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COMPLIANCE INFO_1995-2011
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2300 - Underground Storage Tank Program
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PR0505615
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COMPLIANCE INFO_1995-2011
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Last modified
2/26/2024 1:45:30 PM
Creation date
6/3/2020 9:58:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1995-2011
RECORD_ID
PR0505615
PE
2361
FACILITY_ID
FA0006898
FACILITY_NAME
RAMOS OIL-FRENCH CAMP
STREET_NUMBER
10842
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19333028
CURRENT_STATUS
01
SITE_LOCATION
10842 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\UST\UST_2361_PR0505615_10842 S HARLAN_1995-2011.tif
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EHD - Public
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• Inner Wall Test <br />• Release pressure from primary tank. <br />• Remove primary tank fitting plug. <br />• Look inside for any accumulation of monitoring <br />tracer fluid. <br />Important: If a colored fluid is found during any test, <br />discontinue the installation and immediately contact <br />Owens-Corning Field Service. Phone numbers are listed <br />on page 2. <br />• Replace and tighten fitting plug. <br />A4. Hole Size <br />A <br />18" Minimum' <br />24" Preferred <br />'24" Required <br />on 12'Tanks <br />Stable Excavations <br />• 4' through 10' diameter tanks require: <br />❑ Minimum of 18" (24" preferred) between adjacent tanks. <br />❑ Minimum of 18" (24" preferred) between tank sides and <br />ends and the banks of the excavation. <br />• 12' diameter tanks require: <br />❑ 24" between adjacent tanks. <br />❑ 24" between tanks sides and ends, and the banks of the <br />excavation. <br />Important: If tanks are mechanically anchored, additional <br />clearance is required between tanks. (See section A7) <br />.� <br />�• ,� <br />VA <br />/ <br />Mid ,- <br />:. <br />�W <br />— *24; Required <br />on 2'Tanks <br />1/2 Tank Dia. 1/2 Tank Dia. 1/2 Tank Dia. <br />M00 <br />Unstable Excavations (all size tanks) <br />• Muck, bog, peat, swamp or landfill type areas where the soil <br />is soft or in areas with expansive clay soils. <br />• Have less than 750 lbs./sq. ft. cohesion per ASTM D 2166*. <br />• Have ultimate bearing capacity of less than 3500 lbs./ sq. ft. <br />❑ Minimum 18" (24" preferred) between adjacent tanks. <br />❑ Excavation must allow a minimum of 1/2 the tank <br />diameter from ends and sides of tanks to excavation walls. <br />*Test Methods for Unconfined Compressive Strength of Cohesive Soil. <br />• May require a reinforced concrete pad under tank. <br />• Contact soils consultant for recommendations. <br />• Filter fabric hole liner is recommended for soils <br />(See section A6 for list and further requirements): <br />❑ With less than 2501bs./sq. ft. cohesion <br />❑ With ultimate bearing capacity of less than 500 lbs./sq. ft. <br />A5. Burial Depth and Cover <br />Excavation Depth <br />• All tank holes must be deep enough to: <br />❑ Allow a minimum of 12" and a maximum of 24" required <br />backfill bed over the hole bottom or concrete pad. <br />• If the total burial depth from tank top to grade is <br />greater than 60% of the tank diameter, anchoring the <br />tank may not be required (see section A7). <br />Pad Dimension <br />• Paving must extend at <br />least 12" beyond tank <br />perimeter in all directions. <br />Maximum Burial Depth <br />• UL Requirements specify <br />that the depth of cover must <br />not exceed 7'. <br />❑ For all size tanks. <br />❑ For both traffic and no <br />traffic conditions. <br />• For deeper burial depths, contact your Fiberglas Tank <br />Installation Manager. <br />Minimum Burial Depth No Traffic Load <br />(4' thru 10' diameter tanks) <br />• Tanks need a minimum cover of 24" backfill or <br />• 12" of backfill plus 4" reinforced concrete.* <br />• Consult local codes for minimum allowable burial depth. <br />*When mechanical anchoring is required, 6', 8' and 10' <br />diameter tanks must be buried a minimum of 36". <br />(12' diameter tanks) <br />• Tanks need a minimum cover of 42" backfill or <br />• 38" backfill plus 4" reinforced concrete. <br />Continued on next page. <br />
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