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SR0081813
Environmental Health - Public
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12 (STATE ROUTE 12)
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081813
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Last modified
11/19/2024 3:48:04 PM
Creation date
8/11/2020 2:27:35 PM
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081813
PE
4201
FACILITY_NAME
JOE GRINDSTONE ASSOCIATION
STREET_NUMBER
13550
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95242
APN
05502002
ENTERED_DATE
2/26/2020 12:00:00 AM
SITE_LOCATION
13550 HWY 12
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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A WARNING <br />In a nontraffic installation, ensure that the area above the tank is <br />not subjected to traffic or other types of loads, which could cause <br />damage to the tank, and could result in death or serious injury. <br />1.3.4.5. Fuel tanks must have a cover depth as shown <br />in Table 1-1. <br />1.3.4.6. For fuel tanks, as a minimum, tank owner must comply with <br />relevant fire codes—in the US, National Fire Protection Association (NFPA) <br />30 and 31; and in Canada, the National Fire Code of Canada and/or ap- <br />plicable local codes for fuel tanks. See Table 1-1 for those requirements. <br />Depth of Cover Minimum Requirements for Fuel Tanks <br />No Traffic Options (US Installations) <br />• 24" [60 cm] backfill <br />• 12" [30 cm] backfill + 4" [10 cm] reinforced concrete <br />• 12" [30 cm] backfill + 6" [15 cm] asphalt <br />No Traffic Options (Canadian installations) <br />• 24" [60 cm] backfill <br />Traffic Options (US Installations) <br />• 36" [91 cm] backfill <br />• 18" [46 cm] backfill + 6" [15 cm] reinforced concrete <br />• 18" [46 cm] backfill + 8" [20 cm] asphalt <br />Traffic Options (Canadian installations) <br />• 39" [100 cm] backfill <br />• 18" [46 cm] backfill + 6" [15 cm] reinforced concrete <br />• 18" [46 cm] backfill + 8" [20 cm] unreinforced concrete <br />NOTE: These are NFPA 30 and 31 and <br />National Fire Code of Canada requirements. <br />1.3.4.7. Tanks other than fuel tanks must have a cover depth <br />as shown in Table 1-2. <br />Depth of Cover Minimum Requirements <br />for Tanks Other Than Fuel <br />No Traffic Options (All Installations) <br />• 12" [30 cm] backfill <br />Traffic Options (All installations) <br />• 36" [91 cm] backfill <br />• 18" [46 cm] backfill + 6" [15 cm] reinforced concrete <br />• 18" [46 cm] backfill + 8" [20 cm] asphalt <br />1.3.4.8. The maximum burial depth for standard tanks is 7 feet <br />[2.1 meters] of cover over the top of the tank. However, tanks can <br />be designed for a deeper burial. <br />1.3.4.9. You must obtain prior written authorization from us to deviate <br />from a standard tank's maximum burial depth. <br />1.3.4.10. Call your sales representative priorto tank purchase <br />foradditional information if the burial depth is to be greater than <br />7 feet [2.1 meters]. <br />1.3.4.11. If you are in the process of installing a tank and need <br />to consider a deeper burial than the one given for the tank that <br />was ordered, contact technical support(ena.support@zcl.com) <br />to discuss available options. <br />1.3.4.12. If a surface pad is used, surface pads must extend <br />a minimum of 12 inches [30 cm] beyond the tank in all directions. <br />1.3.4.13. If there is an unattached riser, it must not transmit <br />load from the concrete slab to the tank. A minimum space of 6 <br />inches [15 cm] is required between the bottom of the riser and <br />the top of the tank. <br />1.3.4.14. Traffic loads from the top slab must not be <br />transmitted to a containment sump ora riser. A minimum <br />space of 3 inches [7.6 cm] is required between the riser <br />or sump and the slab. <br />1.3.5. TANK SPACING <br />NOTE: In certain excavations with unstable soil, <br />where shoring is permanently in place, the excavation <br />might be classified as a stable -soil excavation. The tank <br />ownershould have a qualified engineer certify that the <br />excavation would remain stable for the expected life <br />of the tank installation. <br />1.3.5.1. GENERAL <br />1.3.5.1.1. The following are minimum spacings and must be <br />increased as needed to accommodate deadmen or anchor slabs. <br />1.3.5.1.2. Always provide sufficient clearance to allow <br />the dead men to be set outside of the tank "shadow" <br />See Figure 1-2. <br />07 <br />
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