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In-Ground POWTS Site Plan <br /> Hamacher Lawn Care Services LLC Site <br /> Lot 2 Certified Survey Mop 14189 <br /> NW1/4, NE1/4, Section 12, T5N, R1OE <br /> Town of Rugland, ne'Eiunty, Wisconsin NORT'I-I <br /> 0, BM=Top of Rebor <br /> ' <br /> a El.=100.0' 0 30 60 120 <br /> . <br /> SFle 1"=60" <br /> 6' x 63' Primary /' <br /> Absorption Cell ® �, °'' <br /> El.=100.5' <br /> 'Ill <br /> 102' <br /> app B-2 11/ B_1__-- 103' 1 <br /> 4" PVC Observation Pipes <br /> 104' (ASTM D-2665) 1' From <br /> �.," 11161W2=2:111230111=1� 105' <br /> End of Cell <br /> • 104' <br /> per , Future <br /> °- Replacement <br /> 4)4' <br /> • ��II I itiN <br /> V Cell <br /> ' <br /> 0 <br /> 2000 Gallon N 2"PVC Force Main Note: Dark <br /> Non-Domestic Holding O (ASTM 0-2665) Contours Depict <br /> Tank (ONR Approval N Proposed Cut For <br /> Required) 700/550 Gallon Septic/Pump Drainage Swale <br /> Tank With SIMTECH In-Line Filter <br /> Proposed On Pump Outlet <br /> Building 4" PVC (ASTM 0-3034) <br /> Grovel <br /> Parking roposed <br /> P Building'Use: <br /> to <br /> Lot <br /> 3 Employees <br /> rn 1 Floor Drain <br /> 96 GPD Design Flow <br /> Plus Trench,.Drain To DNR <br /> Holding Tank <br /> State Highway 138 0, <br /> 66.09' 1 I. O <br /> Locate Well: <br /> >25' From Septic Tank <br /> i <br /> >50' From Absorption <br /> Systems <br /> 3, <br /> w <br /> 1. <br /> F,', <br /> e <br /> P^ 265.59' <br /> q <br /> ice-- <br /> ,, <br /> s, <br /> O <br /> V332.71' <br /> v.. <br /> Location Map <br /> Scale 1"=300' CAI \t;' <br /> 332.71' Page 2 of 5 <br />