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5 \ <br /> P \ \ <br /> �j� <br /> 6'x 127'Primary Absorption Cells(6) <br /> c"... t <br /> BM=Noll in Power Pole <br /> B-1 <br /> 0_,... 1.3'Above Grade <br /> _ t7.=100.D' <br /> 4"PVC Observation Pipes (ASlb! - <br /> D-2665) 13'From End of Crone! \` ''''P <br /> 4" <br /> Cell <br /> 6'x 96'Replacement, :v a \ <br /> Absorption Cells(8) ��.. - <br /> r .�I,� ''` ,..',,s <br /> 1C• 8_4 V �Y ` <br /> '� �-� :_5A \ Y <br /> y "i4. '" \\ 1 <br /> •1 `Distribution Box <br /> Proposed <br /> Future <br /> Building 19-3 <br /> Proposed <br /> Future <br /> Building <br /> --2°PVC Force Main <br /> (ASTM 0-2665) <br /> 0 2500 Callon <br /> Pump Chamber <br /> 2000 Gallon <br /> 'y Septic Tank <br /> y ' —With Zabel Filter <br /> 2000 Gallon <br /> Proposed Church\ Septic Tonk <br /> 1826 Gal./Day `-4"PVC (ASTA,t 0-3034) <br /> 0 <br /> 2e4 <br /> o <br /> -.-71) <br /> 1 <br /> O <br /> Locate Well. <br /> >25'From Septic 9 rK.n9 LOt <br /> ptic Tonk <o Qr�yewoYlp° <br /> >50'From Absorption Systems <br /> I VOpErN <br /> 0 25 !00 <br /> Scale 1"" 50' <br /> Septic System Site Plan <br /> Grace Evangelical Church Site <br /> SE1/4, NW1/4, Section 13, T7N, R10E <br /> Town of Blooming Grove, Done County, Wisconsin <br /> Page 3 of 7 <br />