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AS BUILT DRAWINGS 11-4-2024
12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: Cover Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Compliance Notes Description of Work Project Data Sheet Index 1. Architectural and civil drawings shall take precedence for referencing all dimensions, property lines, elevations, and equipment locations 2. All dimensions and conditions shall be checked and verified in the field before starting any work. Any discrepancy shall be called to the attention of the owner's engineer for his decision before proceeding with any the work. 3. General contractor shall obtain all necessary permits from applicable agencies for excavations of trenches 5' or more in depth into which a person is required to descend. 4. All materials shall be compatible with use for the intended purpose as per nationally recognized codes, legal codes and governing authorities. 5. The underground storage tank will be compatible with products stored. 6. General contractor is required to provide 72 hour notice to governing agency prior to tank installation. 7. Prior to fuel being pumped, station must have veeder root functional and monitoring annular spaces of tank and dispenser sumps. 8. Payment of all applicable UST operating fees shall be submitted to the governing jurisdiction within 30 days of the final inspection. 9. Referenced code shall include: A. 2022 CBC; CFC, CEC and CMC 10. Fire safety during construction shall follow 2022 CFC. Fire extinguishers shall be provided. Prior to the operation of the tank system, the following requirements must be met: - All site inspections shall be scheduled a minimum of five working days in advance of date requested. - Tank systems shall be inspected by the authority having jurisdiction. at (4) four seperate construction phases: 1. Tank air test before setting in hole and soap test if required by the manufacturer. 2. Provide pressure and soap test of primary pipe before secondary pressure & soap test. 3. Inspection of all secondary containment, including testing in in accordance with manufacturer's guidelines. 4. Final inspection, including all portions of the leak detection system. Further Tests Include: All tank sumps and under dispenser containment sumps shall be hydrostatically tested (lake tested) with standing water to 4" above highest penetration for a period of 24 hrs to insure that the sumps are watertight. Record test results and submit to owner. Tank system, leak detectors, and monitoring system integrity tests forwarded and approved by governing agency prior to tank system being placed in operation. Tank Test Method: Before the underground storage tank is placed into use, the underground storage tank shall be tested after installation using one of the following methods to demonstrate that the tank system is product tight: 1. Enhanced leak detection ELD test (IOTA) by certified/licensed/ approved testing agency/company. 2. An inert gas pressure test that has been certified by a third party and approved by the Board. 3. A test method deemed equivalent to enhanced leak detection or an inert gas pressure test by the board in regulations adopted pursuant to the applicable chapter in the code. An underground storage tank installed and tested in accordance with this section is exempt from the requirements of California Health and Safety Code Section 25292.5. - Tank systems integrity tests shall be forwarded and approved by authority having jurisdiction. - Prior to concealment of underground tank and piping, contact authority having authority having jurisdiction. Vicinity Map Sheet No. Description Cover - Cover Sheet FS0.0 - Installation Instructions FS1.0 - Site Plan FS1.01 - Zone Monitoring Plan FS1.02 - Vacuum Sensor Detail FS1.1 - Vent Rack and Clean Air Separator Detail FS1.2 - Product Pipe and ESO Detail FS2.0 - Concrete and Bollard Detail FS2.1 -Single Compartment 20k tank detail FS2.2 -Dual Compartment 22k tank detail FS2.3 -Single Compartment 10k tank detail FS3.0 - Schedule of Materials 1 FS3.1 - Schedule of Materials 2 FS3.3 - Fill Sump Detail FS3.4 - Turbine Sump Detail FS4.0 - Dispenser Detail 1 FS4.1 - Dispenser Detail 2 E1.0 - Class and Division Hazardous Plan E2.0 - Electrical Site Plan and Conduit Schedule E3.0 - Single Line Diagram and Panel Schedule CG1.0 -CalGreen Mandatory Measures 1 CG2.0 -CalGreen Mandatory Measures 2 CG3.0 -CalGreen Mandatory Measures 3 Code Analysis Arco AMPM New Installation of Fuel System 1631 Hosking Ave. Bakersfield, CA 93307 Contractor responsibility: A. Contractor shall be responsible for job site safety and assure complete compliance with CAL-OSHA regulations. 1. Draft set of plans for permits (Architect stamp included, but no engineering is assumed to be required or included.) 2. Pull all required City, County, Building and AQMD Permits. (The costs of all permit fees are excluded from this bid and will be due when permits are obtained.) 3. Excavate and move native soil to owner provided location about 1 mile away as needed for tanks, product piping, dispensers, vent piping, vent box and electrical trench. 4. Provide and install tank hole lining if needed, bed and grade tank hole for new tanks. 5. Install (2) 20k double wall UST’s (1) (20k Unl-87), (1) 22k split (10k Prem-91/12k Diesel). 6. Install (6) double wall tank sumps, rings and tank top package (2-per tank product). 7. Install (8) new double wall UDC’s and (1) double wall vent transition boxes with new shear valves and flex connectors. 8. Install fiberglass product penetrations and fiberglass electrical penetrations in the UDC’s, fill sumps, STP sumps and vent box. 9. Provide and install new double wall fiberglass piping system to (6) turbine/fill sumps (8) UDC’s and (1) vent transition box. 10. Install (3) new STP’s motors with siphon cartridge for vacuum monitoring. 11. Provide and install conduit and wiring runs for high power equipment (turbines, dispensers, emergency shut offs, and air water). 12. Provide and install conduits and wiring for all low power equipment (sensors, tank gauges, intercom, Applause). 13. Provide and install (2) 1” conduits and wire runs for power/camera and (2) 1.5” conduits only for future solar to top of canopy. 14. Provide and install conduit and wire runs on top of canopy to wire in all lights and hallmarks. 15. Perform all primary, secondary, AQMD and Pre ELD testing for inspectors prior to backfill. 16. Backfill and compact all piping, transition sumps, UDC’s and electrical trenches. 17. Provide and install (8) U-shaped crash bollards around the dispensers, and vents. 18. Install (3) new 42” composite man ways and (3) new Phase I EVR man ways. 19. Install (1) Veeder-Root TLS-350 with ISD, PLLD’s, ATG’s and all sensor boards. 20. Install (15) 2 to 1 Veeder-root sensor kits in all sumps, vent boxes and UDC’s for AB-2481 monitoring. 21. Install (3) PLLD kits, (3) vacuum sensor kit and hoses for AB2481 compliance. 22. Install (8) new fuel dispensers, (6) 3+0 and (2) 3+1 including all hanging hardware, piping and monitoring. 23. Provide and install (1) fire extinguisher at fuel island for cars. 24. Perform final ELD testing and once passed have owner call for fuel delivery. 25. Purge and calibrate the dispensers. 