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Septic System Site Plan <br /> .. .41( b T R Olson Construction Site <br /> Lot 1 Certified Survey Map 8032 ', f,-' H i • - <br /> SW1/4, SE1/4, Section 17, T7N, R11E - <br /> Town of Cottage Grove, Dane County, Wisco►sin <br /> N DEC 1 6 2J <br /> . N WI t._ <br /> o <br /> o ,20.06' ` ._._i <br /> N <br /> N <br /> O <br /> Location Map $ <br /> Scale 1'=200' <br /> cpN <br /> O <br /> N. <br /> The Folloning Component N fmtrtls We Used in This Dsigr <br /> 16 <br /> in-Ground Soil Absorption Compone et Mum!Fa Plnate Otsite\\'astenater S}stems'(Version sion 2 0) <br /> 0 <br /> X <br /> SB61070SP(N01/01) <br /> 'gyp <br /> Np <br /> O <br /> Locate Well: o <br /> >25' From Septic Tank <br /> >50' From Absorption Systems <br /> `(� 5r 1 45' ° <br /> °95.60 tr <br /> -- -;4., to c <br /> Mot. sic/ '61.00 o <br /> 24+ <br /> \4''PVC (ASTM 0-3034) <br /> 0 <br /> U <br /> 16 <br /> / <br /> e� <br /> 3 0 <br /> • <br /> °' 101.54_ I <br /> o <br /> 1000/600 Gallon Septic/Pump B-2 <br /> N_ Tank With SIMTECH In-Line Mot. sicl <br /> Filter On Pump Outlet 45-70'+ x <br /> to <br /> N O <br /> O t0 <br /> o O <br /> -o o_ <br /> o m <br /> 0 <br /> 0.:0 `q <br /> co <br /> o <br /> r N <br /> o <br /> ("7 <br /> 0 (0 <br /> 2" PVC Force Main <br /> (ASTM D-2665) °-.- <br /> ,C' 'O c■5 <br /> BM=Top of Iron Pipe <br /> E1.=100.0' 47� <br /> l B-4":: ��` \_____,- ^? <br /> / l� 55.45' <br /> •. ---- <br /> B 5 / N-.' 0)))0 Q; o ,t_Ca <br /> `c�7 <br /> 3' x 80' Primary Absorption Cells(3) ® / � / / . Q <br /> E1.=00.0' Using 8 EZ-Flow Units Per Cell \\\ �2sr0- 1� h Q N 0 <br /> _i b. �. , ; <br /> 4"PVC Observation Pipes (ASTM 0-2665 / / / (<:• �• 0. ; q <br /> 10'From End of Gravel Cell \ \���� % �/0' R <br /> `\ Proposed 6' x 37.5' B- B-6 0 <br /> Replacement System Cells(5) :: <br /> i <br /> �— / % `�� //,� / / 61.00/ <br /> (0 / <br /> N®RTH 0 <br /> 0 20 40 80 Top of Iron Pipe U <br /> El.=98.9' <br /> Scale 1"=40' <br />