALARMS ❑ 2. MONTHLY 01 GPH TEST ❑ 2. MONTHLY 02 GPH TEST ❑ 3. ANNUAL INTEGRITY TEST (0.1 GPH) ❑, 3. ANNUAL INTEGRITY TEST (0.1 GPH) ❑ 4. DAILY VISUAL CHECK CONVENTIONAL SUCTION SYSTEMS: CONVENTIONAL SUCTION SYSTEMS (Check as thatOA*).' ❑ 5. DAILY VISUAL MONITORING OF PUMPING SYSTEM + TRIENNIAL PIPING INTEGRITY ❑ S. DAILY VISUAL MONITORING OF PIPING AND PUMPING SYSTEM ,TEST (0.1 GPH) ❑ 6. TRIENNIAL INTEGRITY TEST (0.1 GPH) SAFE SUCTION SYSTEMS (NO VALVES IN BELOW GROUND PIPING): SAFE SUCTION SYSTEMS (NO VALVES IN BELOW GROUND PIPINGY ❑ 7. SELF MONITORING ❑ 7. SELF MONITORING GRAVITY FLOW: GRAVITY FLOW (Chm* aD that apply): ❑ 9. BIENNIAL INTEGRITY TEST (0.1 GPH) ❑ O. DAILY VISUAL MONITORING ❑ 9. BIENNIA. INTEGRITY TEST (O.1 GPH) SECONDARILY CONTAINED PIPING Sf O NDARILY CONTAINED PIPING PRESSURIZED PIPING (Check an that sp*): PRESSURIZED PIPING (Cheek as that apply): 10. CONTINUOUS TURBINE SUMP SENSOR WITH AUDIBLE AND VISUAL ALARMS AND • (Check one) 10. CONTINUOUS TURBINE SUMP SENSOR WITH AUDIBLE AND VISUAL ALARMS AND (check are) ❑ e. AUTO PUMP SHUT OFF WHEN A LEAK OCCURS ❑ a. AUTO PUMP SHUT OFF WHEN A LEAK OCCURS Ob. AUTO PUMP SHUT OFF FOR LEAKS. SYSTEM FAILURE AND SYSTEM ❑ b. AUTO PUMP SHUT OFF FOR LEAKS. SYSTEM FAILURE AND SYSTEM DISCONNECTION DISCONNECTION ❑ a NO AUTO PUMP SHUT OFF ❑ a NO AUTO PUMP SHUT OFF 11. �� NNE LEAK DETECTOR (3.0 GPH TEST) WITH FLOW SHUT OFF OR ❑ 11. AUTOMATIC LEAK DETECTOR ❑ 12. ANNUAL INTEGRITY TEST (0.1 GPH) ❑ 11 ANNUAL INTEGRITY TEST (0.1 GPH) SUCTIOWGRAVITY SYSTEM: SUCTKIWGRAVRY SYSTEM: ❑ 13. CONTINUOUS SUMP SENSOR +AUDIBLE AND VISUAL ALARMS ❑ 13. CONTINUOUS SUMP SENSOR + AUDIBLE AND VISUAL ALARMS EMERGENCY GENERATORS ONLY (Cheek a# Mat apply) EMERGENCY GENERATORS ONLY (Check e9 Mat IIAW ❑ 14. CONTINUOUS SUMP SENSOR HTT T AUTO PUMP SHUT OFF + AUDIBLE AND ❑ 14. CONTINUOUS SUMP SENSOR WITHOUT AUTO PUMP SHUT OFF + AUDIBLE AND VISUAL VISUAL ALARMS ALARMS ❑ 15. AUTOMATIC LINE LEAK DETECTOR (3.0 GPH TEST) WITHOUT FLOW SHUT OFF OR ❑ 15. AUTOMATIC LINE LEAK DETECTOR (3.0 GPH TEST) RESTRICTION ❑ 16. ANNUAL INTEGRITY TEST (0.1 GPH) ❑ te. ANNUAL INTEGRITY TEST (0.1 GPH) ❑ 17. DAILY VISUAL CHECK ❑ 17. DAILY VISUAL CHECK Iffill w. ❑ 4. DAILY VISUAL CHECK DISPENSER CONTAINMENT ❑ 1. FLOAT MECHANISM THAT SHUTS OFF SHEAR VALVE DAT 468 ❑ 2. CONTINUOUS DISPENSER PAN SENSOR + AUDIBLE AND VISUAL ALARMS ❑ 5. TRENCH LINER / MONTORING EE�OSTALLLED Pr3. CONTINUOUS DISPENSER PAN SENSOR WITH AUTO SHUT OFF FOR DISPENSER + AUDIBLE AND VISUAL ALARMS ❑ 6. NONE 469 I certify that" inIb madcn provided herein is true and ppimite to the begot my krowWp. SIGNATURE OF OWNER/OPERATOR 7 DATE 470 NAME OF OWNER/OPERATOR (print) 471 OF OWNEMPERATOR 472 M �L CN'J v Pemmtt Number (Forbeal use o*) 473 1 Permft Approved ( use&*) 474 1 PemRI5pIrWJonDwa(ForkKWuwoibyj 475 UPCF (7/99) S.\CUPAFORMSISWRCB -B.WPD CITY OF BAKERSFIELD . D OFFICE OF ENVIRONMENTAL SERVICES 1715 Chester Ave., Bakersfield, CA 93301 (661) 326 -3979 ' UNDERGROUND STORAGE TANKS INSTALLATION CERTIFICATE OF COMPLIANCE Pap — of — (Check all that apply) The installer has been trained and certfied by the tank and piping manufacturers. 478. ❑ The installation has been inspected and certified by a registered professional engineer having education and 479. experience with underground storage tank installations. The Installation has. been inspected and approved by the Bakersfield Fire Department - Environmental Services. 4w. J� All work listed on the manufacturers installation checklist has been completed. 481. The installer has been certified or licensed by the Contractors' State License Board. 484. ❑ The underground storage tank, any primary piping, and secondary containment was installed according to Oril applicable voluntary consensus standards and written manufacturer's installation procedures. Description of work being certified: - - Ili TANKOWN�RIAGENT SIGNATURE I certify Met the irftmad n provided herein Is we and aavrate to the best of my knoWedge. SIGNATURE 9FIrAW OWNEWAGENT „n DATE 484 r —12--o 72312 UPCF (7/99) SACUPAFORMSWwrcb- c.wpd, RICH ENVIRONMENTAL CONSTRUCTION 5643 BROOKS CT. - BAKERSFIELD, CA 93308 OFF: (661)392 -8687 FAX (661)392 -0621 LIC #809850 (C61 /D40 A HAZ) Res.construction@mail.com ADDRESS PANAMA LANE SHELL 4815 PANAMA LANE BAKERSFIELD,CA 93313 PARTS LIST TANKS- ]-MODERN GLASTEEL 11 20000 GALLON DOUBLE WALL UNDERGROUND STORAGE TANK WITH (2) 48" COLLARS AND STANDARD NP T TANK TOP FITTINGS. • 1- MODERN GLASTEEL 11 20000 TRI COMPARTMENT (5,000 /5,000/ 10000) GALLON DOUBLE WALL UNDERGROUND STORAGE TANK WITH 3)42" COLLARS AND (3) 48" COLLARS STANDARD NPT TANK TOP FITTINGS. • 6 BRAVO B480X36 -38T DB MW D.W. FRP TURBIN SUMP FOR 5' BURY 48" OCT W/36" RED. • 6- BRAVO B480X32 -38T DB MW D.W. FRP FILL SUMP FOR 5' BURY 48" OCT W/32" RED. • 2- BRAVO CPTS -33 COVERS FOR DUAL PHIL -TITE SPILL BUCKETS WITH SEAL FOR- 32" REDUCER. MANHOLE OD 36" • 2- BRAVO CPTDS -33 COVERS FOR DUAL PHIL -TITE DIESEL SPILL BUCKETS WITH SEAL FOR 32" REDUCER. MANHOLE OD 36" • 4 BRAVO CTS -37 COVERS FOR TURBIN WITH SEALS FOR 36" REDUCER. TANK HARDWARE: • 2- PHIL -TITE M36 -EVR -3 36" SPILL CONTAINMENT MANHOLE WITH (2) SPILL PORTS, 8" ACCESS PORT, FILL SWIVEL ADAPTOR, VAPOR SWIVEL ADAPTOR, 3ea M/F 4x4 RISER ADAPTOR, M -1600 SUPPORT BRACKET, BOTTOM PROTECTOR AND 18" SKIRT. • 2- PHIL -TITE M36- 1C -1 -0 -NPR 36" DIESEL SPILL MANHOLE W /GAUGE PORT. • 1- PHIL -TITE SWF -100 -B 4" SWIVEL FILL ADAPTER (CARB APPROVED). • 4- EBW 777 - 201 -01 EVR 4" PRODUCT CAPS. • 2- EBW 304 - 301 -01 EVR 4" VAPOR CAPS: • 4- OPW 61T -7368 4 "x15' STANDARD DROP TUBE. • 1- EBW 330 - 400 -01 EVR 4x4x3x2 EXTRACTOR VENT VALVE W/O CAGE OPTION. • 3- EBW 310- 300 -01 EVR 4x4x2x0 EXTRACTOR VENT VALVE W/O CAGE OPTION. • 4- EBW 308 - 300 -12 EVR 3"x 12" BALL FLOAT VALVE OPTION W /CAGE. • 2- MORRISON 354- 0200AV 2" VENT CAPS. • 4- FIBRELITE FL42 -BLACK 42" FIBER REINFORCED COMPOSITE MANHOLE BLACK. • 4- FIBRELITE FL42SK -10 42" FRP SKIRT. • . I- FIBRELITE FL7- HANDLE STAINLESS STEEL LIFTING HANDLE. • 3- 100 -108 JOMAR JOFLO 2" BRASS BALL VALVE 125 PSIG F /F. • 2- 100 -108 JOMAR JOFLO 3" BRASS BALL VALVE 125 PSIG F/F. • 1- BRAVO B500- F2S -BD -AB SPECIAL D.W. VAPOR VENT (1) 3" PRODUCT FRP CONTAINMENT BOX FOR 4" OVER 3" FRP PIPE. • 1- BRAVO B500- F2S -BD -AB D.W. VAPOR VENT 2 PRODUCT FRP CONTAINMENT BOX FOR 3" OVER 2" FRP PIPE. • 1- BRAVO RS- 500 -JP -3S SPECIAL VENT RACK SYSTEM ASSEMBLY FOR (1) 3" VENT RISER. • 2- BRAVO EO -EBS ELECTRICAL OFFSET FOR BRAVO VENTS BOXES. • 3- RED JACKET P150UIRJ2 1 'h HP STP. • 3- RED JACKET 410151 -001 SIPHON CARTRIDGE FOR VACUUM -NEED 1 PER TURBIN. • 3- RED JACKET 880 -047 -1 ISOTROL ISOLATION CONTROL BOX WITH RELAY. • 2- FE PETRO ISTM -2 -R 2 HP VARIABLE SPEED VL SUBMERSIBLE PUMPS. • 2- FE PETRO MAGVFC VARIABLE SPEED CONTROLLER. • 2- FE PETRO STP -DHI DISPENSER HOOK ISOLATION BOX. • 21- UNISOURCE FG200- MMS -24 2 "x24" MxMS FIREGUARD SS CONNECTOR., • 2- UNISOURCE FG300 -MM -18 3 "x18" MxM FIREGUARD SS CONNECTOR. • 20- SMITH FRP 012030 -626 -0 3" AB2481 SUMP PENETRATION / TERMINATION FITTING. • 16- SMITH'FRP 012040 -626 -0 4". AB2481 SUMP PENETRATION / TERMINATION FITTING. • 20- SMITH FRP 012040 -238 -3 4 "x3" CONCENTRIC REDUCER USE WITH 3" AB2481 FITTING ABOVE. • 16- SMITH FRP 012050 -238 -3 5 "x4" CONCENTRIC REDUCER USE WITH 4" AB2481 FITTING ABOVE. • 17- BRAVO F17 -RRD 3/4" COATED PIPING. DISPENSERS AND HARDWARE: • 4 GILBARCO ENC500SNNI BLENDING 3 +0 S SERIES THREE PRODUCT, TWO SIDED, TWO HOSE DISPENSER WITH A 40.5" FRAME. • 2- GILBARCO ENC500SNLI BLENDING 3 +1 S SERIES FOUR PRODUCT, TWO SIDED, FOUR HOSE DISPENSER WITH A 40.5" FRAME. • 1- GILBARCO ENC500SNP3 ULTRA HIGH S SERIES MASTER TWO PRODUCT, ONE SIDE, ONE HOSE DISPENSER WITH A 40.5 FRAME. • 3- GILBARCO ENC500SNP4 ULTRA HIGH S SERIES MASTER/ SATELLITE COMBO TWO PRODUCT, TWO SIDE, TWO HOSE DISPENSER WITH A 40.5 FRAME. • 3- GILBARCO CRIND MONOCHROME ENCORE 50OS -2 SIDES.. • 4- GILBARCO CRIND MONOCHROME ENCORE 50OS -1 SIDE. • 7- GILBARCO EPP ENCRYPTED PIN PAD INSTALLED FOR TDES & PCI EPP APPROVALS. • 1- .GILBARCO AGSM PA0258000T ADVANCED GILBARCO SECURITY MODULE. • 4- GILBARCO CALL BUTTON OPTION (INCLUDES SPEAKER). • 8- 532327132 -20869 GOODYEAR 1 "x 8" BREAKAWAY HOSE. - I . • 8- 532327132 -01269 GOODYEAR 1" x 12' FLEXSTEEL W /FUELGRIP MxM HOSE. • 8- 177610 -03 HUSKY I -VIIIS HIGH FLOW PRESSURE ACTIVATED 1" TRUCK NOZZLE GREEN. • 8- HUSKY -2276 i" RE- CONNECTABLE BREAKAWAY. • 8- HUSKY -0087 l" SWIVEL. • 2- GOODYEAR 532327124 - 20869'/4' x 8" MxM WIPE HOSE. • 2- GOODYEAR 532327124-008691/4"x 8' FLEXSTEEL W /FUELGRIP MxM HOSE. • 2- HUSKY 159503 -03 ] +XS AUTOMATIC DIESEL NOZZLE (GREEN) PRESSURE ACTIVATED. • 2- HUSKY 0350 3/4" HOSE SWIVEL. • 2- HUSKY 3360 3/4" RECONNECTABLE HOSE BREAKAWAY. • 12 VST VSTA -EVR -012 12" COAXIAL EVR WHIP HOSE. • 12- VST VDV -EVR -096 8' COAXIAL EVR HOSE WITH VENTURI. • 12- VST VST - EVR -SBK COAXIAL EVR BREAKAWAY WITH CHECK VALVE. • 12- VST VST - EVR -NBBL COAXIAL EVR BALANCE NOZZLE BLACK. ISLAND HARDWARE: • 4- BRAVO B8382F2L -BD -AB 36" ENCORE D.W. BRINE DISPENSER SUMP 2 PRODUCT WITH PRODUCT SHEAR VALVE BRACKETS ONLY. • 2 - BRAVO B8383FL -BD -AB 36" ENCORE D.W. BRINE DISPENSER SUMP 3 PRODUCT WITH PRODUCT SHEAR VALVE BRACKETS ONLY. • 7- BRAVO EO -FRM ELECTRICAL OFFSET-OPTION ELIMINATES NEED FOR ELECTRICAL PENETRATIONS. • 3- BRAVO BRKT -132 VAPOR SHEAR VALVE BRACKET. • 3- OPW 10RU -2005 2" SINGLE POPPET SHEAR VALVE- UNION. • .5- OPW l ORUP -2002 2" DOUBLE POPPET SHEAR VALVE- UNION. • 7- OPW l OBHMP -5830 DOUBLE POPPET SHEAR VALVE- MALE. ' • 3- OPW 60VSP -1001 I "xl' /z" POPPET VAPOR SHEAR VALVE. • 10- UNISOURCE FG150 -MM -24 1.5 "x24" MxM SW FIREGUARD SS CONNECTOR. TANK MONITORING SYSTEM: • VEEDER -ROOT 848290 -022 TLS -350 PLUS TANK MONITORING CONSOLE WITH INTEGRAL PRINTER. • 1- VEEDER -ROOT 329356 -002 FOUR INPUT PROBE MODULE. • 2- VEEDER -ROOT 329358 -001 EIGHT INPUT SENSOR MODULE. • 1- VEEDER -ROOT 329359 -001 FOUR RELAY OUTPUT MODULE. • 3- VEEDER -ROOT 848480 -001 PLLD LINE LEAK DETECTOR WITHOUT SWIFTCHECK VALVE. • 1- VEEDER -ROOT 330843 -001 SIX INPUT PLLD MODULE. • 1- VEEDER -ROOT 330374 -001 THREE OUTPUT PLLD MODULE. • 3- VEEDER -ROOT 846390 -109 10' MAG PLUS MAGNETISTRICTIVE PROBE. 2- VEEDER -ROOT 846400 -000 MAG PLUS GASOLINE PROBE INSTALLATION KIT. • 1- VEEDER -ROOT 846400 -001 MAG PLUS DIESEL PROBE INSTALLATION KIT. • 10- VEEDER -ROOT 794380 -208 SUMP SENSORS. • 1- VEEDER -ROOT 790091 -001 OVERFILL ALARM. • 1- VEEDER -ROOT 790095 -001 ALARM ACKNOWLEDGEMENT SWITCH. • 3- MORRISON 305XPA- 1100AKEVR 4" PROBE CAP AND RING KITS EVR. • 3- MORRISON 305XP -1218C CORD GRIP. VEEDER -ROOT VACUUM / HYDROSTATIC MONITORING FOR AB2481: • 1- VEEDER -ROOT 332250-0017 INPUT SMART SENSOR MODULE FOR VACUUM SENSORS I REQUIRED PER SITE. • 1- VEEDER -ROOT 329356 -004 8 INPUT SMART SENSOR MODULE FOR VACUUM /MAG SENSORS. • 2- VEEDER -ROOT 330020 -472 3ea VACUUM SENSOR KIT FOR STEEL TANKS. • 1- VEEDER -ROOT 330020 -467 4ea VACUUM SENSOR KIT FOR STEEL TANKS. • 1- VEEDER -ROOT 330020 -488 '/4' NPT 15ea BARBED FITTINGS. • 2- VEEDER -ROOT 576008 -657 BARBED TEE. • 2- VEEDER -ROOT 576008 -649 3 WAY BALL VALVE. • l- VEEDER -ROOT 332310 -003 100' VACUUM HOSE. • 9- VEEDER -ROOT 794380 -304 SINGLE POINT MINI HYDROSTATIC SENSOR FOR D.W. BRINE SUMPS. • 3- RED JACKET 188 -241 -5 EXTERNAL CHECK VALVE FOR VACUUM. VEEDER -ROOT CARBON CANISTER FOR PHASE II EVR AND ISD: • 1- VEEDER -ROOT 861290 -003 CARBON PRESSURE MANAGEMENT SYSTEM. • I- VEEDER -ROOT 330160 -004 SEM SOFTWARE ENHANCEMENT MODULE. • 1- VEEDER -ROOT 330020 -515 ISD MANUALS & VAPOR PRESSURE SENSOR. • 1- VEEDER -ROOT 330280 -401 G -SITE /PASSPORT DISPENSER INTERFACE MODULE. • 1- VEEDER -ROOT 331063 -025 PASSPORT 25' CABLE TO TLS350R & INSTALLATION MANUAL. • 1- VEEDER -ROOT 330148 -001 RS -232 INTERFACE MODULE W /AUXILIARY PORT. • 17 VEEDER -ROOT Q13180 -20 GENDER MENDER. • 1- VEEDER -ROOT 329356 -004 8 INPUT SMART SENSOR MODULE FOR VACUUM /MAG SENSORS. MISCELLANEOUS: • 1- TC -3 REGULAR UNLEADED TANK COLLAR. • 1- TC -4 PREMIUM UNLEADED TANK COLLAR. • 1- TC -7 DIESEL TANK COLLAR: • 3- VR -A- 800 - 952 -5588 NOZZLE OPERATION DECAL W /CARB CONTACT INFO. • 3- D -29 DECAL "PLEASE PAY CASHIER" • 3- D -58 DECAL "WARNING: NO SMOKING, STOP ENGINE ". • 3- D -43 DECAL "WARNING NO CELL PHONE ". • 3- 170 DECAL "UNAPPROVED CONTAINERS ". .• 1- ESO -1 SIGN "EMERGENCY PUMP SHUT OFF SWITCH ". 4Z'x 22" TALL BRAVO. DOUBLE WALL COLLARS 965ID, i mod Ghdael H, MODERN( WEIAIIJG7 COMPANY OF CALIFORNIA 4:8" x 22" TALL BRAVO DOUBLE WALL COLLARS OFFSET CONSTRUCTION( CIRCUMFERENTIAL SEAMS .000 • 0000. v DOUBLE BUTT CONSTRUCTION( LONGITUDINAL SEAMS THIS TANK ARRIVES AT THE J'OB'SITE 'UNDER VACUUM, AND DOES. NOT REQUIRE FURTHER INTEGRITY TESTS, IF J'OBSITE AIR PRESSURE TEST REQUIRED, THE PRIMARY (iINNER)i TANK MAY BE PRESSURIZED UP TO 5 P.S.I. THE SECONDARY (OUTER) TANK MAY BE TESTED! BY VACUUM ONLY. THE OUTER' TANK RECEIVES A 35,000 VOLTS HOLIDAY TEST AT THE FACTORY SIZE i O.D. LENGTH WEIGHT 8,0001197" ! 211' -51 "' li 7,970# QTY. [ SIZE. II TYPE I REMARKS SCHEDULE OF OPENING" GLASTEEL SEPARATION FIBERGLASS, �� MATERIAL COMPOSITE' SPACE I STEEL PRIMARY TANK GLASTEEL. INS"` CONSTRUCTION DIETAIiL' S INTERIOR:: CLEAN' OF DEBRIS, UNPAINTED- EXTERIOR: F.R.P. 131 TANK, SHALL.BEAR'THE U.L. 11746 LISTING MARK FOR SECOND'ARY'CONTAINMENT UNDERGROUND TANK FOR FLAMMABLE UQUIDSTORAGE: ' 131TANK SHALL MEET THE REQUIRMENTS.OF NFPA 30 & 31. o,TANK,SHALL MEET, THE'REQUIRMENTSOF UFC. 0! TANK SHALL MEET THE REQUIREMENTS OF SCAQMD' METHANOL COMPATIBILITY RULE 1470. 131 TANK SHALL HAVE 30 YEAR LIMITED WARRANTY. No:. aeao.: ENE (1) i Mimi No.: GS13 -96 -8000 morn welding; company of m forma, ine. 4141 N. BRAWLBY AVE P MGCA 93723 NLL49.353A351 FAX3596V34M]l Northwest Pump & Equipment 8,000 GALLON! GLASTEEL IL JACKETED, UNDERGROUND• TANK m;. ar JJ! !DATe 0649/09' SCE: NONE CHIC. ar { I JOW N01 Owa. No, 10564 A:. Wr i PA. N0: SHT. N0. 