26. Perform all required testing for Environmental health, fire department and AQMD Project Owner: TBD TBD TBD TBD Project Address: 1631 Hosking Ave Bakersfield, CA 93307 Legal Description: 517-010-01 (NW1 4 of Section 31: T30S: R28E) SEC of Hosking Ave and S H St. Scope of Work: New Installation of Fuel System, Canopy, and Fuel System Electrical Code Requirements: 2022 CBC and ASCE Standards 7-16 2022 CEC California Electrical Code NFPA 30A CCR Title 19, Chapter 11.5, Gasoline Vapor Control Systems Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check Zoning: C-2 (General Commercial Zone) Type of Occupancy: C-Store - M (Markets) Proposed on separate permit Canopy - M (Motor Fuel-Dispensing Facilities) Proposed Number of Stories: One Type of Construction: C-Store - VB Canopy - IIB Automatic Fire Sprinkler System: C-Store - No Canopy - No Proposed: Floor Area Height No. of Stories Canopy - 4484 sq ft 20 ft 1 Allowable (Per Table 503): Floor Area Height No. of Stories Canopy - 12500 sq ft 75 ft 2 North North 2-6-2024 Add E85, Rev to Modern USTsGENERALENGINEERING C O NT RACTORSt a te o f C a l i f o rniaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete 10K Premium 91 12K Diesel 20K Unleaded 87 10K E-85 Hydrant Flow Data Deferred Submittal USTs are a deferred submittal to the Fire Dept 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS0.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Hazardous Materials Notes 1.The contractor performing work shall maintain a general 'A' with Haz certification from the Contractors State License Board. Contractor will be in compliance with the regulation effective 1/1/2005 which requires installers of UST system components to possess or work under the direct and personal supervision of an individual physically present at the work site who possesses a current "UST Installation / Retrofitting" Certificate issued by the International Code Council (ICC). 2.The fuel installers will be certified by the manufacturer of the UST system components being installed 3.Tanks by Modern Welding Company Inc. 4.(Not used) 5.Tanks shall be installed per manufacturer's specifications. 6.Tank construction / testing shall be in accordance with nationally recognized codes. 7.Installation testing procedures for double wall tank (As per item 2 above) with a dry interstitial space. Refer to installation instructions. 8.Underground storage tank system to be compatible with product to be stored. 9.The location of the required strike plate under all accessible primary containment openings (See detail sheet) 10.Deadman buoyancy calcs (per tanks manufacturer's certifications) 11.(Not used) 12.Before underground storage tanks are placed in use, the USTs shall be tested after installation using the ELD test method. If results of post-installations testing indicate that the UST system is leaking liquid or vapor, the owner or operator must take appropriate actions to correct the leakage, and re-test the system using ELD until the system is no longer leaking liquid or vapor. Approval to operate will not be given until the UST system has passed ELD testing. 13.Electrical supply wiring shall be hardwired to the junction/breaker box. 14.The double wall portion of the sumps must extend to grade per AB1702. 15.Vacuum monitoring to be placed into double wall piping. 16.Product, vapor, vent, and manifold are Smith Fibercast Red Thread IIA 17.All piping shall be installed as per manufacturer's specifications. 18.All sensors in dispenser pans and sumps will be properly secured to prevent tampering & at location where a leak will be detected at the earliest opportunity. 19.All materials used shall be compatible and used as per nationally recognized codes. 20.Spill bucket in fill sumps (See Detail Sheet) 21.Piping details for secondary containment (See Detail Sheet) 22.Continuous monitoring devices shall be installed per manufacturer's specifications and programmed for 'fail-safe' 23.Veeder Root (TLS 350) system shall be programmed to monitor entire sump, UDC, annular, and hydrostatic / vacuum sensors. 24.For installation of bravo box double walled vent transition sump (See Detail Sheet) 25.All secondary containment (tanks, sumps, UDCs) shall have positive shotoff and audible/visual alarm at monitoring panel. Installation Instructions - Glasteel II Jacketed Steel Tanks www.modweldco.com INTRODUCTION 1.0 Proper installation is essential to the expected product life and performance on Modern’s Glasteel II Underground Storage Tank. This tank must be installed in accordance with these installation instructions, the latest issue of N.F.P.A. 30 and 31 pamphlet, the PEI/RP-100 and local authorities having jurisdiction over underground tank installations and codes. Although the instructions are clear and precise,unexpected conditions often occur and thus prudent thought, coupled with extreme care become the proper procedure. TANK HANDLING 2.0 Extreme caution shall be used when handling the tank. Do not drop or roll the tank. 2.1 Equipment to lift and lower the tank shall be of sufficient capacity to do so without dragging or dropping the tank. 2.2 The tank shall be lifted and lowered using the lifting lugs or lifting plugs provided. Cables or chains used shall be of adequate length. No circumstances warrant the use of chains or slings around the tank shell. Maximum angle of the sling shall be 60 degrees. TANK STORAGE 3.0 If tank is stored on site prior to installation, a secure area shall be chosen. Special attention shall be placed in selecting the storage location to assure the absence of rocks and foreign objects that might cause damage to the tank exterior. INSPECTION 4.0 Visually inspect the tank exterior for damage. Any extreme gouging or abrasion should be carefully reviewed and appropriate action taken. 4.1 Remove thread protectors and shipping plugs from all openings (except vacuum gage fitting assembly).Using compatible, non-hardening pipe sealant, install permanent metal plugs in all unused openings. 4.2 Refer to Modern Welding Company’s publication, “Finishing Instructions” for proper installation of permanent coverings for unused openings and lifting lugs. 4.3 For Glasteel II tanks fabricated without dielectric isolation, (threaded nylon bushings or flange isolation kits) this tank must use either: A) Non-metallic piping, or B) Conductive piping must be isolated from the backfill material and any other metal or grounding device. TESTING 5.0 Glasteel II tanks are shipped with a vacuum gauge assembly which shows the amount of vacuum within the tank’s annular space. Tightness testing shall be as follows: 1. Tank’s initial vacuum must be a minimum of 12” Hg. (Use the higher vacuum reading on tank at time of delivery. Do not reduce vacuum.) 2. A test period of one hour shall be used. 3. If the initial vacuum reading remains the same or drops less than 1” Hg during the test period, the tank is considered tight. However, if the vacuum reading drops 1” Hg or more, then additional testing shall be required: 1. The tank’s initial vacuum shall be reestablished. This process may take several attempts until the vacuum stabilizes. 