Washington Administrative Code
Title 246 - Health, Department of
SEWER SYSTEMS
Chapter 246-272B - Large on-site sewage system regulations
Part 6 - DESIGN AND TECHNICAL STANDARDS
Subpart A - General Requirements
Section 246-272B-06050 - Horizontal setbacks
Current through Register Vol. 24-18, September 15, 2024
(1) The design engineer shall design the LOSS and verify it is installed in compliance with the minimum horizontal setbacks shown in Table 3 of this section.
(2) The design engineer shall increase the separation distance between the LOSS and a public drinking water well, spring, or surface water supply if required by the water purveyor's source water protection program, prepared under chapter 246-290 WAC, Group A public water supplies.
(3) The department may require greater horizontal setbacks than the minimum values shown in Table 3 when needed to protect public health and the environment. Such areas include, but are not limited to, those with:
(4) The department may approve a sewer line placed less than ten feet from a water line only:
Table 3: Minimum Horizontal Setbacks
Items requiring setback |
From edge of drainfield and reserve area |
From sewage tank and distribution box |
From building sewer, and nonperforated distribution pipe |
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Well or suction line |
100 ft. |
50 ft. |
50 ft. |
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Public drinking water well |
100 ft. |
100 ft. |
100 ft. |
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Spring used as a drinking water source |
200 ft. |
200 ft. |
100 ft. |
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Surface water (measured from ordinary high water mark) |
100 ft. |
50 ft. |
10 ft. |
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Pressurized water supply line |
10 ft. |
10 ft. |
10 ft. |
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Decommissioned well: Decommissioned according to chapter 173-160 WAC |
10 ft. |
N/A |
N/A |
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Lined storm water pond located: |
. |
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Down-gradient from LOSS component: |
75 ft. |
10 ft. |
10 ft. |
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Up-gradient from LOSS component |
30 ft. |
10 ft. |
10 ft. |
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Unlined storm water pond (up or down-gradient from the LOSS component) |
100 ft. |
50 ft. |
10 ft. |
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Building foundation and in-ground swimming pool located: |
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Down-gradient from LOSS component |
30 ft. |
5 ft. |
2 ft. |
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Up-gradient from LOSS component |
10 ft. |
5 ft. |
2 ft. |
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Property or easement line |
5 ft. |
5 ft. |
N/A |
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Interceptor, curtain drains, foundation drains, lined drainage ditches located: |
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Down-gradient from LOSS component |
30 ft. |
5 ft. |
N/A |
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Up-gradient from LOSS component |
10 ft. |
N/A |
N/A |
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Other site features that may allow effluent to surface located: |
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Down-gradient from LOSS component |
30 ft. |
5 ft. |
N/A |
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Up-gradient from LOSS component |
10 ft. |
N/A |
N/A |
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Down-gradient cuts or banks with at least 5 ft. of original, undisturbed soil above a restrictive layer |
25 ft. |
N/A |
N/A |
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Down-gradient cuts or banks with less than 5 ft. of original, undisturbed, soil above a restrictive layer |
50 ft. |
N/A |
N/A |
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Down-gradient subsurface storm water infiltration or dispersion component |
30 ft. |
N/A |
N/A |
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Up-gradient subsurface storm water infiltration or dispersion component |
100 ft. |
N/A |
N/A |
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Other adjacent drainfields, including individual OSS beds or dispersal sectors |
10 ft. |
N/A |
N/A |
Statutory Authority: RCW 70.118B.020. 11-12-035, § 246-272B-06050, filed 5/25/11, effective 7/1/11.