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At-Grade POWTS Site Plan <br /> Z & L Properties LLC Site <br /> 2581 Highway 92 <br /> Lot 1 Certified Survey Map 13959 <br /> SE1/4, NE1/4, Section 13, T6N, R6E <br /> Town of Blue Mounds, Done County, Wisconsin <br /> NORTH <br /> 0 30 60 120 <br /> _11111.11111.1 Acces t To <br /> Scale 1"=-60" EaseWn92 <br /> System Sizing Data: <br /> / <br /> Up to 26 Employees x 13gpd = 338gpd — <br /> 2 Floor Drains x 25gpd = 50gpd <br /> Total Estimated Wastewater Flow = 388gpd <br /> x 1.5 Peak Flow Factor = 582gpd <br /> A3 <br /> ke g. h fri <br /> Locate Well: <br /> >25'From Septic Tank <br /> >50'From Absorption Systems <br /> /\ <br /> Existing Farm Shed To <br /> Be Converted To <br /> Contractor <br /> Shops/Offices <br /> 600 GPD Max. Flow <br /> 4"PVC (ASTM 0-3034) <br /> Provide Frost Protection <br /> 1000/300 Gallon Double <br /> y rh^ Pr$ep tic Tank <br /> if nth Filter <br /> 2"PVC Force Main 600 Gallon Dose <br /> Chamber With Rissy <br /> (ASTM 0-2665) Floating Outlet <br /> BM=Nail in 24"Cherry Tree, <br /> of 30"Above Grade <br /> ° El.=100.0' <br /> of <br /> 0 <br /> -22'x 110'At-Grade Absorption System <br /> Distribution Pipe Follows Contour E1.=100.5' <br /> Distribution Pipe Set 0 E1.=101.0' <br /> X021 <br /> B-1 1og9, <br /> �� 91 <br /> 0 <br /> 102 4"PVC Observation Pipes <br /> N0 / (AS7M D-2665) 17'From <br /> 00 <br /> 9$ End of Cell <br /> 354.58' <br /> Note: At-Grade System Basal Area & 15' <br /> Downslope To Be Protected From Surface <br /> Disturbance, Compaction, Etc. Vehicular Traffic <br /> Is Prohibited. Page 2 of 6 <br />