2. Restart the one hour test time. 3. At the end of the one-hour test duration, a vacuum loss of less than 1” Hg reading must be maintained. NFPA-30,2008, Section 21.5.1 states, “All tanks shall be tested before they are placed in service.” NFPA-30,2008, Section 21.5.2.6.1 states, The interstitial space (annular) of such (secondary containment) tanks shall be tested in accordance with the manufacturer’s instructions. CAUTION: Do Not Pressure Test Interstitial (Annular) Space. Note that fluctuations in interstice vacuum are caused by temperature and barometric pressure changes. 5.1 Installers / owners shall note and document the tank’s interstitial (interstice) vacuum at the time of delivery to satisfy tank tightness requirements. Installers/Owners may leave the vacuum and vacuum gauge assembly on the tank to monitor for possible damage during the installation process. If the interstitial vacuum level changes significantly, investigate and contact the tank manufacturer. 5.2 Vacuum Gauge Assembly Removal: The interstitial precision tightness test gauge assembly is not for long term monitoring of the tank’s interstitial (annular) space. This gauge assembly shall be removed when the backfill and associated piping is complete. This will confirm that no damage has occurred to the tank’s secondary containment during installation. The annular space monitor opening shall be accessible at grade. This opening must be closed to the atmosphere and protected from external loads and movement. 5.3 Be sure to confirm that monitor pipe connection to tank and at grade are water and vacuum tight. It is recommended that monitor pipe grade access be locked and secured from tampering. This will prevent accidental introduction of water or product into tank’s annular space. EXCAVATION AND BEDDING 6.0 Glasteel II underground storage tanks are designed to withstand a maximum burial depth of 60”. If a greater burial depth is required, contact the manufacturer. 6.1 The excavation shall be properly prepared and free from any material or objects that would cause damage to the tank exterior. 6.2 The bottom of the excavation shall be suitably graded and leveled. The foundation for the tank shall be a minimum of 6 inches of clean, inert, compacted sand, pea gravel, or gravel crushings. See chart in “Backfill Section for maximum and minimum sizes of backfill material.” 6.3 There shall be a minimum of 12 inches from the outside edge of the tank to the inside edge of the excavation. This distance shall remain true for the entire perimeter surrounding the tank.Multiple tank installations will also require a minimum of 12 inches between tanks measured from each outside edge. BACKFILL 7.0 Only the following approved backfill materials may be used. 1. Clean washed sand. 2. Pea Gravel - (particle size must be not less than 1/8 inch or more than 3/4 inch) 3. Washed stone or gravel crushings (angular particle size required to be not less than 1/8 inch or more than 1/2 inch) These materials shall be clean, well granulated, free-flowing, non-corrosive and inert. The back fill material shall be free of debris, rocks, concrete, ice, snow or organic materials that could damage the tank or its coating and interfere with proper compaction of backfill materials. 7.1 Flowable fill can be used as an alternative to 7.0 backfill above. Flowable fill shall meet the National Ready Mixed Concrete Association for Controlled Low Strength materials (CLSM) with strength ranging from 70 to 150 psi and shall be installed in accordance with good engineering practice. ANCHORING 8.0 Certain situations require the use of properly designed anchor straps to overcome existing buoyant forces. The straps are used in conjunction with a concrete holddown slab or deadman anchors. All straps must be installed without twists or knots. 8.1 A pad of inert, isolation dielectric material must be used to separate the steel anchor strap from the tank. Isolation pads are not required for holddown strap materials of approved fiberglass or polyester webbing. 8.2 Do not over tighten hold-down straps beyond snug to tank surface and do not re-tighten straps after ballasting. 8.3 CAUTION: Hold down strap material made of steel cable or round bar is prohibited. BACKFILLING 9.0 Special care should be taken to ensure that the backfill is properly installed to evenly support the bottom quadrant of the tank. Utilizing equipment other than a portable (hand held) tamping machine in the placement and compacting of backfill or dropping backfill material directly on the tank’s surface can cause vacuum loss and holiday formation. Subjecting the tank’s surface to these conditions when backfilling may damage the tank and void the warranty. NOTE: Do not backfill in layers using different backfill materials. 9.1 If the tank must be water ballasted during the backfill procedure, use only potable water. Ballast water shall not remain in the tank for longer than 60 days. When ballasting a compartment tank, fill and remove ballast from each compartment uniformly. Once installation is complete and prior to introducing product, the tank must be flushed clean. If product is used as ballast, proper precautions must be taken to prevent fires, spills, leaks and other associated accidents. Monitor product level frequently to ensure there has been no loss of product. Warning: Some regulatory agencies prohibit ballasting with product. Check local regulations before ballasting with product. 9.2 The tank shall be encompassed by the proper backfill and extending to a minimum of 12 inches over the top of the tank. 9.3 Areas subject to heavy vehicular traffic shall have a protective cover of at least 18 inches clean, compacted backfill with 8 inches of reinforced concrete. 9.4 Areas not subject to heavy vehicular traffic shall have a protective cover of a minimum 18 inches of clean compacted backfill covered by 4 inches of reinforced concrete or 6 inches of asphalt paving. If compacted backfill is the only cover, it shall be a minimum of 24 inches deep. Caution: Be sure sufficient anchorage is in place to withstand any buoyancy forces exerted by tank. FINISHING INSTRUCTIONS 10.0 Finishing Instructions; A fiberglassing kit is shipped with tank and provides materials to cover unused openings and external attachments, such as lifting lugs. All finishing work will be done prior to backfilling. 10.1 This tank requires venting. Refer to applicable local codes and PEI RP-100 for proper installation. TANK WARRANTY ACTIVATION 11.0 FOR GLASTEEL II WARRANTY TO BE INITIATED, THE INSTALLATION CHECKLIST MUST BE PROPERLY FILLED OUT BY THE CUSTOMER, AND RETURNED TO THE MODERN WELDING CO. SUBSIDIARY THAT MANUFACTURED THE TANK.THE INSTALLATION CHECKLIST MUST BE RETURNED WITHIN 30 DAYS AFTER DATE OF INSTALLATION. IF THE GLASTEEL II TANK HAS NOT BEEN INSTALLED WITHIN 90 DAYS OF DELIVERY FROM THE MANUFACTURER, IT IS REQUIRED THAT THE TANK BE RE- CERTIFIED BY THE MANUFACTURER AT THE OWNER’S EXPENSE PRIOR TO INSTALLATION. MAINTENANCE 12.0 Maintenance of Underground Storage Tanks. Both the Environmental Protection Agency (EPA) and the American Petroleum Institute (API) recommend that periodic maintenance be performed on all underground fuel storage tanks. The Petroleum Equipment Institute (PEI) and the Steel Tank Institute (STI) require prompt removal of water bottoms regardless of materials used for tank construction. The tank owner is solely responsible for the proper operation and maintenance of the storage tank system. The primary tank should be inspected for the presence of water bottoms and sludge buildup on a regular basis. Lack of such maintenance and inspection control measures by the owner and operator may invalidate the Modern Welding Company Limited Warranty. Maintenance type and scheduling must be performed as outlined and recommended in either STI Storage Tank Maintenance R-111 http:// www.steeltank.com or PEI’s recommended practice, RP-900, Appendix A-1, Appendix A-2 and Appendix A-3 http://www.pei.org. 12.1 The publications listed below outline usual and customary storage tank maintenance best practices. Failure to implement and follow these guidelines could negate the manufacturers warranty. 