1. OF . Eff�=N mod QOi1'ool � MODERN WELDING COMPANY OF CALIFORNIA 48" x 22" TALL BRAVO DOUBLE LA/ Ail I—t—N I A MR YVrNLL VVLLlVRJ I 1 f IVr% I • I i I I I i 000 • 0000 I I _ I I I I ! THIS TANK ARRIVES AT THE JOSSITE UNDER VACUUM AND DOES NOT REQUIRE FURTHER INTEGRITY TESTS. IF JOBSITE AIR PRESSURE TEST REQUIRED, THE PRIMARY (INNER) TANK MAY BE PRESSURIZED UP TO 5 P.S.I. THE SECONDARY (OUTER) TANK MAY BE TESTED BY VACUUM ONLY. THE SECONDARY TANK RECEIVES A 35,000 VOLTS HOLIDAY TEST AT THE FACTORY. SIZE I O.D. I LENGTH WEIGHT !0,0001121'1 34' -5 18,960# H 1 i/2 CPLG G _ 1 METHANOL COMPATIBILITY RULE 117(L ;T FITTING °TANK SHALL HAVE 30 YEAR LIMITED WARRANTY. F 1 "I NO.: GS13 -120 -20000 E 1 r-F D 1 Northwest Pump & Equipmeni 20,000 GALLON GLASTEEL II JACKETED UNDERGROUND TAM C 1 • ,JJ DATE 06/15/09 B 1 CHIC. BY A 1 •2' 1 FNPT 4RK QTY. SIZE TYPE '77 77 OFFSET CONSTRUCTION CIRCUMFERENTIAL SEAMS n v DOUBLE BUTT CONSTRUCTION LONGITUDINAL SEAMS GLASTEEL SEPARATION FIBERGLASS MATERIAL COMPOSITE ANNULAR SPACE . STEEL PRIMARY TANK GLASTEEL II>M CONSTRUCTION DETAILS INTERIOR: CLEAN OF DEBRIS, UNPAINTED EXTERIOR: F.R.P. 13TANK SHALL BEAR THE U1. 1746 LISTING MARK FOR SECONDARY CONTAINMENT UNDERGROUND TANK FOR FLAMMABLE LIQUID STORAGE. 0TANK SHALL MEET THE REQUIRMENTS OF NFPA 30 6 31, OTANK SHALL MEET THE REQUIRMENTS OF UFC. OTANK SHALL MEET THE REQUIREMENTS OF SCAQMD METHANOL COMPATIBILITY RULE 117(L ;T FITTING °TANK SHALL HAVE 30 YEAR LIMITED WARRANTY. No. R=: ONE (1) "I NO.: GS13 -120 -20000 modem welding company of califomia, inc. 4141N.BRAWWAV8 FRUM CA93722 txt»a,sat] ratnc.i,i4m Northwest Pump & Equipmeni 20,000 GALLON GLASTEEL II JACKETED UNDERGROUND TAM J I T O R =N. By ,JJ DATE 06/15/09 scale: NONE REMARKS CHIC. BY JOB NO. M. NO. 10555 ?NINGS APR. BY P.O. NO. SNT. NO. 1 OF 1 "I ` 1)1)E -400 -UST (FRONT) REV. 2 (11 -07) STATE OF CALIFORNIA APPLICATION FOR CALIFORNIA UNDERGROUND STORAGE TANK MAINTENANCE FEE BOARD OF EQUALIZATION SECTION !- TYPE OF LICENSE 1. PLEASE CHECK THE APPLICABLE BOX THAT BEST DESCRIBES YOUR BUSINESS T aFFIC WGas Station ❑ Farm - e Petroleum D is t rib tor/Wh o les al e r Other (please describe) Does the property owner own the underground storage tanks? If so, the property owner should continue to fill out the application. If the property owner does not own the.tanks, the owner of the underground storage tanks should fill out the application. The owner must produce a notarized bill of sale or business documents stating the tanks were included in the sale, or invoice showing delivery of the tanks to the site indicated and billed to the tank owner. If the property owner has leased the station and the lease states the operator has right of removal of tanks for the duration of the lease, the tenant must to fill out the application. If the tenant is changing leases, please submit the new lease agreement. SECTION It: OWNERSHIP INFORMATION 1. PLEASE CHECK TYPE OF OWNERSHIP ❑ Sole Owner ❑ General Partnership (provide a copy at your partnership agreement) ❑ Limited Partnership (provide a copy of your partnership agreement) �r Husband/Wife Co- Ownership . ❑ Limited Liability Company (LLC) ❑ Corporation ❑ Susiness.Trust ❑ Joint Venture ❑ Registered Domestic Partnership ❑ Other 2. STAq� DATE OF FIRST D LIVEq,Y OF PETROLEUM INT UN[,ERGROUND STOfii"A'GE TANKS (month, yay and yea LC1v Ft�. -: Y. !' °i] i^LiF •..`t''),;� fi t� ! "rte �' 3. ENTER NAME OF PARTNERSHIP; CORPORATION, LIMITED LIABILITY COMPANY (LLC): ORGANIZATION, OR OTHER ORGANIZATION (Include a copy of your partnership agreement or LLC agreement) 0 4. FEDERAL EMPLOYER IQENTIFICATION NUMBER (FEIN) OR SSN, IF NO FEIN a �O 5. CORPORATE OR LLC NUMBER 1 6. STATE OF INCORPORATION OR ORGANIZATION 7: DATE OF INCORPORATION OR ORGANIZATION L N a 0 Each owner,,partner, corporate officer or principal must provide the information requested below. If needed, please attach additional sheet(s) to provide the information requested in this application. Officers of publicly traded companies are not required to complete this section. ❑ President ❑ Partner ❑ Registered Domestic Partner ❑ Manager ❑ Member Owner ❑ Trustee 8. FU NAME (first, middi ast) . - 9. R71YEWCE AD RE S (strea, , state, do) 10.SOC E ITY CUR MBER (att ch verification) (corporate oHtcers excluded) 11. DRIVER LICENSE NUMBER (attach verification) 12. RESIDENCE TELEPHONE NUMBER_ 13. DAYTIME TELEPHONE NUMBO 14.SIGNATURE .x ❑ Vice President ❑ Co- Partner ❑ Registered Domestic Partner ❑ Co-Manager 0 Member Co-Owner ❑ Trustee 15. FULL NAME (first, middle, last) , — / ' 16. R ENCE 9QDRE55 ( r;f city, to , Lp code) ✓\ l 17. SOCIAL SECUF1ITY NUMBS (attach vertflcadon) (corporate Officers excI ded) - 18. DRIVER LICENSE NUMBS (attach verification) r 19. ( SIDE, CE C � EP ON BER 20. D YTIME TELEPHON NUMkE� 21. SIGNATURE ' fL4 ❑ Secretary ❑ Co- Partner ❑. Registered Domestic Partner ❑ Co- Manager ❑ Member ❑ Co -Owner ❑ Trustee 22. FULL NAME (first middle, last) 23. RESIDENCE ADDRESS (street, city, state, zip code) 24. SOCIAL SECURITY NUMBER (attach verification) (corporate officers excluded) 25. DRIVER LICENSE NUMBER (attach verification) 26. RESIDENCE TELEPHONE NUMBER 127. DAYTIME TELEPHONE NUMBER aX �T BOE- 400 -UST (BACK) REV. 2 (11 -07) SECTION III: BUSINESS AND SITE INFORMATION i. URRENTLY DOING BUSINESS AS (DSA) (write nano It not applicable) Partnerships complete it business name different from name of partnership '1, .,., ,. I r -749 2. BUSINESS ADDRESS OF TANK LOCATION (do not list P.O. Box or mailing service: If two e c ons, a attach a list DAYTIME TELEPHONE NUMBER FAX NUMBER ST ow I 3. MAI IW DDR SS (it different tram ab ve) is t, city, g e, code I ! t 4; PARCEL NUMBER alit y 12. DOES YOUR BUSINESS OPERATE FROM MORE THAN ONE LOCATION? ❑ YES 900 5. ADDRESS WHERE BOOKS AND R CORDS ARE TAIN (street ryity, tate,(y�p r 1 odo) DAYTIME TELEPHONE NUMBER FAX r NUMBER �h C o h'. i { [A 0 (/,, ) Crt - t �- `X 6. NAME OF PERSON TO CONTACT REGARDING ALL LICENSING ACTIVITIES DAYTIME TELEPHONE NUMBER E -MAIL ADDRESS . ",. ( ) 7. NAME OF PE O TO CONTACT EGARDING TAX REPORTING ACTIVITIES DPyY�I E TS LEPHONE NUMBER EMAIL ADDRESS !l I, 4'r k .. _t NAME UNDERGROUND STORAGE TANK ACCOUNT NUMBER B. NAM OF ANK OR FINANCIAL INSTITUT,IdN HOLDING THE PRIMARY BUSINESS ACCOUNT ACCOUNT NUMBER ADDRESS (mailing address, city, state, zip code) TELEPHONE NUMBER FAX NUMBER e. WHAT TYPE OF 'pj +ETROLEUM PRODUCT -,pRE Y�yOU SELLI OR STORING? 10. NU ER OFSTANK�S'r AT SITE AND CAPACITY_O/Ff{E_AyCH TANK FORWARDING ADDRESS TELEPHONE NUMBER 16. NAt�OF YOUR UEL UPPLIER() IN C� NATIO IDE ADDRESS (mailing address, city, state, zip code) TELEPHONE NUMBER 17. ARE YOU REGISTERED TO COLLECT AND /OR REMIT SALES TAX? IF YES, WHAT IS YOUR SALES TAX NUMBER? 15. 00 YOU HAVE OTHER BOARD OF EQUALIZATION ISSUED LICENSES OR PERMITS? YES (] NO IF YES, PLEASE LIST ACCOUNT NUMBERS. SECTION IV: CER CATION? °_jt <. `< �. . l ....