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1983-11-15 Septic System Design & Soil Test
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900 Brown Road North - 27-118-23-43-0023
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1983-11-15 Septic System Design & Soil Test
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Last modified
8/22/2023 4:22:46 PM
Creation date
3/27/2023 3:52:21 PM
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x Address Old
House Number
900
Street Name
Brown
Street Type
Road
Street Direction
North
Address
900 Brown Road North
Document Type
Septic
PIN
2711823430023
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t <br />t <br />NMWM�� <br />Ori in"ll or► Octuber 213-29, 1982 Lbl'ce � Y• . Percolation boles <br />,,,tested *Ad one null borin* taken for the owner, ?IN Adums. <br />Theft " -^• :1 +oi.,tt., ••P r......tnQ ?tnlw. s�^rr <br />Corr 6hlo <br />The orIghi,: t t es t:..l 01 .:1j t•..L: rat.' 1.1)lc : <br />Per inch .wMal, ..l+tttr; with tit.. a .w 1:1 li: li t:u•rl•r t;i« ..rt ..v.:.,c., <br />cot 49.5 minutes per inch. dolens r-6 ago trio '.lbcrn..Lo rito, nava <br />an average of 115.t` stdr.l:tca ler tacit. <br />There 18 a higher w,.ter t .ule r.e:.r boll honing f 2 . Thua, <br />it would be better to use tint are:. to the northeust cc•upris las,; <br />holes 3-4-5-6 for tue primary site, with stsallow trencneb and <br />an Interceptor drain around holes 3-4 to divert rursorr w..tel• <br />from that area. Because thio "ru., is clusau t:u u b+:ttk la:.ding <br />down to the creek, thorn In wople fall to run asts irotercepLor <br />drain. <br />Additional system design information follows. if any otlsur <br />informution is needed, plelso contact no. <br />F; .r•t- 3 1•ur.beru, <br />tis <br />t <br />t <br />NMWM�� <br />Ori in"ll or► Octuber 213-29, 1982 Lbl'ce � Y• . Percolation boles <br />,,,tested *Ad one null borin* taken for the owner, ?IN Adums. <br />Theft " -^• :1 +oi.,tt., ••P r......tnQ ?tnlw. s�^rr <br />Corr 6hlo <br />The orIghi,: t t es t:..l 01 .:1j t•..L: rat.' 1.1)lc : <br />Per inch .wMal, ..l+tttr; with tit.. a .w 1:1 li: li t:u•rl•r t;i« ..rt ..v.:.,c., <br />cot 49.5 minutes per inch. dolens r-6 ago trio '.lbcrn..Lo rito, nava <br />an average of 115.t` stdr.l:tca ler tacit. <br />There 18 a higher w,.ter t .ule r.e:.r boll honing f 2 . Thua, <br />it would be better to use tint are:. to the northeust cc•upris las,; <br />holes 3-4-5-6 for tue primary site, with stsallow trencneb and <br />an Interceptor drain around holes 3-4 to divert rursorr w..tel• <br />from that area. Because thio "ru., is clusau t:u u b+:ttk la:.ding <br />down to the creek, thorn In wople fall to run asts irotercepLor <br />drain. <br />Additional system design information follows. if any otlsur <br />informution is needed, plelso contact no. <br />F; .r•t- 3 1•ur.beru, <br />
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