12.2 Safety considerations and controls should be established prior to undertaking physical activities associated with underground storage tanks. Some hazards associated with USTs are, but not limited to, confined space entry, cleaning, inspection, moving and any other aspect of in-service work. 12.3 Contact tank manufacturer before moving tank for information on recertifying tank for continued use. Publication Lists Listed below are publications containing recommended practices and procedures for the proper maintenance of storage tank systems. API Recommended Practice 1621, Bulk Liquid Stock Control at Retail Outlets, Website: api-ec.api.org STI Document R-111, Storage Tank Maintenance API Recommended Practice 2610, Design, construction, operation, Maintenance and Inspection of Terminal and Tank Facilities. Website: api-ec.api.org EPA’s “Operating and Maintaining Underground Storage Tank Systems”, a copy of the manual can be downloaded at: Website: www.epa.gov/swerust1/pubs/ommanual.pdf ASTM Standard D6469-69, Standard Guide for Microbial Contamination in Fuels and Fuel Systems. Website: www.astm.org *PEI, RP-900, Recommended Practices for the Inspection and Maintenance of UST Systems. Forms for recording maintenance can be printed off PEI web site at www.pei.org/RP900. FORM Glasteel II Installation Instructions 1-2015 © Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTsGENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS1.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs U n d e r g r o u n d S e r v i c e A l e r t Call: TOLL FREE 1-800 227-2600 T W O W O R K I N G D A Y S B E F O R E Y O U D I G Existing / Exclusions Piping Legend 87 Product - 3" over 2" fiberglass DW 91 Product - 3" over 2" fiberglass DW DSL Product - 3" over 2' fiberglass DW 87/91 Vapor Recovery - 4" over 3" fiberglass DW 87 Vent - 3" over 2" fiberglass DW 91 Vent - 3" over 2" fiberglass DW DSL Vent - 3" over 2" fiberglass DW E-85 Vent - 3" over 2" fiberglass DW Crossover - 3" over 2" fiberglass DW E-85 Product - 3" over 2" fiberglass DW Product, vapor, and vent piping to be sloped towards tanks at minimum of 1/8" per fpot. Secondary containment pipe shown by note only. All product, vapor, and vent piping to double walled. Concrete Sidewalk (Under separate permit) Curb and Gutter (Under separate permit) Driveway Approach (Under separate permit) Parking Space (Under separate permit) Convenience Store (Under separate permit) Landscaping (Under separate permit) Property Line / Right of Way Scope Of Work 1 2 3 4 5 Veeder Root Vapor Polisher / Vent Stacks Fuel Dispensers - 48"x30" minimum clear area in front of both sides. Slope not to exceed 2% [FS4.0] Bollards [FS2.0] - Max 4' o.c / max 3' from protected object. Underground Fuel Tanks [FS2.1-2.2] Concrete Slab - Match the grading plan under separate permit [FS2.0]. ESO - Min 20' / max 100' from dispensers Overfill and acknowledgement alarm Fire Extinguisher - Minimum of (1) 2-A:20-B:C fire extinguisher 75' from dispensers Canopy columns for new canopy New Canopy [CS1.0-CS2.0] A B C D E F G H I J Site Plan N 6 7 1 1 Cashier 2 2 2 2 3 3 4 4 4 5 5 6 6 6 6 7 7 7 A F G B C D E H I J4' wide min accessible route w/ traffic blue paint striping (diagonals @ 36" o.c.). Max slope not to exceed 1:20 in path of travel and cross slope not to exceed 1:48. No abrupt changes (vertical offset) greater than 1 2" in elevation along entire path of travel ESO 20' MIN RADIUS ESO 100' MAX RADIUS FIRE 75' MAX RADIUS38'-0"115'-8"29'-9 3/4"41'-10 1/2"58'-2 3/4"50'-5 1/4"GENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete Scale: 1" : 10' 1' 5' 10' 20'80'147'4'J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png Hatched area denotes fire lane. 251' from fire hydrant to furthest corner of the building. 15-16 11-12 7-8 3-4 1-25-69-1013-14 20K Unleaded 87 12K Diesel 10K E-85 10K Premium 91 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS1.01 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs Piping Legend 87 Product - 3" over 2" fiberglass DW 91 Product - 3" over 2" fiberglass DW DSL Product - 3" over 2' fiberglass DW 87/91 Vapor Recovery - 4" over 3" fiberglass DW 87 Vent - 3" over 2" fiberglass DW 91 Vent - 3" over 2" fiberglass DW DSL Vent - 3" over 2" fiberglass DW E-85 Vent - 3" over 2" fiberglass DW Crossover - 3" over 2" fiberglass DW E-85 Product - 3" over 2" fiberglass DW Product, vapor, and vent piping to be sloped towards tanks at minimum of 1/8" per foot. Secondary containment pipe shown by note only. All product, vapor, and vent piping to double walled . Site Plan 1" : 10' N Cashier 15-16 11-12 7-8 3-4 1-25-69-1013-14 LIQUID SENSORS L1 DSL STP SUMP 794380-208 L2 DSL STP ANNULAR 794380-304 L3 DSL FILL SUMP 794380-208 L4 DSL FILL ANNULAR 794380-304 L9 91 STP SUMP 794380-208 L10 91 STP ANNULAR 794380-304 L11 91 FILL SUMP 794380-208 L12 91 FILL ANNULAR 794380-304 L17 UDC 1-2 SUMP 794380-208 L18 UDC 1-2 ANNULAR 794380-304 L19 UDC 3-4 SUMP 794380-208 L20 UDC 3-4 ANNULAR 794380-304 L21 UDC 5-6 SUMP 794380-208 L22 UDC 5-6 ANNULAR 794380-304 L23 UDC 7-8 SUMP 794380-208 L24 UDC 7-8 ANNULAR 794380-304 L33 VENT BOX SUMP 794380-323 L34 VENT BOX ANNULAR 794380-304 SMART SENSORS S1 DSL PRODUCT LINE / X-OVER 857280-100 S2 DSL VENT LINE 857280-100 VACUUM SENSOR KIT #1 - - - - - - - - - DSL TURBINE SUMP S6 VAPOR RETURN LINE 857280-100 S8 91 PRODUCT LINE / X-OVER 857280-100 S9 91 VENT LINE 857280-100 VACUUM SENSOR KIT #3 - - - - - - - - - - - 91 TURBINE SUMP S13 UDC 1-2 FLOW METER 330020-445 S14 UDC 3-4 FLOW METER 330020-445 S15 UDC 5-6 FLOW METER 330020-445 S16 UDC 7-8 FLOW METER 330020-445 S21 ISD VAPOR PRESSURE SENSOR 330020-515 LINE LEAK DETECTORS P1 DSL PLLD 848480-001 P2 87 PLLD 848480-001 P3 91 PLLD 848480-001 IN-TANK PROBES T1 DSL IN-TANK PROBE 849400-100 T2 87 IN-TANK PROBE 886100-000 ZONE DESCRIPTION SENSOR MODEL S3 DSL / 91 TANK ANNULAR 857280-100 S4 87 PRODUCT LINE / X-OVER 857280-100 S5 87 VENT LINE 857280-100 VACUUM SENSOR KIT #2 - - - - - - - - - 87 TURBINE SUMP T3 91 IN-TANK PROBE 886100-000 L5 87 STP SUMP 794380-208 L6 87 STP ANNULAR 794380-304 L7 87 FILL SUMP 794380-208 L8 87 FILL ANNULAR 794380-304 L13 E85 STP SUMP 794380-323 L14 E85 STP ANNULAR 794380-304 L15 E85 FILL SUMP 794380-208 L16 E85 91 FILL ANNULAR 794380-304 L25 UDC 9-10 SUMP 794380-208 L26 UDC 9-10 ANNULAR 794380-304 L27 UDC 11-12 SUMP 794380-208 L28 UDC 11-12 ANNULAR 794380-304 L29 UDC 13-14 SUMP 794380-323 L30 UDC 13-14 ANNULAR 794380-304 L31 UDC 15-16 SUMP 794380-323 L32 UDC 15-16 ANNULAR 794380-304 S7 87 TANK ANNULAR 857280-100 S10 E85 PRODUCT