> I certify and declare, under penalty of perjury, that the inform lion contained herein is correct to the best of my knowledge and that 1 am authorized to sign and certify this application. TANK WNER'S OR AUTHORIZED REPR SENTATIVE'S NAME (type or print) TITLE , Kn TANK OWNER'S 941 AITTHORI REPRESENTATIVE'S SIGNATURE I DATE -,` Return Application to: Board of Equalization, Fuel Taxes Division P.O. Box 942879, Sacramento, CA 94279 -0030, 916 -322 -9669 11. N OF OPERATOR (it other the owner) h -r A.? G ()A-/ 12. DOES YOUR BUSINESS OPERATE FROM MORE THAN ONE LOCATION? ❑ YES 900 (it yes, be sure to list all locations in Section fit, line 2) 13. NAME OF OWNER OF REAL PROPERTY FOR EACH SITE THAT HAS AN UNDERGROUND STORAGE TANK (it different from applicant) 14. WEBSITE ADDRESS 15. ARE YOU BUYING A BUSINESS? (if yes, please list seller's name and account number it known) YES NO NAME UNDERGROUND STORAGE TANK ACCOUNT NUMBER FORWARDING ADDRESS TELEPHONE NUMBER 16. NAt�OF YOUR UEL UPPLIER() IN C� NATIO IDE ADDRESS (mailing address, city, state, zip code) TELEPHONE NUMBER 17. ARE YOU REGISTERED TO COLLECT AND /OR REMIT SALES TAX? IF YES, WHAT IS YOUR SALES TAX NUMBER? 15. 00 YOU HAVE OTHER BOARD OF EQUALIZATION ISSUED LICENSES OR PERMITS? YES (] NO IF YES, PLEASE LIST ACCOUNT NUMBERS. SECTION IV: CER CATION? °_jt <. `< �. . l ....> I certify and declare, under penalty of perjury, that the inform lion contained herein is correct to the best of my knowledge and that 1 am authorized to sign and certify this application. TANK WNER'S OR AUTHORIZED REPR SENTATIVE'S NAME (type or print) TITLE , Kn TANK OWNER'S 941 AITTHORI REPRESENTATIVE'S SIGNATURE I DATE -,` Return Application to: Board of Equalization, Fuel Taxes Division P.O. Box 942879, Sacramento, CA 94279 -0030, 916 -322 -9669 STRUCTURAL CALCULATIONS 60'x65' FUELING CANOPY MVE #90013 PANAMA, ROAD .S H ELL Bakersfield, California 4.- Canopy Supplied by: Kustom Kanopies, Inc. MAY 2009 2765 Midland Dr. �ov*FESS /py9 Ogden, UT 84401 CA/IL Q. - y' � Structural Design by: �TFOF C AL 1V0�� MOUNTAIN VIEW EXPIRES ENGINEERING, INC. (SEp 3 ®.2009 r: -. 3A5 North-Main Brigham City Utah 84302 #6857 .., 12 pages of Calculations' MOUNTAIN VIEW Page: I ENGINEERING INC. Job: MVE #90013 Kustom Kanopies, Inc. #6857 Date: 05/05/09 345 North Main Brigham City Utah 84302 Subject: PANAMA ROAD SHELL By: JVL Phone (435) 734 -9700 Fax (435) 734 -9519 Building Descr: 60'x65' FUELING CANOPY Location: Bakersfield, California CANOPY DESIGN CRITERIA CODE: CBC 2007 Dead and Live Loads: Canopy Dead Load 10 psf Canopy Area 3900 ft ^2 Mansard Dead Load 0 psf Mansard Roof Area 0 ft ^2 Ground Snow Load 0 psf Total Canopy Dead Load 39 kips Roof Snow Load 0 psf Max. Column Trib. Width 30 ft Thermal Factor 1.2 Max. Column Trib, Length 32.5 ft Importance Factor 1.0 Max. Column Trib. Area 975 ft ^2 Exposure Factor 1.0 Roof Live Load 20 psf Live Load Reduction per IBC 1607.11.2 At = 975 ft ^2 F = 0 R1 = 0.60 R2 = 1.00 Reduced Live Load 12 psf Occupancy Category: II Seismic Forces: Site Class D Wind Forces: Seismic Design Category C . Wind Speed (V3s) 85 mph SS 0.370 SoS 0.371 Exposure C S1 0.131. SDI 0.198 Importance Factor 1.0 Importance Factor 1.0 The canopy is classified as a non - building structure of inverted pendulum type in accordance with ASCE 7 -05 Table 15.4 -2 and has been designed using the Equivalent Lateral Force Procedure as per Section 12.8. CANOPY SPECIFICATIONS: Length 65 ft Width 60 ft Fascia Height 3 ft Canopy Clear Height 15.5 ft Total Height of Canopy Number of Column Rows Number of Columns /Row 18.5 ft max. 2 2 MOUNTAIN VIEW Page: 2. ENGINEERING, INC. Job: MVE #90013 Kustom Kanopies, Inc. #6857 Date: 05/05/09 345 North Main Brigham City Utah 84302 Subject: PANAMA ROAD SHELL By: JVL Phone (435) 734 -9700 Fax (435) 734 -9519 Building Descr: 60'x65' FUELING CANOPY . Location: Bakersfield, California ASCE 7 -05 WIND FORCES (SECTION 6.5 ANALYTICAL PROCEDURE Design Wind Loads for Open Buildings (Section 6.5.13) and for Other Structures (Section 6.5.15) Basic Wind Speed (V) = 85 Exposure (Sect. 6.5.6.3) = C Importance Factor = 1.0 Canopy Clear Height = 15.5 Fascia Height = 3 Mean Roof Height = 16.083 Z = 17.0 Kd (Table 6 -4) = 0.85 Wind Profile Area (Af) = 195 mph Note: Horizontal forces on the canopy will be evaluated as solid sign (Section 6.5:15) because that is the wind profile type ft that the canopy most closely ft 'resembles. Uplift forces will be ft evaluated as an open building (Section ft 6.5.13). Note: Topographic effects need not be ft "2 applied, therefore Kzt = 1.0. Velocity Pressure (Sect. 6.5.10, Table 6 -3) a (Table 6 -2) = 9.5 zg (Table 6 -2) = 900 ft Kz = 2.01 (z /zg) ^2 /a = 0.872 qz = 0.00256 (Kz) (Kzt) (Kd) (V ^2) (1) Therefore, qz = u B/s Upper Bound = Upper s/h = Lower s/h = Upper Bound, Cf = 13.70 psf Gust Effect Factor (Section 6.5.8) Structure is Flexible, therefore G = Gf (Section 6.5.8.2). In order to simplify design, Assume Gf = 1.0 Net Force Coefficient ( Fiaure 65 ft 3 ft 18.5 ft 30 0.2 Cf = 1.9 0.16. Cf = 1.9 1.9 Aspect Ratio (B /s) = Clearance Ratio (s /h) _ B/s Lower Bound = Upper s/h = Lower s/h = Lower Bound Cf = Therefore, by linear interpolation, Cf = 1.900 THEREFORE: F = (gz)(G)(Cf)(Af) = 5076.65 Ibs = 5.08 kips For Fascia Design, Wind Pressure = 26.0 psf 21.6667 0.16216 20 0.2 Cf = 1.9 0.16 Cf = - 1.9 1.9 Wind Uplift (Figure 6 -18A) B= 65 ft L= 60 ft 0= 0 degrees Load Case A, Obstructed Leeward or Windward Flow will control design. From Figure 6 -18A, CN = -1.2 Therefore, Design Uplift Pressure = -16.44 psf MOUNTAIN VIEW ENGINEERING, INC. sub bt: 345 North Main Brigham City Utah 84302 Phone (435) 734 -9700 Fax (435) 734 -9519 Building Descr: 60'x65' FUELING CANOPY Location: Bakersfield, California LATERAL MVE #90013 Kustom Kanopies, Inc. #6857 WIND (from page 2) 11 ft qz = 13.70 psf Total Base Shear (V) = 5.08 kip SEISMIC NA ft SDS = 0.371 ft R= 2 ft . Cs = 0.19 ft Seismic W = 39 'kip Total Base Shear (V) = 7.23 kip Wind Lateral Load at Column = .1.27 kip Seismic Lateral Load at Column = 1.81 kip Distance From Base = 17.25 ft PURLINS Max. Purlin Trib. Width = 11 ft Purlin Trib. Width # 2 = 9.5 ft Purlin Trib. Width # 3 = NA ft Purlin Trib. Width # 4 = NA ft Left Cantilever = 12.5 ft 1 Bay(s) @ 40 ft . Right Cantilever = 12.5 ft D = 0.01 ksf S = 0 ksf Lr = 0.02 ksf W 7 - 0.0164 ksf From Page 6, Use W14x22 BEAMS 3 Date: 05/05/09 By: Left Cantilever = ft 12 ft 1 Bay(s) @ 37.07 36 ft Right Cantilever = Width = 12 ft Maximum Tributary Width = 32.5 ft P1 (D) = 3.58 kip P2 (D) = 3.09 kip P1 (Lr) = 7.15 kip P2 (Lr) = 6.18 kip P1 (S) = 0.00 kip P2 (S) = 0.00 kip P1 (W) _ -5.88 kip P2 (W) _ -5.08 kip P3 (D) = NA kip P4 (D) = NA kip P3 (Lr) = NA kip P4 (Lr) = NA kip P3 (S) = NA kip P4 (S) = NA kip P3 (W) = NA kip P4 (W) = NA kip From Page 7, Use W14x34 PANAMA ROAD SHELL COLUMNS Page: 3 Date: 05/05/09 By: JVL Column Specification: 16" Dia. x 1/4" Pipe Fy = 35 ksi Length = 17.25 ft S = 50.78 in3 Reduced S for 4.75" Dia. Hole= 37.07 in3 Max. Allowable Stress Ratio = 0.73 Width = Max. D Reaction from Beam = 9.76 kip Max. Lr Reaction from Beam = 19.51 kip Reduced Lr Reaction = 11.71 kip Max. S Reaction from Bearh = 0 kip Max. W Reaction from Beam = -16.0 kip From Page 8, the Column is OK. kip FOOTINGS (per CBC 1805.7.2.2) Allowable Soil