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// CODE SNIPPET

H701.7 Arch and Dome

California Plumbing Code 2019 > H Private Sewage Disposal Systems > H701.0 Seepage Pits > H701.7 Arch and Dome
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The arch or dome of a seepage pit shall be permitted to be constructed in one of three ways:
  1. Approved -type hard -burned clay brick or solid concrete brick or block laid in cement mortar.
  2. Approved brick or block laid dry. In both of the above methods, an approved cement mortar covering of not less than 2 inches (51 mm) in thickness shall be applied, said covering to extend not less than 6 inches (152 mm) beyond the sidewalls of the pit.
  3. Approved-type one or two-piece reinforced concrete slabs of not less than 2500 lb/in2 (1757672 kg/m2) minimum compressive strength, not less than 5 inches (127 mm) thick, and designed to support an earth load of not less than 400 pounds per square foot (lb/ft2) (1953 kg/m2). Each such cover shall be provided with a 9 inch (229 mm) minimum inspection hole with plug or cover and shall be coated on the underside with an approved bituminous or other nonpermeable protective compound.

Related Code Sections


H701.7 Private Sewage Disposal Systems, Arch and Dome
The arch or dome of a seepage pit shall be permitted to be constructed in one of three ways: Approved -type hard -burned clay brick or solid ...
California Plumbing Code 2019 > H Private Sewage Disposal Systems > H701.0 Seepage Pits > H701.7 Arch and Dome
H701.7 Private Sewage Disposal Systems, Arch and Dome
The arch or dome of a seepage pit shall be permitted to be constructed in one of three ways: Approved-type hard-burned clay brick or solid ...
California Plumbing Code 2016 > H Private Sewage Disposal Systems > H701.0 Seepage Pits > H701.7 Arch and Dome
1607.13.2.1 Structural Design, Ordinary Roofs, Awnings and Canopies
of rise per foot (for SI: F = 0.12 × slope, with slope expressed as a percentage), or for an arch or dome, the rise-to-span ratio multiplied by 32 ...
California Building Code 2019 (Vol 1 & 2) > 16 Structural Design > 1607 Live Loads > 1607.13 Roof Loads > 1607.13.2 General > 1607.13.2.1 Ordinary Roofs, Awnings and Canopies
1607.12.2.1 Structural Design, Ordinary Roofs, Awnings and Canopies
as a percentage), or for an arch or dome, the rise-to-span ratio multiplied by 32 ...
California Building Code 2016 (Vol 1 & 2) > 16 Structural Design > 1607 Live Loads > 1607.12 Roof Loads > 1607.12.2 General > 1607.12.2.1 Ordinary Roofs, Awnings and Canopies
1607A.12.2.1 Structural Design, Ordinary Roofs, Awnings and Canopies
× slope, with slope expressed as a percentage), or for an arch or dome, the rise-to-span ratio multiplied by 32 ...
California Building Code 2016 (Vol 1 & 2) > 16A Structural Design > 1607A Live Loads > 1607A.12 Roof Loads > 1607A.12.2 General > 1607A.12.2.1 Ordinary Roofs, Awnings and Canopies
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