LINE / X-OVER 857280-100 S11 E85 VENT LINE 857280-100 VACUUM SENSOR KIT #4 - - - - - - - - - E85 TURBINE SUMP S12 E85 TANK ANNULAR 857280-100 S17 UDC 9-10 FLOW METER 330020-445 S18 UDC 11-12 FLOW METER 330020-445 S19 UDC 13-14 FLOW METER 330020-445 S20 UDC 15-16 FLOW METER 330020-445 P4 E85 PLLD 848480-001 T4 E85 IN-TANK PROBE 886100-000 87 STP SUMP L5 87 STP SUMP 794380-208 L6 87 STP ANNULAR 794380-304 S6 VAPOR RETURN LINE 857280-100 S4 87 PRODUCT LINE / X-OVER 857280-100 S5 87 VENT LINE 857280-100 VACUUM SENSOR KIT #2 - - - - - - - - - 87 TURBINE SUMP S7 87 TANK ANNULAR 857280-100 87 FILL SUMP L7 87 FILL SUMP 794380-208 L8 87 FILL ANNULAR 794380-304 91 STP SUMP L9 91 STP SUMP 794380-208 L10 91 STP ANNULAR 794380-304 S8 91 PRODUCT LINE / X-OVER 857280-100 S9 91 VENT LINE 857280-100 VACUUM SENSOR KIT #3 - - - - - - - - - - - 91 TURBINE SUMP91 FILL SUMP L11 91 FILL SUMP 794380-208 L12 91 FILL ANNULAR 794380-304 VENT TRANSITION BOX L33 VENT BOX SUMP 794380-323 L34 VENT BOX ANNULAR 794380-304 DSL FILL SUMP L3 DSL FILL SUMP 794380-208 L4 DSL FILL ANNULAR 794380-304 DSL STP SUMP L1 DSL STP SUMP 794380-208 L2 DSL STP ANNULAR 794380-304 S1 DSL PRODUCT LINE / X-OVER 857280-100 S2 DSL VENT LINE 857280-100 VACUUM SENSOR KIT #1 - - - - - - - - - DSL TURBINE SUMP S3 DSL / 91 TANK ANNULAR 857280-100 E85 FILL SUMP L15 E85 FILL SUMP 794380-323 L16 E85 FILL ANNULAR 794380-304 E85 STP SUMP L13 E85 STP SUMP 794380-323 L14 E85 STP ANNULAR 794380-304 S10 E85 PRODUCT LINE / X-OVER 857280-100 S11 E85 VENT LINE 857280-100 VACUUM SENSOR KIT #4 - - - - - - - - - E85 TURBINE SUMP S12 E85 TANK ANNULAR 857280-100 1-2 DISPENSER UDC L17 UDC 1-2 SUMP 794380-208 L18 UDC 1-2 ANNULAR 794380-304 S13 UDC 1-2 FLOW METER 330020-445 15-16 DISPENSER UDC L31 UDC 15-16 SUMP 794380-323 L32 UDC 15-16 ANNULAR 794380-304 S20 UDC 15-16 FLOW METER 330020-445 3-4 DISPENSER UDC L19 UDC 3-4 SUMP 794380-208 L20 UDC 3-4 ANNULAR 794380-304 S14 UDC 3-4 FLOW METER 330020-445 S21 ISD VAPOR PRESSURE SENSOR 330020-515 13-14 DISPENSER UDC L29 UDC 13-14 SUMP 794380-323 L30 UDC 13-14 ANNULAR 794380-304 S19 UDC 13-14 FLOW METER 330020-445 11-12 DISPENSER UDC L27 UDC 11-12 SUMP 794380-208 L28 UDC 11-12 ANNULAR 794380-304 S18 UDC 11-12 FLOW METER 330020-445 5-6 DISPENSER UDC L21 UDC 5-6 SUMP 794380-208 L22 UDC 5-6 ANNULAR 794380-304 S15 UDC 5-6 FLOW METER 330020-445 7-8 DISPENSER UDC 9-10 DISPENSER UDC L23 UDC 7-8 SUMP 794380-208 L24 UDC 7-8 ANNULAR 794380-304 L25 UDC 9-10 SUMP 794380-208 L26 UDC 9-10 ANNULAR 794380-304 S16 UDC 7-8 FLOW METER 330020-445 S17 UDC 9-10 FLOW METER 330020-445 GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 20K Unleaded 87 12K Diesel 10K E-85 10K Premium 91 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS1.02 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com @ TURBINE SUMP 3 @ TURBINE SUMP 2 @ DISPENSER SUMP MANIFOLD VACUUM SENSOR 1 @ VENT SUMP MANIFOLD VACUUM SENSOR 4 VACUUM SENSOR MANIFOLD VACUUM SENSOR MANIFOLD INTERSTITIAL VOLUME CALCULATIONS NOT USED NOT USEDNOTES 266 87 Tank 20.18 14.59 17.15 254 61.47 68.25 73.05 87.75' 63.42' 74.58' 267.25' 296.75' 264.66' Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs S1 DSL PRODUCT LINE / X-OVER S2 DSL VENT LINE S6 VAPOR RETURN LINE S8 91 PRODUCT LINE / X-OVER S9 91 VENT LINE S3 DSL / 91 TANK ANNULAR S4 87 PRODUCT LINE / X-OVER S5 87 VENT LINE S7 87 TANK ANNULAR S10 E85 PRODUCT LINE / X-OVER S11 E85 VENT LINE S12 E85 TANK ANNULAR 20.0187' 23.99104.33' 9.7442.33' 172 GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS1.1 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs 3 TYPICAL VENT RACK SUPPORT SYSTEM BY 'BRAVO' Veeder Root Vapor Polisher System Attachment Veeder Root Section Detail12 MANOMETER / UTILITY PRESSURE GAUGE Vent Box annular space monitored by a propelyne glycol liquid provided by 'Bravo'GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS1.2 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Overfill Alarm, Acknowledgement Switch, and ESO Detail Typical Product / Vapor Recovery Detail Typical Product Pipe Crossover Detail Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTsGENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS2.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com UST NOTES: Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTsGENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS2.1 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com TANK SCHEDULE TANK DELIVERED CONDITION UST NOTES: TYPICAL TANK SECTION TANK Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs UNLEADED 87 20,000 GAL 20K Single Compartment Tank Plan Single Compartment Tank Section Drop Tube with Flapper Valve @ 95% Not to scale Not to scale 121" 34' 2" 15,700 lbs GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS2.2 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs Diesel 12,000 GALPremium 91 10,000 GAL Drop Tube with Flapper Valve @ 95% Drop Tube with Flapper Valve @ 95% 22K Dual Compartment Tank Plan Dual Compartment Tank Section Not to scale Not to scale TANK SCHEDULE TANK DELIVERED CONDITION UST NOTES: TYPICAL TANK SECTION TANK 121" 37' 7" 18,200 lbs GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts11-4-2024 As-builts TANK SCHEDULE TANK DELIVERED CONDITION UST NOTES: TYPICAL TANK SECTION TANK Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs UNLEADED 87 Single Compartment Tank Section Drop Tube with Flapper Valve @ 95% Not to scale Not to scale 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS2.3 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com TANK SCHEDULE TANK DELIVERED CONDITION UST NOTES: TYPICAL TANK SECTION TANK Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs UNLEADED 87 10,000 GAL 10K Single Compartment Tank Plan Single Compartment Tank Section Drop Tube with Flapper Valve @ 95% Not to scale Not to scale 97" 27' 1" 10,000 lbs GENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts11-4-2024 As-builts Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS2.4 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTsGENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts11-4-2024 As-builts Buoyancy of Underground Tanks "Bold Typed Items are Input Values" Underground Tank Description:10K GSII Tank Model:GSII Outer Tank Diameter (Inches):97 Tank Length (Inches):325 Tank Capacity (Gallons):10396 Tank Buoyancy:86,728 Primary Shell Thickness (Inches):0.25 Secondary Shell Thickness (Inches):0 Accessories Weight Extra 1441 Calculated Tank Weight:9,511 9,511 Sumps / Enclosures Quantity of Item 1 enclosures 1 Item 1: "Diameter" (Inches):42 Item 1: "Height" (inches):60 OK Quantity of Item 2 enclosures 1 Item 2: "Diameter" (Inches):48 Item 2: "Height" (inches):60 OK Buoyancy contributed by enclosures:0 Net Tank Buoyancy:77,217 Concrete Slab at Grade Concrete weight / cubic foot:150 Surface Concrete Slab Thickness (Inches):6 Weight of concrete Slab:23,507 (Slab size:24">tank diameter, 48"> tank length) Burial and Water Table Depth Net saturated soil weight to overcome buoyancy 57.6 Saturated backfill weight / # cubic foot:120 Dry backfill weight / # cubic foot:100 Tank Burial Depth, Top of tank to grade (Inches):60 Elevation of water table, " 0 inches" is flooded hole:60 Weight of Backfill directly over tank:109,453 Overburden lost due to sump size and number:11648 