Pressure = 1500 psf Max. Vertical Column Load = 21.47 kip Uplift at Column = -10.2 kip - Square Footing Length = 4 ft Width = 4 ft Req. Depth (see page 9) = 4.875 ft Actual Depth = 5.75 ft q actual = 1342 psf q (allowable) = 1500 psf OK Footing Weight = 17.40 kip FS Uplift = 1.71 >1.5 OK Optional Round Footing. Diameter = 4.5 ft Req. Depth (see page 10) = 5.25 ft Actual Depth = 6.25 ft q actual = 1350 psf q (allowable) = 1500 psf OK Footing Weight = 17.97 kip FS Uplift = 1.77 >1.5 OK Note: Full roof live loads are used for the design of the purlins and beams and reduced live loads are used for the design of all other members. MOUNTAIN VIEW ENGINEERING, INC. Job: MVE #90013 Kustom Kanopies, inc. #6857 345 North Main Brigham City Utah 84302 Subject: PANAMA ROAD SHELL Phone (435) 734 -9700 Fax (435) 734 -9519 Building Descr: 60'x65' FUELING CANOPY Location: Bakersfield, California COLUMN BASE-PLATE Fy = 36 ksi Max. Wind Shear at Base = 1.27 kip Max. Seismic Shear at Base = 1.81 kip Max. Wind Moment at Base = 21.89 kft Max. Seismic Moment at Base = 31.20 kft * *See Column section for axial loads. 31.20 From Page 11, Use 1 "x21 "x21" Base Plate COLUMN BASE PLATE WELD b r d Sweld - 3(3b + d) Sweld Sweld = 213.8 in ^2 Max. Moment at Base = 21.89 kft Max. Moment at Base = 262.7 kin Weld Strength Required = 262.7 kin 213.8 in A2 Weld Strength Required = 1.229 k /in Base Plate Thickness = 1 in Min. Weld Size (perA/SC Table J2.4) = 1/8" Use 4 116 in fillet weld all around column G.F. = 3.712 k /in > 1.229 k /in OK Page: 4 Date: 05/05/09 By: JVL ANCHOR RODS (ASTM F1554 -36) No. Rods per Connection = 4 Diameter = 1.25 in Mean Anchor Rod Spacing = 16 in Number of Rods in Tension = 2 in LOADS TO EACH SET OF ANCHORS ACI 318 -05 LOAD COMBINATIONS 1. 1.2D + 1.6(Lr or S) + 0.8W 2. 1.2D + 1.6W + 0.5(Lr or S) 3. 1.2D + 1.0E + 0.2S 4. 0.9D + 1.6W 5. 0.9D + 1.0E ACI 318 -05 FACTORED LOADS MOMENT (kft) SHEAR (kips) 1. 17.51 1.02 2. 35.03 2.03 CONTROLS 3. 31.20 1.81 4. 35.03 2.03 5. 31.20 1.81 ANCHOR DESIGN LOADS (Factored) Nu (on 2 anchors) = 26.27 kip Vu (on 4 anchors) = 2.03 kip See Anchor Rod Design on Page 12. Mkft Vkis D 0.00 0.00 Lr 0.00 0.00 S 0.00 0.00 W 21.89 1.27 E 31.20 1.81 ACI 318 -05 LOAD COMBINATIONS 1. 1.2D + 1.6(Lr or S) + 0.8W 2. 1.2D + 1.6W + 0.5(Lr or S) 3. 1.2D + 1.0E + 0.2S 4. 0.9D + 1.6W 5. 0.9D + 1.0E ACI 318 -05 FACTORED LOADS MOMENT (kft) SHEAR (kips) 1. 17.51 1.02 2. 35.03 2.03 CONTROLS 3. 31.20 1.81 4. 35.03 2.03 5. 31.20 1.81 ANCHOR DESIGN LOADS (Factored) Nu (on 2 anchors) = 26.27 kip Vu (on 4 anchors) = 2.03 kip See Anchor Rod Design on Page 12. .MOUNTAIN VIEW ENGINEERING, INC. Job #90013 KUSTOM KANOPIES Page 5 e MOUNTAIN VIEW BUILDING SYSTEMS, INC. Subject PANAMA ROAD SHELL Date 5 -5 -09 BAKERSFIELD, CA By C.R.H.. 345 No. Main, Suite A • Brigham City, Utah 84302 Phone (435) 734 -9700 Fax (435) 734 -9519 65' -0" 12' -6" 40' -0" 12' -6" n 9' -4" 9' -4" 9' -4" 9' =4" 9' -4" lo MAX. MAX. " C " PB PB PB PB P 0 ' CV . C. C C I PB PB PB PB P BB BB M m 0 BB PB 1PB PB PB BB P 6 o CENTER GUTTER PB 1PB 1PB PB P I co BB BB 0 1 1 BB PB 1PB 1PB PB BB P C C o 0 �2 1PB PB PB PBI P 0 i • KEY B = W1434 BEAM P = W1422 PURLIN C = 16 "04" PIPE COLUMN PB = 1 J "x1 J "x16 GA. PURLIN BRACE BB = 2 "x2 "xi" BEAM BRACE i E Description : Purlins Mountain View Engineering, Inc. 345 N. Main Street, Suite A Brigham City, Utah 84302 Phone: (435) 734-9700 Fax: (435) 734-9579 n Title: KK#6857- BAKERSFIELD, CA Job# 90013 Dsgnr: JVL Project Desc.: Structural Design of Fueling Canopy Project Notes : Printed: 5kiAY2009. 8:200. File: V:1900001hru90250190013 KKPanama Road Shell (Bakersfield; )i66613.mTltrow c6 "Mate Hal I'Properties Calculations per IBC 2006, CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy : Steel Yield 50.0 ksi Beam Bracing : Beam bracing is defined Beam-by-Beam E: Modulus 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 "Urtbirked LL-noths Span # 1, Defined Brace Spacing, First Brace at ft and spaced at 1.3333 ft Span # 2, Defined Brace Spacing, First Brace at ft and spaced at 9.3330 ft Span # 3, Defined Brace Spacing, First Brace at ft and spaced at 1.3333 ft D(0.110) Lr(O. 220) W(- 0.18084 IWL 7namE 25 W8 'Z W14X22, Span = 12.50 ft W1 4X22, Span= 40.0 ft W14X22, Span= 12.50 ft Service loads entered. Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans D = 0.010, Lr = 0.020, W = -0.016440 k/ft, Tributary Width = 11.0 ft DESIGNSUMMARY Maximum Bending Stress Ratio = 0.709: 1 Maximum Shear Stress Ratio 0.105 : 1 Section used for this span W14X22 Section used for this span W14X22 Mu Applied 40.208 k-ft Vu : Applied 6.60 k Mn Omega: Allowable 56.701 k-ft Vn/Omega: Allowable 63.020 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 19,747ft Location of maximum on span 12.500 ft Span # where maximum occurs Span # 2 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 1.185 in Max Upward L+Lr+S Deflection -0.710 in Live Load Deflection Ratio 404 Max Downward Total Deflection 1.778 in Max Upward Total Deflection -1.065 in Total Deflection Ratio 269 "Overall"Maximum'Deflections —Unfactored Loads Load Combination Span Max. "" Defl Location in Span Load Combination Max. Defl Location in Span 1 0.0000 0.000 -1.0597 0.000 D+L+Lr 2 1.7778 20.253 0.0000 0.000 3 0.0000 20.253 D+L+Lr -1.0648 12.500 -Vertical° Reaction& - '11.11 nfactored Support notation. Far left is #1 Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXirnum 10.725 10.725 D Only 3.575 3.575 Lr Only 7.150 7.150 W Only -5.877 -5.877 D+L+Lr 110.725 10.725 Mountain View Engineering, Inc. Title: KK46857 - BAKERSFIELD, CA Job# 90013 345 N. Main Street, Suite A Dsgnr: JVL Brigham City, Utah 84302 Project Desc.: Structural Design of Fueling Canopy Phone: (435) 734-9700 Project Notes Fax: (435) 734-9579 Pruilea: 5 MAY 2002 8:32AM :.":-;File'V.\9000thr90250�90013�KKPah6ni6R66dSfi6ll (Bik6gfield,'CA)�90013 L itro C6 ., , N Description : Beams it aterlill'P.r pe Calculations per IBC 2006. CBC 2007, 13th AISC Analysis Method: Allowable Stress Design Fy : Steel Yield 50.0 ksi Beam Bracing: Beam bracing is defined Beam-by-Beam E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006IBC&ASCE7-05 "u, Span # 1, Defined Brace Locations, First Brace at 4.0 ft, Second Brace at ft, Third Brace at ft Span # 2, Defined Brace Spacing, First Brace at 3.0 ft and spaced at 11.0 ft - Span # 3, Defined Brace Locations, First Brace at 8.0 ft, Second Brace at ft, Third Brace at ft . � D(3.09) Lr6.18) W(-5.08) D(3.58) Lr7.1,5) W(-5.877) D(3.09) Lr6.18) W(U(.SZP) Lr6.18) W(-5.08) D(3.58) Lr7.1.5) W(-5.877) D(3,09) Lr6.18) W(-5.08) Span = 12.0 ft 1: _ W14X34, Span= - 16�d Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number 1 -- - ------ Max. "+" Defi Location in Span Point Load : D = 3,090, Lr = 6.180, W = -5.080 k @ 4.0 ft 0.0000 0.000 D+L+Lr Load(s) for Span Number 2 0.000 D+L+Lr 2 Point Load D = 3.580, Lr = 7.150, W = -5.8770 k @ 3.0 ft 18.228 0.0000 Point Load D = 3.090, Lr = 6.180, W = -5.080 k @ 14.0 ft 3 0.0000 Point Load: D = 3.090, Lr = 6.180, W = -5.080 