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11-15-2018 Septic Design
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210 Kintyre Lane - 32-118-23-42-0008
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11-15-2018 Septic Design
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Last modified
8/22/2023 4:41:27 PM
Creation date
10/4/2021 1:36:59 PM
Metadata
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Template:
x Address Old
House Number
210
Street Name
Kintyre
Street Type
Lane
Address
210 Kintyre Lane
Document Type
Septic
PIN
3211823420008
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Updated
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is <br />MOUN[l SYSTEM DESIC'N <br />Iype� Bedroom, Average percolation rate f <br />r'=' gal day sq_ft. Oftreatrnent area L_?o (/I£t ft_ width = ft_ length of bed area <br />% _IXOT <br />L <br />,��`►�ti�Y #'Ifs *ilii i4� �.61h.gyp <br />I:aic piw XI -C .e" * a"A <br />OIC. SOPJNG ELEVATIOMS <br />THIS ELL <br />TH.14a4 EL <br />Tan# ;,' ftm #BMW ,? Eases 44 EL - �ao7o <br />+ftm waw <br />Side slope run-, to I x ' - height = �r ft_ x eft_ Lawn area. * fmo Was. - <br />Twasat welt fam out — <br />Clean rock needed plus 200 cu -yds. Coarse washed san 3 l ))cu. Yds_ Average sand depth Tent amet M P*M* 11005 <br />Sandy loam `- cu.yds., Topsoil h:. ^' r-u.yds. plus SOY !1 cu. Yds. ��! bt&t <br />Number of tanks _ . IS` tank 21als_ 2"d tank --N=gals., Pump chamber capacity:: ' gals_ <br />gals. /100 lineal feet of ,I " dia_ Supply pipe, lineal feet needed &, `LS <br />Distribution pipe :� " dia- _1 linea[ feet, 73a-- dia. perforations _` d, h apart <br />Float set at 19 ? gals., 4 times per clay Pump curve/ ruin_ J 7 feet head pressure. <br />{ OPEP.TX*F;: NR 1 <br />c -lc) kip i {RC LA -FG ` <br />PPi+onrr�vi1 /�OMnWMns <br />.".}81:8 L/JL4-f,! 17h. 763-498-8779 <br />Rush +I n*UjG and P 140a" Tev-11 <br />
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