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System Sizing Data: <br /> Schneider Road Business Center Site (Per Building) <br /> Lot 1 Certified Survey Mop 13210 10 Employees=130 gpd <br /> NW1/4, SW'1/4, Section 35, 78N, R8E 2 floor Drains=50 gpd <br /> Town of Springfield, Dane County, Wisconsin 180 gpd x 1.5 Peak Flow <br /> Factor=270 gpd <br /> 270 gpd x 7=1890 gpd; <br /> 550 00. System Capable of 2400 gpd <br /> Note: Building Use To Be Offices & Contractor Storage Facilities <br /> Proposed <br /> Commercial Proposed <br /> Building Commercial <br /> (300 GPO) Building <br /> (300 GPO) <br /> A <br /> •�� �G' ,,sue Pic- <br /> ,______ <br /> eanout With Frost Sleeve eanout With Frost Sleeve <br /> \ (100'Mox. Between)T,-1.0 N O R T'E'7 (100'Max. Between) <br /> 30 60 <br /> Scole71 <br /> p <br /> Proposed 1 Y (r <br /> Commercial �,..— <br /> Building <br /> (300 GPO) B--j* <br /> ,' Proposed 1 <br /> (.- Commercial <br /> Building <br /> (300 GPO) l- <br /> � — — <br /> — <br /> a <br /> P., Proposed y <br /> 6' Commercial 3 <br /> Building <br /> (300 GPO) m <br /> 0 <br /> Li w <br /> 4"PVC(ASTM 0-3034) o <br /> a_ <br /> U <br /> a <br /> n. <br /> I- <br /> SProposed <br /> Commercial <br /> Building <br /> (300 GPO) Note: Mound Basal Area& <br /> 15'Downslope To Be <br /> Protected From Surface Proposed <br /> Disturbance, Compaction, <br /> Etc. Vehicular Traffic Is Commercial <br /> Prohibited Building <br /> I (300 GPO) <br /> 97' <br /> 71E ME ir 4 <br /> I <br /> ..,9,=9- <br /> 99' ;ug`A 89 -B t25 9T <br /> ,.4 5'--- iffoloogigifliffiiiiiNEW- 1:19- <br /> ��-- 349.88' <br /> f00'B-1 <br /> 2500 Capon Septic Tank <br /> Schneider RpO' <br /> 1300 Gallon Septic Tank <br /> � 1300 Gal/on Septic Ton 115th Filter• <br /> : Rebar \ 1000 Gallon Pump Chamber <br /> E1.=100.0' 51'x 118'Mound with Three Wib_Duplex Pumps <br /> 8'x 100'Grovel Cells PVC Page 2 of 7 <br /> See Next Page For Details (ASTM 0-2665• <br />