k @ 22.0 ft -0.8307 12.000 Point Load: D = 3.580, Lr = 7.150, W = -5.8770 k @ 33.0 ft Suppod ootation: Far left is #11 Load(s) for Span Number 3 Load Combination Support I Point Load : D = 3.090, Lr = 6.180, W = -5.080 k @ 8.0 ft SuPPO-ft-f -- -Support-4 Overall MAXimum 29.270 ----29-.270 Maximum Bending Stress Ratio = 0.811 1 Maximum Shear Stress Ratio = 0.251 1 Section used for this span W14X34 Section used for this span W14X34 Mu: Applied 87.810 k-ft Vu: Applied 20.0 k Mn / Omega: Allowable 108.270k-ft Vn/Omega: Allowable 79.80 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 20.051 ft Location of maximum on span 12.000 ft Span # where maximum occurs Span # 2 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 1.178 in Max Upward L+Lr+S Deflection -0-553 in Live Load Deflection Ratio 366 Max Downward Total Deflection 1.767 in Max Upward Total Deflection -0.968 in Total Deflection Ratio 244 -'�,Overall;MaziM.um�.D4flections - unfactored Loads Load Combination Span Max. *-" Dell --------- --- Location in Span Load Combination -- - ------ Max. "+" Defi Location in Span 1 0.0000 0.000 D+L+Lr - ----- ------ -0.8228 0.000 D+L+Lr 2 1.7672 18.228 0.0000 0.000 3 0.0000 18.228 D+L+Lr -0.8307 12.000 Vertical Reactions -.Unfactored Suppod ootation: Far left is #11 Load Combination Support I Support 2 SuPPO-ft-f -- -Support-4 Overall MAXimum 29.270 ----29-.270 D Only 9.760 9.760 Lr Only 19.510 19.510 W Only -16.037 -16.037 D+L+Lr 20.270 29.270 Description : Columns Mountain View Engineering, Inc. 345 North Main Street, Suite A Brigham City, Utah 84302 Phone: (435) 734 -9700 Fax: (435) 734 -9519 Title: KK# - BAKERSFIELD, CA Job # 90013 r oc CRH Project Desc.: Structural Design of Fueling Canopy t� Project Notes : Printed: 14 JAN 2009. 2:08PM General l6 , rmation ,K .; ..: -.; ....::.:::., : : `; : ,: s ... ; . -. ,:..... - Code Ref :2006 IBC, AISC Manual 13th Edition Steel Section Name: 16" Dia. x 1/4" Pipe Overall Column Height 17.250 ft Analysis Method : 2006 IBC & ASCE 7 -05 Top & Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade 1.270 k Bending & Shear Check Results Fy : Steel Yield 35.0 ksi Brace condition for deflection (buckling) along columns E : Elastic Bending Modulus 29,000.0 ksi X -X (width) axis : Unbraced Length for X -X Axis buckling = 17.25ft, K = 2.1 Load Combination: Allowable Stress Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling =17.25 ft, K= 2.1 v p. ;i „,....- Applied Load Service loads entered. Load Factors will be applied for calculations . AXIAL LOADS ... 0.015879 :1 Axial Load at 17.250 ft, Xecc = 1.000in, Yecc = 1.000in, D = 9.760, LR = 11.710 k BENDING LOADS ... 0.0 ft Lat. Point Load at 17.250 ft creating Mx -x, W = 1.270, E = 1.810 k �QES1GNSUMMA'RY°` ' 1.270 k Bending & Shear Check Results 79.9823 k PASS Max. Axial+Bending Stress Ratio = 0.28310 : 1 Load Combination +D +W +H Location of max.above base 0.0 ft At maximum location values are. . . Pu : Axial 9.760 k Pn I Omega: Allowable 198.719 k Mu-x: Applied 22.7208 k -ft Mn -x / Omega: Allowable 91.0258 k4t Mu-y: Applied 0.81333 k -ft Mn -y / Omega: Allowable 91.0258 k -ft PASS Maximum Shear Stress Ratio = 0.015879 :1 Load Combination +D +W +H Location of max.above base 0.0 ft At maximum location values are ... Vu: Applied 1.270 k Vn / Omega: Allowable 79.9823 k AS Load Maximum SERVICE Load Reactions.. Top along X -X 0.0 k Bottom along X -X 0.0 k Top along Y -Y 0.0 k Bottom along Y -Y 1.810 k Maximum SERVICE Load Deflections ... Along Y -Y - 0.43857 in at for load combination : E Only Along X -X - 0.020526 in at for load combination: Lr Only 'M-x Loads c 0 NI IAI C� QI I 1 i i 17.250ft above base 17.250ft above base Loads are total entered value. Arrows do not relied absolute direction. Mountain View Engineering, Inc. Title: KK #6857 - BAKERSFIELD, CA Job # 90013 O 345 N. Main Street, Suite A Dsgnr: JVL Brigham City, Utah 84302 Project Desc.: Structural Design of Fueling Canopy Phone: (435) 734 -9700 Project Notes Fax: (435) 734 -9579 Description : Footing Embedment Depth General Information Pole Shape Re Pole Width ................. Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive .................. Max Passive ................... 48.0 in 150.0 pcf 1,500.0 psf Controlling Values Governing Load Combination: +D +W+H Lateral Load 1.270 k Moment 21,9075 k -ft Restraint @ Ground Surface Pressure at Depth Actual 718.834 psf Allowable 718.834 Psf Surface Retraint Force 6,415.60 lbs Printed 5 NlAY 2009, 8:39AM Code References: 2006 IBC 1805.7.2, 1997 UBC 1806.8.2.1 Footing Base Area U.0 16.0 ft ^2 U.13 Pole Cross section, Width = 4' -lY Maximum Soil Pressure +D+0.750Lr+0.750L +H 1.3419 ksf 0.0 0.13 - -- - - -- - -- - -- - - -- -- As pule is squ`ar -- 1.3 21.9 4:88 718.8 718.8 +D+0.70E +H Lateral Concentrated Load 21.9 Lateral Distributed Load Applied Moment Vertical Load D: Dead Load k klft k -ft 9.760 k Lr : Roof Live k klft k -ft 11.710 k L: Live k klft k -ft k S: Snow k klft k -ft 0.0 k W: Wind 1.270 k klft k -ft k E : Earthquake 1.810 k klft k -ft k H : Lateral Earth k loft k -ft k Load distance above Base 17.250 ft TOP of Load above ground ft BOTTOM of Load above ground ft Load Combination Results �'y 3 ' .,., Foreesr @Gr`buntlrSurface ` ,': .. ,. f2equj( ed;z ,:t t Presstirc�cl vpJhi' ? �, ' t'Y ..'%. - ,t r.I �' vat =;s k,.- -" ' "t;..r.'' .art. 's9.'i.'rF�*' �, �„�iu ..""W ,�'� "4 (' v'r:•: .. �;`" ' 'Load Combinabonzt,,., Loads i k ,t, . Momenis�ft =k a:rs De thF ft 'Actual i tom„ '�9L_��}1�:�•ss��__ _. __�� _: �- 1�: .,..:_- _°�'u�.��ar= `�,.Ld___e.. �r�..: ;�;;. +D+Lr +H U.0 U.0 U.13 US) U.0 +D+0.750Lr+0.750L +H 0.0 0.0 0.13 0.0 0.0 +D +W +H 1.3 21.9 4:88 718.8 718.8 +D+0.70E +H 1.3 21.9 4.88 718.3 718.3 +D+0.750Lr+0.75OL-t0.750W+H 1.0 16.4 4.38 653.1 653.1 +D+0.750L+0.750S+0.750W +H 1.0 16.4 4.38 653.1 653.1 +D+0.750Lr+0.750L+0.5250E +H 1.0 16.4 4.38 652.6 652.6 +D+0.750L+0.750S+0.5250E +H 1.0 16.4 4.38 652.6 652.6 +0.60D +W +H 1.3 21.9 4.88 718.8 718.8 +0.60D+0.70E +H 1.3 21.9 4.88 718.3 718.3 Mountain View Engineering, Inc. Title: KK #6857 - BAKERSFIELD, CA Job # 90013 O 345 N. Main Street, Suite A Dsgnr: JVL Brigham City, Utah 84302 Project Desc.: Structural Design of Fueling Canopy Phone: (435) 734 -9700 Project Notes : Fax. (435) 734 -9579 Printed 5 t:1AY 2009. 8:5844 : File :,V:190000thru90250190013'KK Panama Road Shell,(Bakersfeld; CA)190013 mtilt row:ec6 .? P >ole,rEmbeddedhin'"So il,:,::: ENERCALC; INC:1983=2 d0 ,Wer 6.0.21;.'N:02229 ; r.tr r • • Description : Footing Embedment Depth General Information Code References: 2006 IBC 1805.7.2, 1997 UBC 1806.8.2.1 Pole Shape Circular Pole Diameter ............... 54.0 in Calculate Min. Depth for Allowable Pressures 775,028 psf Lateral Restraint at Ground Surface 6,177.42 Ibs Allow Passive .................. 150.0 pcf Max Passive ................... 1,500.0 psf Controlling Values Footing Base Area Governing Load Combination: +D +W+H Maximum Soil Pressure Lateral Load 1,270 k Moment 21,9075 k -ft Restraint @ Ground Surface Pressure at Depth 0.0 Actual 775,028 psf Allowable 775,028 psf Surface Retraint Force 6,177.42 Ibs 0.0 E� ,��t; t. 5250 tt INinimuWiRequired Depth - Lateral Concentrated Load Mt� . 