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1978-05-22 Septic System Design & Soil Test Report
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744 Brown Road North - 34-118-23-12-0005
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1978-05-22 Septic System Design & Soil Test Report
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Last modified
8/22/2023 4:53:45 PM
Creation date
3/8/2023 3:58:56 PM
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x Address Old
House Number
744
Street Name
Brown
Street Type
Road
Street Direction
North
Address
744 Brown Road North
Document Type
Septic
PIN
3411823120005
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Feature <br />Set back distance <br />in feet <br />Any other water supply well or buried <br />water suction pipe 75 <br />Buried pipe distributing water under pressure 10 <br />Building 20 <br />Property lines 20 <br />The ordinary High Water Mark of: <br />Natural Environment Lakes and Streams 150* <br />Recreational Development Lakes and Rivers 75* <br />General Development Lakes and Streams 50* <br />Wild River 150* <br />Scenic River 100* <br />Designated Tributaries of Wild, Scenic, and <br />Recreational Rivers 75 <br />*Required for new developments and where practicable, for existing <br />developments. <br />3. DESIGN AND CONSTRUCTION <br />A. The bottom of trenches and beds shall be at least three feet <br />above the water table or bedrock. <br />B. The bottom of the trench or bed excavation shall be level. <br />The bottom and sides of the trench or bed excavation to the <br />level of the filter material shall be scarified to remove <br />smears left by the construction equipment and footprints. All <br />loose material shall be removed from the excavation The <br />bottom of the excavation shall not be driven on or walked on <br />after scarification. <br />C. When the soil percolation rate at the bottom of the trench or <br />bed is slower than 15 minutes per inch, no vehicle or excava- <br />tion equipment shall be allowed on the trench or bed area. <br />Excavation shall be by back hoe or other means that allow the <br />equipment wheels or tracks to remain on the surface soil. <br />M_ <br />
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