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• <br /> • . PLOT PLAN <br /> PLUMBER'S SIGNATURE: MP/MPRSW#: DATE: <br /> CLI-ENT; ERIK& CATHERINE RANHEIM PAGE 1 OF 5 <br /> NE 1/4, SE 1/4, S 20, T 7 N, R 6 E, TOWN OF VERMONT, DANE COUNTY <br /> toCTHJ SCALE 1" =40' <br /> / ❑= 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 /> ALL TREATMENT <br /> TANKS ARE: <br /> ?5'FROM BLDG. <br /> 2'FROM LOT LINE <br /> THE AREA OF THE DRAINFIELD AND 15' <br /> 25'FROM WELL <br /> DOWNSLOPE SHALL BE UNDISTURBED. <br /> NO VEHICULAR TRAFFIC ALLOWED.NO <br /> EXCAVATION OR COMPACTION OF SOIL. 11/o <br /> BM=TOP OF 47'HIGH <br /> STEEL FENCE POST • s5.zs <br /> ELEV.=100.0' Ilia ■ 66.06' 96' <br /> 98.11' <br /> 97' <br /> 88.1 ririmwrirrip <br /> 96' <br /> 100' <br /> 1OOS8ri <br /> PROPOSED 24'x 110' <br /> AT-GRADE DRAINFIELD <br /> (LATERALS FOLLOW ORIGINAL <br /> GRADE CONTOUR OF 99.0) MINIMUM OF 1.5 FEET <br /> OF BACKFILL SOIL AS <br /> COVER OVER PIPING. <br /> NO DIPS IN PIPE <br /> 4"PVC SEWER LINE <br /> (ASTM D3034 OR EQUIV.) <br /> 1000/600 GAL.COMB. <br /> SEPTIC TANK*BY <br /> CREST <br /> BLDG.ENVELOPE <br /> • <br /> 4"PVC BLDG.SEWER-SCH 40 OR _ I <br /> ASTM D3034.FROST PROOFED AS I <br /> PER SPS 382.30(11)(c)2. I <br /> PROPOSED 0 I <br /> RESIDENCE PROPOSED WELL I <br /> 4 BEDROOMS <br /> DRIVE I <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 />