1 Footing Base Area 15.9043 ftA2 Maximum Soil Pressure 1.350 ksf 6 Pole Cross Section, Diameter = 4' -6' Load distance above Base 17.250 ft TOP of Load above ground 0.0 ft BOTTOM of Load above ground 0.0 ft Load Combination Results +D +Lr +H 0.0 noauuco N�,c ro oyuoc 0.13 0.0 "•AP I"d "Loads: +D+0.750Lr+0.750L +H 0.0 0.0 0.13 Lateral Concentrated Load 0.0 Lateral Distributed Load Applied Moment Vertical Load D: Dead Load 0.0 k 0.0 klft 0.0 k -ft 9.760 k Lr : Roof Live 0.0 k 0.0 klft 0.0 k -ft 11.710 k L : Live 0.0 k 0.0 k!ft 0.0 k -ft 0.0 k S: Snow 0.0 k 0.0 klft 0.0 k -ft 0.0 k W: Wind 1.270 k 0.0 klft 0.0 k -ft 0.0 k E : Earthquake 1.810 k 0.0 klft 0.0 k -ft 0.0 k H : Lateral Earth 0.0 k 0.0 klft 0.0 k -ft 0.0 k Load distance above Base 17.250 ft TOP of Load above ground 0.0 ft BOTTOM of Load above ground 0.0 ft Load Combination Results +D +Lr +H 0.0 0.0 0.13 0.0 0.0 +D+0.750Lr+0.750L +H 0.0 0.0 0.13 0.0 0.0 +D +W +H 1.3 21.9 5.25 775.0 775.0 +D+0.70E +H 1.3 21.9 5.25 774.4 774.4 +D+0.750Lr+0.750L+0.750W +H 1.0 16.4 4.75 704.2 704.2 +D+0.750L+0.750S+0.750W +H 1.0 16.4 4.75 704.2 704.2 +D+0.750Lr+0,750L+0.5250E +H 1.0 16.4 4.75 703.6 703.6 +D+0.750L+0.750S+0.5250E +H 1.0 16.4 4.75 703.6 703.6 +0.60D +W +H 1.3 21.9 5.25 775.0 775.0 +0.60D+0.70E +H 1.3 21.9 5.25 774.4 774.4 v MOUNTAIN VIEW Page: 11 ENGINEERING INC. Job: MVE #90013 Kustom Kanopies, Inc. #6857 Date: 05/05/09 Subject: PANAMA ROAD SHELL By: JVL 345 North Main Brigham City Utah 84302 Phone (435) 734 -9700 Fax (435) 734 -9519 Building Descr: 60'x65' FUELING CANOPY Location: Bakersfield, California BASEPLATE CALCULATIONS COLUMN BASE REACTIONS Axial (P, kips) Shear (V, kips) Moment (M, kip *ft) Dead Load (D) 9.76 . 0 0 Roof Live Load (Lr) 11.71 0 0 Snow Load (S) 0 0 0 Wind Load (W) - 16.037 1.27 21.89 Seismic Load (E, ult) 0 1.81 31.20 ASCE 7 -05 LOAD COMBINATIONS (ASD) P (kiln) V (kips) M k( ip *ft) 1. D 1. 9.76 0.00 0.00 2. D + (Lr or S) 2. 21.47 0.00 0.00 3. D + W 3. -6.28 1.27 21.89 4. D + 0.7E 4. 9.76 1.27 21.84 5. D + 0.75W + 0.75(Lr or S) 5. 6.51 0.95 16.42 6. D + 0.75(0.7E) + 0.75(Lr or S) 6. 18.54 0.95 16.38 7. 0.6D + W 7. -10.18 1.27 21.89 CONTROLS 8.. 0.6D + 0.7E 8. 5.86 1.27 21.84 CONTROLLING LOADS P = -10.18 kips From AISC 13th Edition: OT = 2 OB = 1.67 V = 1.27 kips Ov = 1.67 M = 21.89 kipft Anchor Rod Diameter = 1.25 in ASE = 0.969 2 in Total Number of Anchor Rods = 4 SDC = C -Number of Anchor Rods in Tension = 2 fc = 5000 psi (for grout) Number of Anchor Rods in Shear = 4 For Baseplate, Fy = 36 ksi For F1554 -36 Anchors, Futa = 58 ksi Baseplate Dimensions: N = 21 in' B = 21 in ASD Allowable Tensile Strength of each Anchor = ASE " Futa / QT = 28.10 kips ASD Allowable Shear Strength of each Anchor = 0.6 * ASE * Futa / Ov = 20.19 kips Anchor Rows: 2 anchors @ d = 16 in d' = 16 in 0 anchors @ d = 0 in 0 anchors @ d = 0 in Distance of Anchors from Plate Edge = 2.5 in Tension on Each Anchor = 10.76 kips < 28.1 kips OK " *INCLUDES AXIAL UPLIFT ** Shear on Each Anchor = 0.32 kips < 20.19 kips OK Column Outisde Dimension = 16 in Round or Square? Round Side Bending Moment Arm = 0 in Corner Bending Moment Arm = 3.31 in Side Bending Moment in Plate = 0.00 kip *in . Corner Bending Moment in Plate = 35.64 kip *in Bending Plane (Wplate) = 21 in Bending Plane (W plate ) = 13.698 in Plate Thickness Required = ( (6.68 * Mp) l 0.5 = 0.695 inches Use 1 inch thick plate ` y plate / THEREFORE, 1 in. x 21 in. x 21 in. BASEPLATE IS OK J tj Page: MOUNTAIN VIEW Sob: MVE #90013 Kustom Kanopies, Inc. #6857 Date: 05105/09 ENGINEERING, INC. Subject: PANAMA ROAD SHELL By: JVL 345 North Main Brigham City Utah 84302 Phone (435) 734 -9700 Fax (435) 734 -9519 Description: 60'x65' FUELING CANOPY Location: Bakersfield, California ANCHOR ROD GROUP CHECK (per ACI 318 -05 Appendix D, headed anchors) Tensile Force on Anchors (Nu) = 26.27 kips Side -face Blowout of Anchors in Tension Shear Force on Anchors (VU) = 2.03 kips ca, < 0.4 hEF? NO SIDE -FACE BLOWOUT Seismic Design Category = C' `i'ep_N = s, < 6ca, ? YES WILL NOT CONTROL Number of Anchors (n) = 4 16 C,2< 3ca, ? YES R = 0.5 Number of Anchors in Tension (n) = 2 Nsb = 160c.1ABRG05fc0.5R = 86.27 kips Anchor Diameter (do) = 1.25 in ASE = 0.969 in ^2 Anchor Spacing Perpendicular to Load (s,) = 16 in Therefore, Nsbg = (1 +so/6ca,)Nsb = 100.65 kips Anchor Spacing Parallel to Load 02) = 16 in Spacing of outer Anchors (so) = 16 in Concrete Breakout Strength of Anchors in Shear Embedment Depth (hEF) = 28 in Ave = 1 152 in ^2 Ave. = 4.5(ca1)1= 1152 in ^2 Yield Strength of Anchors (Fy) = 36 ksi Tensile Strength of Anchors (F,,,a) = 58 ksi `Fec,v = 1 /(1 +2e'v /3ca,) <= 1.0 T,,,v = 1.000 Edge Distance in Load Direction (ca,) = 16 in cat > = 1.5ca, ? NO Ted.v = 0.900' Edge Distance Perpendicular to Load (cat) = 16 in Cracking at Service Loads ? YES Te.v = 1.200 Concrete Strength (fc) = 2500 psi Axial Eccentricity (e'N) = 8 in Vb = 7 (L�do)ozdou.5 fC"Cai 1.5 = 37.96 kips Shear Eccentricity (e'v) = 0 in Ave Vcbg = Tec,v`I'ed,vwc,vVb = 41.00 kips Avco Steel Strength of Anchors in Tension Nsa = nASEFuta = 112.40 kips Therefore, VCBG = 41.00 kips Concrete Breakout Strength of Anchors in Tension AN, = 2304 in ^2 ANoo = 9her2 = 7056 in ^2 Tec,N = 1 /(1 +2e'N /3hEF) <= 1,0 TecN = 0.840 ea (min.) < 1.5hEF ? YES Ted.N = 0.814 Cracking at Service Loads ? YES `I'c,N = 1.000 Headed anchors used, therefore `i'ep_N = 1.000 hEF >= I 1 in. ? YES kc = 16 X = 1.66667 Nb = kc f c 5hEFx = 206.55 kips Ncbg = Ne `'ec,NTm,NTc,NTop,NNb = 46.13 kips AN. Anchor rods are tied into the footings with rebar cages, so concrete breakout will be limited by the tensile strength of the rebar verticals in the cage. Number of Verticals = 12 Size of rebar = # 4 Tensile strength of the reinforcement = 144 kips (ULT) Therefore, NcBG = 144.00 kips Pullout Strength of Anchors in Tension ABRG = 1.817 in ^2 NF = 8ABRGfc = 36.34 kips Cracking at Service Loads? YES `i'e.p = 1 NPN(group)= n`I'ePNP = 72.68 kips Steel Strength of Anchors in Shear Built -up grout pads used? YES Vs = 0.6nASEFu,a =107.91 kips Concrete Prvout Strength of Anchors in Shear Concrete pryout of anchors in shear will only occur where anchors are relatively stiff and short. hEF = 22.4 > 6 do THEREFORE, CONCRETE PRYOUT WILL NOT CONTROL SHEAR DESIGN OF ANCHORS. ANCHOR ROD GROUP CAPACITY Tensile Strength Reduction Factor (0) = 0.75 Shear Strength Reduction Factor (0) = 0.75 ALLOW. TENSION ( (DNN) = 54.51 kips > 26.3 kips OK ALLOW. SHEAR ((UVN) = 30.75 kips > 2.03 kips OK CHECK SHEAR/TENSION INTERACTION NUA > 0.20NN ? YES UNITY CHECK NOT VUA > 0.2 (DVN ? NO NECESSARY Bakersfield Fire Prevention Site Plan Review Application Application Date: ly Project ID #: - 33%546 (Provided by Staff) n . Project Identification: Name Project: AAA, - 1nA Zia" f AlrL L r Street Address of Project: 40,AM. A MA Z—.A Z Project Description: New Construction: