Table 1008-2: Minimum Separation Distances (in Feet)
Component[RIGHTWARDS ARROW] Receptor[DOWNWARDS ARROW] | Septic Tank | Bed | Sewer Line |
Surface Water | 75 | 75 | |
Poorly Drained Jurisdictional Wetland | 50 | 50 | |
Very Poorly Drained Jurisdictional Wetland | 75 | 75 | |
Open Drainage | 75 | 75 | |
Culvert, Tight Pipe | 10 | 25 | |
Catch Basin | 35 | 35 | |
Reservoir | 75 | 75 | |
Water Lines, pressure | 10 | 25 | 10 |
Water lines, suction | 50 | 50 | 50 |
Property lines | 5 | 10 | 5 |
Foundation, any type, with Foundation Drains | 5 | 15 | |
Foundation, full cellar, without Foundation Drains | 5 | 10 | |
Foundation, slab, without Foundation Drains | 5 | 5 | |
Foundation Drains Outfall Pipe (Solid) | 5 | 5 | |
Foundation Drain Outfall (Discharge) | 25 | 25 | |
Top of Natural Embankment or Natural Steep Slope | 5 | 20 | |
Stormwater Pond intercepting SHWT | 50 | 75 | |
Stormwater Pond not intercepting SHWT | 25 | 35 | |
Geothermal well, open loop | 75 | 75 | |
Geothermal well, closed loop | 25 | 25 | |
Upgradient swale to divert surface water from EDA not intercepting SHWT, below finished grade of EDA | 10 | 25 | |
Upgradient swale to divert surface water from EDA not intercepting SHWT, above finished grade of EDA | 10 | 10 | |
Upgradient interceptor drain intercepting SHWT to divert groundwater from EDA | 25 | ||
Outfall of upgradient interceptor drain intercepting SHWT to divert groundwater from EDA | 75 |
N.H. Admin. Code § Env-Wq 1008.04
(See Revision Note at chapter heading for Env-Wq 1000) #9086, eff 2-9-08; amd by #9904-A, eff 4-16-11