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Page 2 of 6 <br /> Middle McKenzie Late <br /> OHWM=—60.54' <br /> 0 30 b <br /> c.ree ate.IrW <br /> t lml � b M1 <br /> Sanitary Site Plan <br /> For: Daniel& Elizabeth Brudos Woa-aa Base <br /> Parcel in Gov. Lots 4+5 <br /> Sec.24 T40N-R14W <br /> Town of Scott-Bume"County three Bedroom P/L <br /> Cabin <br /> •V LL <br /> Unable to locate existing septic tank #2 <br /> BM <br /> P/L <br /> Proposed 4-SDR 35 Building <br /> Sewer constructed of 4"bosul-Seal Pipe Open Yard <br /> 10"Diam. R-Valueof 22 <br /> Proposed Huf mit Concrete <br /> Esirnng D.F. 1000/600 Combination tank <br /> ,,,n w1a Best OF-IOEfJluent Filter <br /> 1.52Acres <br /> Proposed 2"Sch. 40 Force Main <br /> Proposed 3 Dupemal Cells 3's 45' <br /> caumunedofl hltmtor Quick 4 <br /> Standard-WChanbers. <br /> Upslope Cell S.E.=95.40' >10Y. <br /> Center Cell S.E. =95.00' Wooded Slope <br /> Downslope CeII SB =94.50' Note: Verify P/L <br /> 983 IB z <br /> Driveway Cut into the Bank <br /> 96.53' <br /> 19 p A BM <br /> 8 3 4.5% <br /> 97.42' <br /> 99.00' <br /> Found Lot Iron 97.00' 98.00' <br /> d-Cut <br /> F7V#1170 Ran <br /> Roberts Road <br /> AL BM= Nail w/Red Flag in 16" DBH Oak <br /> * EIRP=Same <br /> ASSUMED ELE V.= 100.00' BM#1= Top of Concrete Stoop S.E. Comer Elev. = 70.76' <br />