A— Modification of Existing Structure: Project Square Footage: Fire Sprinklers (yes) (no)_, Fire Alarm (yes)_ (no)_; Commercial Hood (yes)_ (no) Occupancy Type: A -1, A -2, A -3, A -4, B, C, E, F -1. F -2, H, H- 1,H -2, H -3, H -4, H-5,1-1,1-2,1-2.1,1-3,1-4 L, M, R -1, R -2, R -3, R -3.1, R -4, S -1, S -2, U Contact Information: Name: Mailing Address: 6a y 1612 -00k S Cj' ,qK, --- GA (Required) � 3 301? Telephone #: 61�%-- 226 — P41 a"�— , Fax #: (Required) (Required) Signature of Applicant: L\ a ., ', � � '��; �44� �� gas � "`� �� z: r : -� � � ` ,,�: 1 14 "ID mode �� II MODERN WELDING COMPANY OF CALIFORNIA S 48" x 22" BRAVO DOUBLE WALL COLLARS TYPICAL 0000 PANAMA LANE S H ELL BAKERSFIELD, CA THIS TANK ARRIVES AT THE JOBSITE UNDER VACUUM AND DOES NOT REQUIRE FURTHER INTEGRITY TESTS. IF JOBSITE AIR PRESSURE TEST REQUIRED THE PRIMARY (INNER) TANK MAY BE PRESSURIZED UP TO 5 P.S.I. THE SECONDARY (OUTER) TANK MAY BE TESTED BY VACUUM ONLY. THE OUTER TANK RECEIVES A 35,000 VOLTS HOLIDAY TEST AT THE FACTORY SIZE I O.D. I LENGTH I WEIGHT 5,000115" 28' -5" 1 15,1004 H 1 11/2" CPLG TEST FITTING G 1 4" FNPT F 1 4" FNPT E 1 4" FNPT D 1 4" FNPT C 1 4" FNPT B 1 4" FNPT A 1 2" FNPT MONITOR ARK QTY. SIZE TYPE REMARKS SCHEDULE OF OPENINGS -F-� OFFSET CONSTRUCTION CIRCUMFERENTIAL SEAMS n `r DOUBLE BUTT CONSTRUCTION LONGITUDINAL SEAMS GLASTEEL 11 ' SEPARATION FIBERGLASS MATERIAL COMPOSITE ANNULAR SPACE STEEL PRIMARY TANK GLASTEEL II'm CONSTRUCTION DETAILS INTERIOR: BARE, CLEAN OF DEBRIS EXTERIOR: F.R.P. E3 TANK SHALL BEAR THE U.L. 1746 LISTING MARK FOR SECONDARY CONTAINMENT UNDERGROUND TANK FOR FLAMMABLE LIQUID STORAGE. 13 TANK SHALL MEET THE REQUIRMENTS OF NFPA 30 & 31. Cl TANK SHALL MEET THE REQUIRMENTS OF UFC. • TANK SHALL MEET THE REQUIREMENTS OF SCAQMD METHANOL COMPATIBILITY RULE 1170. • TANK SHALL HAVE 30 YEAR LIMITED WARRANTY. NO. REOD.: ONE(]) I ITEM NO.: GS1 3 -1 1 5 -15000 mode modern welding company of califomia, inc, 4141 N. BRAWLEY AVE FRESNO, CA 93722 PH.SS9.275 -9353 FAX559- 275-4381 Northwest Pump & Equipment 15,000 GALLON GLASTEEL H JACKETED UNDERGROUND TANI OWN. BY JJ DATE: 09/17/09 ,.: NONE CHK. BY 408 N0. I DWG. NO. 10656 APR. BY I I P.O. NO. I SHT. NO. 1 OF 1 • -1 • C] 48" x 22" TALL BRAVO DOUBLE WALL COLLARS TYPICAL 96 "ID mode GkL ftel II MODERN WELDING COMPANY OF CALIFORNIA PANAMA LANE SHELL BAKERSFIELD, CA THIS TANK ARRIVES AT THE JOBSITE UNDER VACUUM AND DOES NOT REQUIRE FURTHER INTEGRITY TESTS. IF JOBSITE AIR PRESSURE TEST REQUIRED THE PRIMARY (INNER) TANK MAY BE PRESSURIZED UP TO 5 P.S.I. THE SECONDARY (OUTER) TANK MAY BE TESTED BY VACUUM ONLY. THE OUTER TANK RECEIVES A 35,000 VOLTS HOLIDAY TEST AT THE FACTORY SIZE I O.D. I LENGTH I WEIGHT 8,000 1 2' ICPLGI _ 1 4" FNPT 1 4° FNPT 1 4" FNPT 1 4" FNPT 1 40 FNPT 1 4" FNPT 1 2" FNPT M ❑NIT ❑R QTY. SIZE TYPE I REMARKS SCHEDULE OF OPENINGS OFFSET CONSTRUCTION CIRCUMFERENTIAL SEAMS �r DOUBLE BUTT CONSTRUCTION LONGITUDINAL SEAMS GLASTEEL II " SEPARATION FIBERGLASS MATERIAL COMPOSITE SPACE L STEEL PRIMARY TANK GLASTEEL II TM CONSTRUCTION DETAILS INTERIOR: CLEAN OF DEBRIS, UNPAINTED EXTERIOR: F.R.P. E3 TANK SHALL BEAR THE U.L. 1746 LISTING MARK FOR SECONDARY CONTAINMENT UNDERGROUND TANK FOR FLAMMABLE LIQUID STORAGE. E3 TANK SHALL MEET THE REQUIRMENTS OF NFPA 30 8. 31. • TANK SHALL MEET THE REQUIRMENTS OF UFC. • TANK SHALL MEET THE REQUIREMENTS OF SCAQMD METHANOL COMPATIBILITY RULE 1170. 13 TANK SHALL HAVE 30 YEAR LIMITED WARRANTY. NO. REOD.: TWO (2) REM NO.: GS13 -96 -8000 �O modem welding company of california, inc. 4141 N. BRAWLEY AVE FRESNO, CA 93722 '.339.2919333 FA 339- 2754381 Northwest Pump & Equipment 8,000 GALLON GLASTEEL U JACKETED UNDERGROUND TANK OWN. BY JJ DATE: 09/17/09 SCALE: NONE CHK. BY JOB NO. uwa tJO 1 0657 / U' APR. BY I I P.O. NO. I SHT. NO, 1 OF 1 s Facility Certification DETECTION MD1 =SM Testing Page 1 of 2 CONFIDENTIAL Test Type: CA ELD New ConstructionTesting Onsite Laboratory Testing Facility Name: Panama Lane Shell Job #: 2260 Prepared For: Rich Environmental Services Site Address: 4815 Panama Lane City: Bakersfield Primary Test Leak Rate: .005 gph State and Zip: CA 93313 Secondary Test Leak Rate: .1 gph Start Date: 4/7/2010 End Date: 4/1212010 SYSTEM Tk -1 87 TK -2 91 TK -3 DSL TK -4 TK -5 TK -6 TK -7 TK -8 TK -9 ;.,Product`Primary: PASS PASS PASS "Prodact Secondary: PASS PASS PASS Vent Primary: PASS PASS' PASS Vent Secondary: PASS PASS PASS xV V ;VR Primary: PASS PASS NA YR_Secondary: PASS PASS PASS Tank: PASS PASS PASS -4 "; Turbiine_Sump: PASS PASS PASS Turbine Sump Elect: PASS PASS PASS .',w._TUrbine Head: PASS PASS PASS _FilWapor Sump: PASS PASS I PASS fill Sump:Elect: PASS PASS PASS ]Fill ;& Vapor Poppet: PASS PASS NA �< UDC!s: PASS PASS PASS rFillSpill Bucket: PASS PASS PASS Vapor Spill: Bucket: PASS PASS NA Certifying Field Technician: Ricardo Gonzalez State Lic. # : 04 -1695 Certification Leak Rate: .005 gph Certifying Technician Signature: Date: 4/12/2010 This is a statement to confirm that the components listed above, at the time of testing, have been tested to a leak sensitivity listed above using the MDleaksM Method. The MDleaksM Method is one of the most versatile and comprehensive testing procedure offered to the petroleum industry. All petroleum owners and contractors which utilize the MDleaksM Method can be assured that their facility has passed the Nation's highest standard in preventative leak detection. I declare under penalty of perjury that I am a licensed tank tester in the state addressed above and that the information contained in this report is true and correct to the best of my knowledge. If you have any questions on the testing please do not hesitate to call. @ 520- 207 -4878. Office use only Statement Confirmed by: Date: 6/9/2010 f LEAK DETECTION MD1 =SM Testing 4815 Panama Lane Page 2 of 2 Log of Repaired Leak /; Smith Manufact Smith Smith Fire -Flex Phil -Tice Veeder -Root Reference # Date Time Status System Component Manufacture 2345 417110 9:44 Leak Final TK-3 DSL ATG Crush Fitting OPW 2347 417110 9:56 Leak Final TO 87 ATG Crush Fitting OPW 2362 417110 11:22 Leak Final TK -2 91 Tank Primary Steel Pipe - Single Wall 2378 4[7110 13:23 Leak Final Tk -1 87 Product Primary Fitting Steel Pipe - Single Wall 2442 4/8/10 11:16 Leak Final Vent Primary Fitting Steel Pipe - Single Wall 2453 4/8/10 12:04 Leak Final TK-3 DSL Vent Primary Fitting Steel Pipe - Single Wall 2467 4/8/10 14:15 Leak Final Tk -1 87 Vent Primary Fitting Steel Pipe - Single Wall 2471 4/8110 14:55 Leak Final TK-3 DSL Vent Primary Fitting Steel Pipe - Single Wall 2502 4/12/10 8:20 Leak Final TO 87 Vent Primary Fitting Steel Pipe - Single Wall 2507 4/12/10 10:50 Leak Final Tk -1 87 Vent Extractor Tee Steel Pipe - Single Wall EET ♦, �, !. MD1 =SM Testing 4815 Panama Lane Job # 2260 Reference #2345 Reference #2362 Reference #2442 Reference Addendum Reference #2347 Page 1 of 2 CONFIDENTIAL Reference #2378 Reference #2453 4815 Panama Lane Page 2 of 2 ' LEAKDETECTION T E C H N 0 0 G f LLB MDleakSM Testing Reference Addendum CONFIDENTIAL