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Mound System Site Plan <br /> Lot 80 Spruce Hollow <br /> SW1/4, SW1/4, Section 20, T7N, R8E <br /> Town of Middleton, Dane County, Wisconsin <br /> See Page 3 Of Soil Test Report <br /> For Benchmark Location <br /> Note: Mound Basal Area & 15' <br /> Downslope To Be Protected <br /> From Surface Disturbance, <br /> Compaction, Etc. Vehicular <br /> Traffic Is Prohibited. POWTS Constructor To Carefully Place 12" Of <br /> Topsoil In Area 15' Downslope Of Mound In <br /> Such A Manner As To Preserve Soil Structure <br /> In The Downslope Area And To Facilitate <br /> Grading Of Site To Divert Surface Waters <br /> Pt. B 85.10' Pt. A <br /> • <br /> B-8 <br /> 33' x 72' Mound With _ ,� <br /> Two 7' x 54' Gravel 96 �_∎1∎�"�' 96' <br /> Cells Both ® E1.=97.8 _ 4" PVC Observation Pipes <br /> ------- ___=o--- (ASTM D-2665) 9' From <br /> --- ___ _ End of Gravel Cell <br /> MEN -------- 97' <br /> 9 <br /> to <br /> B-9 B-7 <br /> • 98' <br /> Q 98' <br /> 2" PVC Force Main <br /> (ASTM D-2665) <br /> •6 800 Gallon Pump Chamber <br /> tQ ,P -1000/650 Gallon Double <br /> Chamber Septic Tank With <br /> "? Biotube Filter <br /> N <br /> 4" PVC (ASTM D-3034) <br /> 4-on co <br /> 5 BR <br /> House <br /> R <br /> a a s <br /> s a <br /> o <br /> Locate Well: <br /> g�s s <br /> •r >25' From Sep tic Tank <br /> >50' From Absorption Systems <br /> h <br /> OQ�sy <br /> •-••rl` <br /> Page 2 of 6 <br /> 1 <br />