Net Overburden =97,804 Deadman Configuration Deadman Anchor width (Inches):0 OK Deadman Anchor height (Inches):0 Outside Parameters Deadman anchor length (Inches):0 OK Deadman Contribution toward Overcoming Buoyancy:0 Total Weight Concrete, Overburden & Deadman contributions:121,311 If =( ) then insufficient Buoyancy Results:44,094 SAFETY FACTOR:1.2 1.51 ACCEPTABLE Required Special Note: Deadman, holddowns, overburden backfill and concrete cover all act together as a complete system. If anyone of these elements is not fully utilized, holddown system may not function adequately. Disclaimer Statement: The attached information is supplied to you for information purposes only. Therefore, Modern Welding Company, their officers, directors nor subsidiaries there of accept any / no responsibility for the use of this information covered within. This information is advisory only and the use of the material and methods is solely at the risk of the user. Buoyancy of Underground Tanks "Bold Typed Items are Input Values" Underground Tank Description:20K GSII Tank Model:GSII Outer Tank Diameter (Inches):121 Tank Length (Inches):411 Tank Capacity (Gallons):20458 Tank Buoyancy:170,665 Primary Shell Thickness (Inches):0.25 Secondary Shell Thickness (Inches):0 Accessories Weight Extra 1912 Calculated Tank Weight:14,620 14,620 Sumps / Enclosures Quantity of Item 1 enclosures 1 Item 1: "Diameter" (Inches):42 Item 1: "Height" (inches):60 OK Quantity of Item 2 enclosures 1 Item 2: "Diameter" (Inches):48 Item 2: "Height" (inches):60 OK Buoyancy contributed by enclosures:0 Net Tank Buoyancy:156,045 Concrete Slab at Grade Concrete weight / cubic foot:150 Surface Concrete Slab Thickness (Inches):6 Weight of concrete Slab:34,664 (Slab size:24">tank diameter, 48"> tank length) Burial and Water Table Depth Net saturated soil weight to overcome buoyancy 57.6 Saturated backfill weight / # cubic foot:120 Dry backfill weight / # cubic foot:100 Tank Burial Depth, Top of tank to grade (Inches):60 Elevation of water table, " 0 inches" is flooded hole:60 Weight of Backfill directly over tank:176,932 Overburden lost due to sump size and number:11648 Net Overburden =165,284 Deadman Configuration Deadman Anchor width (Inches):0 OK Deadman Anchor height (Inches):0 Outside Parameters Deadman anchor length (Inches):0 OK Deadman Contribution toward Overcoming Buoyancy:0 Total Weight Concrete, Overburden & Deadman contributions:199,948 If =( ) then insufficient Buoyancy Results:43,903 SAFETY FACTOR:1.2 1.26 ACCEPTABLE Required Special Note: Deadman, holddowns, overburden backfill and concrete cover all act together as a complete system. If anyone of these elements is not fully utilized, holddown system may not function adequately. Disclaimer Statement: The attached information is supplied to you for information purposes only. Therefore, Modern Welding Company, their officers, directors nor subsidiaries there of accept any / no responsibility for the use of this information covered within. This information is advisory only and the use of the material and methods is solely at the risk of the user. Buoyancy of Underground Tanks "Bold Typed Items are Input Values" Underground Tank Description:22K GSII 2 COMP Tank Model:GSII Outer Tank Diameter (Inches):121 Tank Length (Inches):411 Tank Capacity (Gallons):20458 Tank Buoyancy:170,665 Primary Shell Thickness (Inches):0.25 Secondary Shell Thickness (Inches):0 Accessories Weight Extra 1912 Calculated Tank Weight:14,620 14,620 Sumps / Enclosures Quantity of Item 1 enclosures 1 Item 1: "Diameter" (Inches):42 Item 1: "Height" (inches):60 OK Quantity of Item 2 enclosures 1 Item 2: "Diameter" (Inches):48 Item 2: "Height" (inches):60 OK Buoyancy contributed by enclosures:0 Net Tank Buoyancy:156,045 Concrete Slab at Grade Concrete weight / cubic foot:150 Surface Concrete Slab Thickness (Inches):6 Weight of concrete Slab:34,664 (Slab size:24">tank diameter, 48"> tank length) Burial and Water Table Depth Net saturated soil weight to overcome buoyancy 57.6 Saturated backfill weight / # cubic foot:120 Dry backfill weight / # cubic foot:100 Tank Burial Depth, Top of tank to grade (Inches):60 Elevation of water table, " 0 inches" is flooded hole:60 Weight of Backfill directly over tank:176,932 Overburden lost due to sump size and number:11648 Net Overburden =165,284 Deadman Configuration Deadman Anchor width (Inches):0 OK Deadman Anchor height (Inches):0 Outside Parameters Deadman anchor length (Inches):0 OK Deadman Contribution toward Overcoming Buoyancy:0 Total Weight Concrete, Overburden & Deadman contributions:199,948 If =( ) then insufficient Buoyancy Results:43,903 SAFETY FACTOR:1.2 1.26 ACCEPTABLE Required Special Note: Deadman, holddowns, overburden backfill and concrete cover all act together as a complete system. If anyone of these elements is not fully utilized, holddown system may not function adequately. Disclaimer Statement: The attached information is supplied to you for information purposes only. Therefore, Modern Welding Company, their officers, directors nor subsidiaries there of accept any / no responsibility for the use of this information covered within. This information is advisory only and the use of the material and methods is solely at the risk of the user. Deadman Not Required Deadman Not Required Deadman Not Required 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS3.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com 1 2 5 3 4 8 10 12 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 30 31 32 33 34 35 36 37 38 39 61 62 63 64 65 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 Underground / Aboveground Tanks Phase 1 Fill Sump STP Sump Fiberglass Piping and Fittings Under Dispenser Containment Sump Dispensers / Hanging Hardware Transition Sumps Modern Welding double walled, single compartment 20,000 gallon underground storage tank Modern Welding double walled, dual compartment 22,000 gallon underground storage tank, split 12,000 / 10,000 Manway Covers - 40" fiber reinforced composite manhole black Bravo 5' Double-Wall Sump 48" Octagon with 36" Reducer Bravo 5' Double-Wall Sump 42" Octagon with 36" Reducer Fill Adaptor Vapor Swivel Adaptor OPW 4x4x2x2 Extractor Valve w/o cage 4x4 Riser Adaptor Fill Cap Grey Vapor Cap Orange 4" Galvonized Riser 36" (Actual size determined in the field) 4" Drop Tube with Over 3" x 18" M x M Fireguard SS Connector 2" x 24" M x MS Fireguard SS Connector (Not Used) (Not Used) Red Jacket Isolation Control box w/ relay Siphon cartridge for vacuum Modern Welding 20k UST Modern Welding 22k UST Fibrelite - FL100Black-SK12 B480-50-D-37 B420-50-D-37 EBW SWF-100-SS EBW SWV-101-SS 233-4422 MF4X4 OPW 634TT-7085-EVR OPW 61711T-7085-EVR Anvil or equal OPW 71SO-410CT Unisource FG300-MM-18 Unisource FG200-MMS-24 - - Red Jacket 880-047-1 Red Jacket 410151-001 (Not Used) (Not Used) 2' (primary) Fiberglass pipe, 22'-25' length and glue kit 2" (Primary) Coupling 2" 90 Degree Elbow (Primary) 2" Tee (Primary) 2" Threaded adapter bell x male FRP 3" (Primary) Fiberglass Pipe, 22-25' length and glue kit 3" (Secondary) Fiberglass Pipe, 22-25' length and glue kit 3" Coupling (Primary) 3" Coupling (Secondary) 3" 90 Degree Elbow (Primary) 3" 45 Degree Elbow (Primary) 3" Tee (Primary) 3" 90 Degree Elbow (Secondary) 3" 45 Degree Elbow (Secondary