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Aug. 26. 2009 12:55PM No. 1212 P. 2 <br /> • • Septic System Site Plan <br /> - David Baehr Residence <br /> Lot 1 Certified Survey Mop 11815 <br /> SW1/4, SW1/4, Section 21, T9N. R11B <br /> t Town of Bristol, Dane County, Wisconsin <br /> The Following Component Manuals Were Used in This Design <br /> "1n-Ground$oil Absorption Component Manual For Private Onsite Wastewater Systems"(Version 2.0) <br /> • <br /> SBD-10705-P p4,01/01) <br /> 4'PVC Observation Pipes (ASTM D-2665) <br /> 8'From End of Growl Cell <br /> 6'x 79'Primary Absorption System Cells(4). <br /> • <br /> a <br /> 2"PVC Force Main- <br /> (ASTM D-2665) <br /> 800 Galion Pump Chamber <br /> B-4 94 <br /> OG�/598(,a!! ble Chamber <br /> Septic Tonk With Ater c" 95' <br /> 4r ,---- <br /> B-5 E1,9i:., 96' <br /> 4"PVC (ASmi D-3034) r.- 0 s92• <br /> 97 <br /> .E1• <br /> 3 95' <br /> ,fr, <br /> Proposed 5 BR House ■ ..\-D <br /> / 99'. <br /> 6'x 79'Replacement System Celts(4) ♦ B-2 100 <br /> mill <br /> Cleanout With Frost Sleeve <br /> Locate Well: <br /> >25'From Septic Tank <br /> >50'From Absorption Systems <br /> Proposed <br /> Shed IWth <br /> _ Conwmiene. <br /> Bathroom <br /> BM—Top of Iron Pipe � lop. <br /> b L..100.0' <br /> 85.49' <br /> 0 <br /> • <br /> II <br /> b Top Iron Pip <br /> '-c EE7.=-102.1'E7.=-102.1'IO rD21' <br /> ii <br /> NCURTH s <br /> a <br /> 0 20 40 80 a p <br /> o <br /> Scale 1"=40' r•�� <br /> 04( <br />