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• 12' diameter tanks require: <br />❑ 24" between adjacent tanks. <br />Cl 24' between tanks sides and ends, and the banks of <br />the excavation. <br />Unstable Excavations (all size tanks) <br />• Muck, bog, peat, swamp or landfill type areas where the <br />soil is soft or in areas with expansive clay soils. <br />• Have less than 750 lbs./sq. ft. cohesion per ASTM D <br />2166*. <br />• Have ultimate bearing capacity less than 3500 lbs./sq. ft. <br />C] Min 'mum 18" (24' preferred) between adjacent <br />tanks. <br />❑ Excavation must allow a minimum of '/: the tank di- <br />ameter 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's recommended for soils (see sec- <br />tion A6 for list and further requirements): <br />❑ With less than 250 lbs./sq.ft. cohesion or, <br />❑ With ultimate bearing capacity of less than 500 lbs./ <br />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" <br />required backfill bed over the hole bottom or con- <br />crete pad. <br />Pad Dimension <br />• Paving must extend at <br />least 12" beyond tank pe- <br />rimeter 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 <br />no traffic conditions. <br />IA J M ni u'm I A <br />7' Maximum <br />• For deeper burial depths, contact Tank Technical Sup- <br />port. Phone number listed on page 2. <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, refer to chart <br />on page 6 for minimum burial depths. <br />(12' diameter tanks) <br />• Tanks need a minimum cover of 42" backfill or <br />• 38" backfill plus 4" reinforced concrete. <br />Minimum Burial Depth H-20 Traffic Loads <br />(4' - 10' diameter tanks) <br />• Tanks need a minimum cover depth of 36" backfill or <br />• 18" of backfril plus 6" of reinforced concrete.* <br />"When mechanical anchoring is required, refer to chart <br />on page 6 for minimum burial depths. <br />Note: <br />• The reinforcements in the concrete traffic slab must be <br />properly sized for job conditions and traffic loads to as- <br />sure concrete surface pad integrity. <br />(12' diameter tanks) <br />• Tanks need a minimum cover of 38" backfill plus 6" of <br />reinforced concrete. <br />A6. Filter Fabric <br />Why use filter fabric? <br />• It prevents the migration of pea gravel with native soil. <br />• It helps maintain the integrity and stability of backfill <br />materials <br />5 <br />Ewa= <br />Did. DiL <br />Required <br />on 12'Tanks <br />Anwar. <br />A A <br />112. DiL <br />ypA <br />• Muck, bog, peat, swamp or landfill type areas where the <br />soil is soft or in areas with expansive clay soils. <br />• Have less than 750 lbs./sq. ft. cohesion per ASTM D <br />2166*. <br />• Have ultimate bearing capacity less than 3500 lbs./sq. ft. <br />C] Min 'mum 18" (24' preferred) between adjacent <br />tanks. <br />❑ Excavation must allow a minimum of '/: the tank di- <br />ameter 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's recommended for soils (see sec- <br />tion A6 for list and further requirements): <br />❑ With less than 250 lbs./sq.ft. cohesion or, <br />❑ With ultimate bearing capacity of less than 500 lbs./ <br />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" <br />required backfill bed over the hole bottom or con- <br />crete pad. <br />Pad Dimension <br />• Paving must extend at <br />least 12" beyond tank pe- <br />rimeter 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 <br />no traffic conditions. <br />IA J M ni u'm I A <br />7' Maximum <br />• For deeper burial depths, contact Tank Technical Sup- <br />port. Phone number listed on page 2. <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, refer to chart <br />on page 6 for minimum burial depths. <br />(12' diameter tanks) <br />• Tanks need a minimum cover of 42" backfill or <br />• 38" backfill plus 4" reinforced concrete. <br />Minimum Burial Depth H-20 Traffic Loads <br />(4' - 10' diameter tanks) <br />• Tanks need a minimum cover depth of 36" backfill or <br />• 18" of backfril plus 6" of reinforced concrete.* <br />"When mechanical anchoring is required, refer to chart <br />on page 6 for minimum burial depths. <br />Note: <br />• The reinforcements in the concrete traffic slab must be <br />properly sized for job conditions and traffic loads to as- <br />sure concrete surface pad integrity. <br />(12' diameter tanks) <br />• Tanks need a minimum cover of 38" backfill plus 6" of <br />reinforced concrete. <br />A6. Filter Fabric <br />Why use filter fabric? <br />• It prevents the migration of pea gravel with native soil. <br />• It helps maintain the integrity and stability of backfill <br />materials <br />5 <br />