Flat) 3" 45 Degree Elbow (Secondary Crossover) 3 / 4" FRP Bonded penetration fitting 1" FRP Bonded Penetration fitting 3" Double wall FRP Bonded fitting (Used for 3" over 2" DW piping) 4"x3" Concentric reducer (secondary) (Used for 3" over 2" DW piping) 4" Double wall FRP bonded fitting (Used for 4" over 3" DW piping) 5"x4" Concentric reducer (secondary) (Used for 4" over 3" DW piping) 3" Tee (secondary flat) 3" Tee (secondary crossover) 4" (Secondary) Fiberglass Pipe, 22-25' length and glue kit 4" Coupling (Secondary) 4" 90 Degree Elbow (Secondary) 3" 45 Degree Elbow (Secondary Flat) 4" 45 Degree Elbow (Secondary Crossover) 4"x3" Concentric reducer (secondary) 2" Cap - - NOV Red Thread IIA 011020-069-2 NOV Red Thread IIA 012020-101-8 NOV Red Thread IIA 012020-360-4 NOV Red Thread IIA 120020-410-4 NOV Red Thread IIA 012020-191-4 /-7 NOV Red Thread IIA 011030-191-4 / -7 NOV Red Thread IIA 012030-101-8 / -9 NOV Red Thread IIA 012030-360-4 NOV Red Thread IIA 012030-310-4 NOV Red Thread IIA 120030-410-4 NOV Red Thread IIA 012030-360-3 NOV Red Thread IIA 012030-310-3 Bravo F-17-SS-D Bravo F-10-SS-D NOV Red Thread IIA 012030-626-0 NOV Red Thread IIA 012040-238-3 NOV Red Thread IIA 012040-626-0 NOV Red Thread IIA 012050-238-3 NOV Red Thread IIA 120030-410-3 120030-411-3 NOV Red Thread IIA 011040-069-5 NOV Red Thread IIA 012040-101-9 NOV Red Thread IIA 012040-360-3 NOV Red Thread IIA 120040-410-3 120040-411-3 NOV Red Thread IIA 012040-238-3 NOV Red Thread IIA 012020-180-4 Note: Additional similar FRP fitting types may be required and shall be provided by the contractor. Encore double wall w/ propylene glycol dispenser sump 2/3 product Product Shear Valve bracket X & Y axis Adjustable bracket for B8000 / B9000 Vapor Shear Valve Bracket Vapor Shear Valve (Not Used) (Not Used) Encore 700s Blending Multi-Product Dispenser: 3-Grade. Configured as required for site specific conditions and markets Encore 700s Blending Nulti-Product Dispenser: 4-Grade. Configured as required for site specific conditions and markets. (Not Used) (Not Used) Fuel Whip Hose - 12" EVR Fuel Whip Hose -8" Green (For Diesel) Bravo B8380-D30 Bravo BK-8000 Bravo BRKT-B2 OPW 60VSP-1001 - - Gilbarco ENC700SNNI (3+0) Gas Only Gilbarco ENC700SNLI (3+1) Gas and Diesel - - Continental 532366640-00100 Continental 532331124-20869 2" x 24" M x MS Fireguard SS Connector Unisource FG200-MMS-24 Morrison2" Ball Valve Morrison 691-08001V 2" 45 Degree Elbow (Primary)NOV Red Thread IIA 012020-310-4 1.5x24" MxM sw Fireguard SS Connector Unisource FG 150-MMS-24 4" 45 Degree Elbow (Secondary Flat) 3" 45 Degree Elbow (Secondary Crossover) NOV Red Thread IIA 012040-310-3 012040-311-3 44.1 3" Threaded adapter bell x male FRP NOV Red Thread IIA 012030-191-4 / -7 60 3"x2" Reducer bushing (primary) 2"x1-1/2" female NPT reducer bushing (primary) NOV Red Thread IIA 012030-213-4 012020-231-4 64.1 Double Poppet Shear Valve - Female OPW 10BFP-5726 Breakaway Breakaway with Swivel Fuel Hose 8' EVR Fuel Hose 8' 6" Green (For Diesel) Product Shear Valve Bracket Adjustable for B8000/B9000 Vapor Shear Valve (Not Used) Husky 3360 OPW 66CLP-5100 Continental 532366641-08031 Continental 532331124-08569 VST-EVR-NBBK-2 Bravo BK-8000 OPW 60VSP-1001 (Not Used) (Not Used) (Not Used) (Not Used) - - - - - (Not Used)- (Not Used) (Not Used) - - (Not Used)- Schedule Of Materials Fibrelite Dual Port Manhole w/ 16" spacing, gray port covers, frame w/ 12" bonded skirt, two 5 gallon spill containers w/ cast iron base, shroud boots, and clamping kit. Dual port water spill platform 37" SST Ring. Fill and vapor swivel adaptors and caps. 12" fill nipple. 10" vapor nipple. Face seal adaptor. Jack screw. Riser pipe adaptors. PK10-FLMP-GSC Fibrelite Single Port Manhole w/ 8" offset port opening. Yellow port cover. Frame w/ 12" bonded skirt. One 5 gallone spill container w/ cast iron base. Shroud boots and clamping kit. Single offset port water spill platform. 37" SST Ring. Fill swivel adaptors and cap. 12" fill nipple. Face seal adaptor. Jack screw. 2" aluminum tank vent cap. PK11-FLDIESEL-YSC Fibrelite Dual Port Manhole w/ 16" spacing, gray port covers, frame w/ 12" bonded skirt, two 5 gallon spill containers w/ cast iron base, shroud boots, and clamping kit. Dual port water spill platform 37" SST Ring. Fill and vapor swivel adaptors and caps. 12" fill nipple. 10" vapor nipple. Face seal adaptor. Jack screw. Riser pipe adaptors. PK10-FLMP-WSC Dispenser Nozzle - Black OPW 4x4x3x2 Extractor Valve w/o cage 233-4432 OPW 4x4x2 Extractor Valve w/o cage 233-4420 Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs 2.1 Modern Welding double walled, single compartment 10,000 gallon underground storage tank Modern Welding 10k UST GENERAL E N G I N E E R I NG C O NT RACTORSt a te o f C a l if o rniaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS3.1 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com 89 90 91 92 93 94 95 96 98 100 102 103 104 105 106 107 108 109 110 111 113 114 115 146 145 144 143 142 141 140 139 138 137 136 135 134 133 132 130 129 128 127 126 116 117 118 120 121 122 123 124 125 148 150 151 152 154 155 156 157 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 176 177 178 Phase I Vent Equipment Veeder Root Equipment Miscellaneous Equipment Bravo Double Wall Vapor Vent 3 product FRP Containtment Box for 3" over 2" FRP pipe. Vent Rack (3 Product) w/ electrical offset Vent Rack System Assembly for 2 or 3 vent risers Vent Rack Riser System Assembly Upgraded Concrete anchoring on B500 or B600 SW or BW for supporting VR CCVP. 2" Thread-On, 3" WC Pres, 8" WC Vac 2" Vent Cap Carbon Canister Vapor Polisher Vacuum Pump (Not Used) Sump Liquid Sensor Mag Plus Tank Level Probe (DSL) Tank Guage Probe Cap and Ring Kit Tank Guage Sensor Cap and Ring Kit 3 GPH Pressure Line Leak Detection @ Turbines w/ swiftcheck valve 3 GPH Pressure Line Leak Detection @ Turbines w/o swiftcheck valve Overfill alarm with horn / strobe (120vac) w/ sign Acknowledgement switch (Not Used) Sensors: 4-Input Probe module (lower power comp) 8-Input Sensor Module (lower power comp) 4-Relay Output Module 7-Input Smart Sensor Module - Vac RS-232 Interface Module Sensor (lower power comp) 8-Input Smart Sensor Module - Vac/Mag (lower power comp) 6-Input PLLD (lower compartment) 3-Output PLLD Module Vapor Flow Meter Install Kit w/ 331847-002 Meter Vapor Pressure Sensor Kit for ISD Bravo B501-D-222 EO-EBS Bravo RS-501 RS-500-VRC-3S B500-600-VRC-ADR OPW 723V-2203 Morrison 354-0200AV Veeder Root 861290-001 - Veeder Root 794380-208 Veeder Root 864400-001 Morrison 305XPA-1100AK-EVR Morrison 305XPA-2200AK-EVR Veeder Root 848480-003 Veeder Root 848480-001 Veeder Root 790091-001 Veeder Root 790095-001 - Veeder Root 329356-002 Veeder Root 329358-001 Veeder Root 329359-001 Veeder Root 332250-001 Veeder Root 329362-001N Veeder Root 329356-004 Veeder Root 330843-001 Veeder Root 330374-001 Veeder Root 330020-445 Veeder Root 330020-515 Power Conditioner (Not Used) Intercom to dispensers (console mounted at sales counter) Emergency Pump Shut Off Switch (indoor / outdoor) Emergency Pump Shut Off Reset Switch (Indoor at sales counter) 4" diameter pipe 7' long max w/ 4" NPT BellxMale Adapter (For hydrostatic tank monitor) 1-1/2" Ball Valve Full Port (If Required) 2" Ball Valve Full Port (For Turbine Product Lines) 