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\ Page 2 of 4 <br /> Sanitary Site Plan <br /> For: Brent and Rebecca Erickson \ <br /> Parcel in Gov. Lot 2+NE1/4- SW1/4 <br /> Sec. 26 T39N-R16W Thread of RiverElev. =88.08'---, <br /> H2O on Aug. 2nd,2017= <br /> Town of Meenon -Burnett County 8625' <br /> P/L <br /> Existing Wieser 115% <br /> Concrete 750 Gal. Septic <br /> Tank to be removed. 99.78' <br /> Proposed 4"Sch. 40 PVC \ WELL Summer Kitchen o zo ♦o <br /> Bldg. Sewer Top of pipe @ \ ❑ cmphic Scale (Peet) <br /> wall=100.68' 100.68' Proposed Three �y 1 inch m +o rL <br /> Bedroom Home / <br /> Proposed Wieser Concrete 98.48' <br /> 1000 Gal.Septic Tank w/a � \ Proposed top of <br /> Tuf-tite EF6Filter �d foundation is 102.68' <br /> Existing yYi�9e�18' Shed <br /> Large White Pine Concrete 750 Gal. Septic ❑ <br /> Stump Tank <br /> 1 #2 <br /> Lot Iron #2101.1 12'x35' Camper <br /> Set in A BM l00.93o G2 c Bed <br /> Concrete MA BM#1 <br /> Elev. =101.09' D.F. Vent <br /> a 4 B #a Garage Proposed 2 Dispersal Cells first cell <br /> Proposed Infiltrator C 2 consists of 22 chambers or 90 ft. w/a <br /> Quick 4 Plus Standard S.E. of 99.30'2nd cell consists of 12 <br /> LP Chambers chambers or 50 ft. w/a S.E. of 99.25' <br /> 1 101.18, FN#6416 Note:to achieve gravity flow to <br /> Site is primarily open. 101.18, Midtown Rd tested area I slid the dispersal area <br /> Yard w/White Pine 200 ft. to the closer to the structure and used B# <br /> and Oak trees. Level Site 1,2,4+5 to determine system depth. <br /> street <br /> 1.30 Acre <br /> Parcel <br /> Elevation Data <br /> B#1 = 101.03' P/L <br /> B##2= 100.96' <br /> B#3 = 101.02' <br /> B44— 101.21' <br /> B#5 = 101.18' <br /> 100.60'existing cast iron buildging sewer. <br /> Outlet of existing septic tank= 100.20' <br /> BM=Top of Concrete Garage Floor by North Door Jamb <br /> * IMP=Same <br /> ASSUMED ELEV.= 100.00' <br /> ' =BacMoe Pit <br /> =Hand Auger <br />