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COMPLIANCE INFO_2000-2009
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0515864
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COMPLIANCE INFO_2000-2009
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Last modified
1/19/2024 2:09:22 PM
Creation date
6/3/2020 9:59:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2000-2009
RECORD_ID
PR0515864
PE
2361
FACILITY_ID
FA0012355
FACILITY_NAME
A&A GAS FOOD MART
STREET_NUMBER
1330
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22120053
CURRENT_STATUS
01
SITE_LOCATION
1330 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0515864_1330 E YOSEMITE_2000-2009.tif
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EHD - Public
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• <br />• <br />• <br />F9. Install Polyethylene Top and Backfill <br />After completing all piping and electrical piping connections: <br />• Verify final grade. <br />• Trim top of turbine enclosure (if necessary). <br />• Place polyethylene top over turbine enclosure. <br />❑ This top is designed to prevent water runoff from <br />entering turbine enclosure only. <br />• Position top and press down to seat the top onto the <br />turbine enclosure. <br />• Backfill to turbine enclosure top. <br />Polyethylene Top (42" Diameter) Top Lid <br />0. D. Model Diameter (O.D.) <br />PT42-23 23" <br />PT42-27 27" <br />a v u o PT42-32 32" <br />For Fluid Containment supplied 48" containment col- <br />lar and turbine enclosure: <br />• Place 48" x 42" reduction collar over turbine enclosure. <br />• Place 42" polyethylene top over reduction collar. <br />• Backfill to turbine enclosure top. <br />42" I.D.—,_HDPE Lid (23", 27", or 32") <br />10" HDPE Top <br />' <br />g�V HDPE Reduction <br />Collar (48" x 42") <br />FRP Turbine <br />2,3,4, or 5' Enclosure <br />48" I.D. 48" Containment Collar <br />41/2 <br />F10. Top Clearances <br />Important: Isolate Turbine Enclosure From Direct <br />Traffic Loading <br />After backfilling to top of turbine enclosure: <br />• Place 1-1/4" of specified gravel and then 3/4" thick PI p. (4' x 4') over top (but not over lid) to allow a 2" <br />minimum clearance between to of turbine enclosure and <br />bottom of concrete surface pad. <br />❑ This 2" clearance also provides a channel for water <br />runoff. <br />If the tank is located in a traffic area: <br />• Pour 9" thick traffic slab with extra rebar reinforcement <br />directly onto plywood. <br />F11. Sealable Turbine Enclosure <br />Do Not air pressure test sealable turbine <br />FAwARNING enclosure. See Section F7 for testing meth- <br />ods. Scalable turbine enclosures must be iso- <br />fated from direct traffic loading. <br />To prevent water infiltration in high groundwater con- <br />ditions (sealable turbine enclosures are not product tight) <br />sealable turbine enclosure must: <br />• Be mounted and cemented to secondary containment col- <br />lar using same procedure described in Section F5. <br />• Have its top mounted and cemented in place. <br />• Use electrical couplings kit provided by Fluid Containment. <br />• Use seal off fittings to make electrical wiring connec- <br />tions leak free. (If it is to be leak tested using standing <br />water test). <br />• Use FRP couplings for pipe connections. Do not use rub- <br />ber grommets which are not watertight and will leak in <br />high groundwater conditions. <br />• Always vent sealable turbine enclosure. The 2" lid fit- <br />ting can be used as a vent with piping leading to a point <br />above the groundwater table. <br />To adjust for final burial depth: <br />• Trim bottom of sealable turbine enclosures or bottom of <br />fiberglass sealable turbine enclosure top. <br />• Cement in place using Kit AD and allow adhesive to cure. <br />• Torque lid bolts to 25 ft. -lbs. Follow ASTM specifications <br />for"Structural Structural Joints Using ASTM A325 or A490 Bolts". <br />• The gasket is a maintenance item which will have to be <br />replaced periodically or when it shows a leak during a <br />tightness test. <br />• Test both joints of sealable turbine enclosure using stand- <br />ing water test described in section F7. <br />Plywood (48" x 48" x 3/4") <br />Street Box <br />HDPE Friction Reinforced <br />Fit Lid Concrete' <br />9„ <br />�. <br />I <br />2" " i <br />— <br />Polyethylene Top <br />1___T -- <br />Optional Field Installed <br />Field Installed <br />Electrical Coupling for <br />Coupling <br />Electrical Connections <br />(Kit FC -3) <br />• Excludes secontlary <br />piping connections and 16,/2" <br />Desai Tank <br />Containment Wall <br />Field Bonded Joint (Kit Ad) <br />1— r <br />Containment Collar <br />Containment Collar <br />Sensor4(CCS) <br />#5 Rebar 8" on center, both <br />ways, extending 4'0" in all directions <br />from center <br />After backfilling to top of turbine enclosure: <br />• Place 1-1/4" of specified gravel and then 3/4" thick PI p. (4' x 4') over top (but not over lid) to allow a 2" <br />minimum clearance between to of turbine enclosure and <br />bottom of concrete surface pad. <br />❑ This 2" clearance also provides a channel for water <br />runoff. <br />If the tank is located in a traffic area: <br />• Pour 9" thick traffic slab with extra rebar reinforcement <br />directly onto plywood. <br />F11. Sealable Turbine Enclosure <br />Do Not air pressure test sealable turbine <br />FAwARNING enclosure. See Section F7 for testing meth- <br />ods. Scalable turbine enclosures must be iso- <br />fated from direct traffic loading. <br />To prevent water infiltration in high groundwater con- <br />ditions (sealable turbine enclosures are not product tight) <br />sealable turbine enclosure must: <br />• Be mounted and cemented to secondary containment col- <br />lar using same procedure described in Section F5. <br />• Have its top mounted and cemented in place. <br />• Use electrical couplings kit provided by Fluid Containment. <br />• Use seal off fittings to make electrical wiring connec- <br />tions leak free. (If it is to be leak tested using standing <br />water test). <br />• Use FRP couplings for pipe connections. Do not use rub- <br />ber grommets which are not watertight and will leak in <br />high groundwater conditions. <br />• Always vent sealable turbine enclosure. The 2" lid fit- <br />ting can be used as a vent with piping leading to a point <br />above the groundwater table. <br />To adjust for final burial depth: <br />• Trim bottom of sealable turbine enclosures or bottom of <br />fiberglass sealable turbine enclosure top. <br />• Cement in place using Kit AD and allow adhesive to cure. <br />• Torque lid bolts to 25 ft. -lbs. Follow ASTM specifications <br />for"Structural Structural Joints Using ASTM A325 or A490 Bolts". <br />• The gasket is a maintenance item which will have to be <br />replaced periodically or when it shows a leak during a <br />tightness test. <br />• Test both joints of sealable turbine enclosure using stand- <br />ing water test described in section F7. <br />23 <br />Sealable Turbine Enclosure (42" or 48" <br />Diameter) <br />Moder Length (L) <br />STE 426-2 2' 51/2"� <br />7'/2�/Top (FRP) <br />STE 42B-3 3' 12' <br />Turbine <br />STE 428-4 4' <br />Enclosure <br />—1 <br />STE 48B-2 2' <br />Field Bonded <br />STE 48B-3 3' I <br />Joint <br />STE 488-4 4' L <br />• Excludes secontlary <br />piping connections and 16,/2" <br />Desai Tank <br />Containment Wall <br />adhesive kits. <br />Collar <br />23 <br />
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