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1978-09-28 Septic System Design Report
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2280 Devin Lane - 03-117-23-22-0016
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1978-09-28 Septic System Design Report
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Last modified
9/3/2025 10:15:16 AM
Creation date
9/3/2025 10:09:41 AM
Metadata
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x Address Old
House Number
2280
Street Name
Devin
Street Type
Lane
Address
2280 Devin Lane
PIN
0311723220016
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permeable or somewhat tighter than.the natural soil below <br />the mound. This can be accomplished by selecting a finer <br />soil or by compaction. <br />O. Whenever mounds are located on slopes a diversion shall be <br />constructed immediately upslope from the mound to inter- <br />cept and divert runoff. <br />P. A 4" inspection well shall be provided for and should be <br />placed in the center of the field and capped flush with the <br />ground. <br />Q. Any soil treatment area shall be set back the following <br />distances from the features given below: <br />Feature Set Back Distance <br />In Feet <br />Water supply well less than 50 feet deep <br />and not encountering at least ten feet <br />of imp"rvious material 100, <br />Any other water supply well or buried <br />water suction pipe 75' <br />Buried pipe distributing water under <br />pressure 20' <br />Building 20' <br />Property lines 20' <br />The ordinary high water mark of: <br />Natural Environment Lakes & Streams 150* <br />Recreational Development Lakes 75* <br />General Development Lakes & Streams 50* <br />Wild River 150* <br />Scenic River 100* <br />Recreational River 75* <br />Designated Tributaries of Wild, Scenic, and <br />Recreational Rivers 75* <br />Wetlands 75' <br />*Required for new developments and where practicable, for <br />development. <br />
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