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PLOT PLAN <br /> PLUMBERS SIGNATURE: MP/MPRSW#: DATE: <br /> CLIENT: DALE D. SECHER PAGE 1 OF 3 <br /> SW 1/4, NW 1/4, S 16, T 5 N, R 9 E, TOWN OF OREGON, DANE COUNTY <br /> SCALE 1"=40' <br /> X= SOIL BORING <br /> ONE INCH <br /> IF THIS BOX DOES <br /> NOT EQUAL ONE INCH <br /> ON ALL SIDES, <br /> THEN THIS DRAWING <br /> IS NOT TO SCALE <br /> r•i• <br /> ti r.• ti 526.88' <br /> • <br /> TO"TIPPERARY RD.'S•���gM=NAIL(g 1' TREATMENT 1'IN TANKS ARE: <br /> 1171' 2'DIAM.OAK TREE <br /> ELEV.=100.0' PROPOSED DRAINFIELD 3 ?5'FROM BLDG. <br /> 4 -6'x 47'CELLS ?2'FROM LOT LINE <br /> (CELL ELEV.=87.8') 1x >_25'FROM WELL <br /> X <br /> 5 <br /> APPROVED DISTRIBUTION <br /> HEADER <br /> W/4•PVC HEADER <br /> 1 X 92' PIPE(ASTM 03034 OR EQUIV.) <br /> PROPOSED 4"PVC SEWER LINE <br /> DRIVE , 8% (ASTM D3034 OR EQUIV.) <br /> PROPOSED <br /> X RESIDENCE 1000 GAL.SEPTIC TANK* <br /> 6-s% g 3 BEDROOMS BY DALMARAY <br /> 4 <br /> X <br /> PROPOSED WELL 4"PVC BLDG_SEWER-SCH 40 OR <br /> 0 ASTM D3034.FROST PROOFED AS <br /> FUTURE REPLACEMT.AREA PER SPS 382.30(11)(c)2. <br /> 4-3'x 94'CELLS s LOT 2, <br /> CELL Na BOTTOM ELEV •r <br /> 1 96.5' 96, CSM 13826 <br /> 2 96.1' <br /> 3 95.T 2.011 ACRES <br /> 4 95.2' <br /> /4/ <br /> 253.5' <br /> LOCATION MAP <br /> 1"= 100' <br /> 526.86' <br /> I\\' <br /> tv <br /> 204 T <br /> • <br /> 'SEPTIC TANK HAS APPROVED EFFLUENT FILTER AND IS VENTED OVER THE INLET BAFFLE OR IN THE MANHOLE COVER TANK COVERS LOCATED AT <br /> OR ABOVE GRADE SHALL HAVE A LOCKING DEVICE AND REMAIN LOCKED EXCEPT FOR CLEANING,MAINTENANCE OR INSPECTION PURPOSES. <br />