3" Ball Valve Full Port 2"x24" MxMS Fireguard SS Connector 3"x18" MxM Fireguard SS Connector 4" NPT x 3" NPT Double Tap Bushing - Plated Iron (Siphon Stingers) 1-1/2" or 2" or 3" Galvanized Pipe Tee/Cross 1-1/2" or 2" or 3" Galvanized Pipe Union 3/4" / 1" Rigid Conduit J-Box NEMA 3R 4x4 or 16" SQ J-Box EXP. Proof Seal off w/ drain Seal Off Gilbarco w/ hardwire part 011-002 - Gilbarco Passport Square D Class 9001 KR3RH6 Push-Button N.C w/ box and cover Square D Class 9001 KR3RH5 Push-Button N.C w/ box and cover 4" Single Wall FRP Jomar 100-707 Jomar 100-108 Morrison 691-08001V Unisource FG200-MMS-24 Unisource FG300-MMS-18 OPW 53-0038 Anvil, Smith, or equal Anvil, Smith, or equal Anvil, Smith, or equal Robroy or equal Crouse Hinds GUP215 Crouse Hinds 1" GUA Series Crouse Hinds EYS3 (VERT) or EYS31 (VERT /HORZ) w/ ECD15 Universal Drain Crouse Hinds EYS3 (VERT) or EYS31 (VERT /HORZ) w/ ECD15 (Not Used) (Not Used) (Not Used) (Not Used) (Not Used) (Not Used) (Not Used) - - - - - - - Tank level 10' mag plus magnestrictive probe Veeder Root 846390-109 Electrical power and control cabinet prefabricated w/ all electrical panels, breakers, turbine controllers, isolation relays, site lighting controller, and field wiring terminal blocks, site specific configuration provided and UL listed Per site requirements. Supplied directly to site Maintenance Receptacle Hubbel or equal specification grade receptacle GFCI in weatherproof cover 131 3/4" or 1" or 1-1/2" or 2" or 3" Galvanized Steel Pipe Anvil, Smith, or equal 147 153 (Not Used) (Not Used) (Not Used) (Not Used) (Not Used) - - - - - (Not Used) (Not Used) (Not Used) (Not Used) (Not Used) - - - - - (Not Used)- (Not Used) (Not Used) - - (Not Used)- 97 99 Mini hydrostatic sensor kit. Single float sump sensor in brine reservoir.Veeder Root 794380-304 101 Phase 2 Water Mag Plus Tank Level Probe (Gas)Veeder Root 886100-000 112 2-in-1 Sensor Box (Includes 208 sensor, 304 sensor, and 2-1 sensor box)Veeder Root 330020-536 OPW 4" Drop Tube with Overfill Flapper Valve OPW 71SO-410CT (Not Used)- (Not Used)- 119 Dispenser Site Controller Gilbarco Passport 1-1/2" or 2" or 3" 90 or 45 degree galvanized steel elbow 175 158 149 6" Single Post Bollard - Manometer / Utility Pressure Gauge (Not Used) (Not Used) (Not Used) (Not Used) Wika Type 213.53 9767010 or equal - - - - (Not Used)- (Not Used) (Not Used) (Not Used) (Not Used) (Not Used) - - - - - (Not Used)- (Not Used) (Not Used)- (Not Used)- (Not Used)- (Not Used)- Schedule Of Materials Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs Sump Liquid Sensor (E85 Approved)Veeder Root 794380-323 GENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete (4)Circuit Vacuum Block Sensor For Steel Tanks (3)Circuit Vacuum Block Sensor For Steel Tanks (2)Circuit Vacuum Block Sensor For Steel Tanks Veeder Root 330020-467 Veeder Root 330020-472 Veeder Root 330020-480 J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS3.3 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com A C B D GASOLINE - FILL SUMPS DSL - FILL SUMP 87 Fill Sump (Dual Point Fill) 87 Fill Sump (Dual Point Fill) 91 Fill Sump (Dual Point Fill) 91 Fill Sump (Dual Point Fill) Diesel Fill Sump (Single Point Fill) Diesel Fill Sump (Single Point Fill) G H J 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs E F E85 Fill Sump (Dual Point Fill) E85 Fill Sump (Dual Point Fill) 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 42" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS3.4 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com A C B D GASOLINE - TURBINE SUMPS G H DSL - TURBINE SUMPS SECTION VIEW: 87 - ONE PUMP, ONE LINE SECTION VIEW: 87 - ONE PUMP, ONE LINE 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs E F 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID 48" DOUBLE WALLED BRAVO SUMP WITH A PROPELYNE GLYCOL ANNULAR LIQUID SECTION VIEW: E85 - ONE PUMP, ONE LINE SECTION VIEW: E85 - ONE PUMP, ONE LINE GENERAL E N G I N E E R I NG C O N T RACTORSt a te o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS4.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs G A B H I C D J K L GAS GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: FS4.1 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com G A B H I C D J K L DSL GAS Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTsGENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: E1.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com U n d e r g r o u n d S e r v i c e A l e r t Call: TOLL FREE 1-800 227-2600 T W O W O R K I N G D A Y S B E F O R E Y O U D I G CLASSIFIED HAZARDOUS AREAS: Dispensing Area Vent Area Tank Area Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs Site Plan 1" : 10' N Cashier GENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 20K Unleaded 87 12K Diesel 10K E-85 10K Premium 91 15-16 11-12 7-8 3-4 1-25-69-1013-14 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: E2.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com GENERAL NOTES: ELECTRICAL REQUIREMENTS IN CLASSIFIED HAZARDOUS AREAS: U n d e r g r o u n d S e r v i c e A l e r t Call: TOLL FREE 1-800 227-2600 T W O W O R K I N G D A Y S B E F O R E Y O U D I G CONDUIT SCHEDULE Site Plan 1" : 10' North Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs Cashier GENERAL E N G I N E E R I NG C O N TRACTORSt a t e o f C a l i f o rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts 20K Unleaded 87 10K E-85 10K Premium 91 15-16 11-12 7-8 3-4 1-25-69-1013-14 12601 Jasmine Ave. Bakersfield, CA 93312 License # 916128 A-Haz (661) 706-8688 completefuelingsolutions@gmail.com Project: E3.0 Date Issued Drawn By: Brad Winward Checked By: Aaron Koop (661) 706-8688 completefuelingsolutions@gmail.com (661) 619-8230 winwardfueldesigns@gmail.com FUEL PANEL 'F' PANEL SOURCE: Panel P 225A (225A Bus)LOCATION: Behind cashier in main buildingVOLTAGE: 120/208 THREE PHASE, 4 WIRE LOAD DESCRIPTION LOAD (VA)WIRE SIZE BREAKER PHASE BREAKER WIRE SIZE LOAD (VA) A B C POLE AMP CIRCUIT A B C CIRCUIT AMP POLE A B C LOAD DESCRIPTION Dispenser 1/2 Switched Neutral 950 2 12 20 1 2 20 12 2 1500 950 3 4 1500 87 Turbine Overfill Alarm 400 1 12 20 5 6 Dispenser 3/4 Switched Neutral 950 2 12 20 7 8 20 12 2 1500 950 9 10 1500 91 Turbine Veeder Root 400 1 12 20 11 12 Dispenser 5/6 Switched Neutral 950 2 12 20 13 14 20 12 2 1500 950 15 16 1500 Diesel Turbine ESO Plug 400 1 12 20 17 18 Dispenser 7/8 Switched Neutral 950 2 12 20 19 20 950 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sub-Total 6650 6650 1200 6950 6950 2800 Total Load Per Phase 13600 13600 4000 Total Connected Load 31200 VA/208 150 Amps 41 42 Arco AMPM New Installation of Fuel System 1631 Hosking Ave Bakersfield, CA 93307 4-10-2023 Plan Check 2-6-2024 Add E85, Rev to Modern USTs Dispenser 9/10 Switched Neutral 950 2 12 20950 Dispenser 11/12 Switched Neutral 950 2 12 20950 Dispenser 13/14 Switched Neutral 950 2 12 20950 UST Outlets60020121 Canopy Sign100020121 Canopy Lights60020121 20 12 2 1500 1500 E85 Turbine Canopy Lights60020121 20 12 2 950 950 E85 Turbine For reference only GENERAL E N G I N E E R I NG C O N T RACTORSt a t e o f C a l i fo rn iaFueling Solutions A-Haz License No. 916128 Expires: 1/31/2025 Complete J:\00 Design\Brad Winward - AutoCAD\00 Resources\PDF Images\CFS Logob2c29ae9.png 11-4-2024 As-builts