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PLOT PLAN . •PLUMBER'S SIGNATURE: . MP/MPRSW#: DATE: <br /> CLIENT: ERIC&CAROLANN NELSON ' PAGE 1 OF 6 <br /> NW 1/4, NW 1/4, S 20, T 5 N, R 9 E, TOWN OF OREGON, DANE COUNTY r—'" <br /> . SCALE 1" =40' I <br /> 0=SOIL B013 <br /> ,..* <br /> ti -+ -ONE INCH <br /> `C IF THIS BOX DOES <br /> O NOT EQUAL ONE INCH <br /> 4. ON ALL SIDES, <br /> THEN THIS DRAIMNG <br /> 4 . 113.25' IS NOT TO SCALE <br /> O SHED <br /> SHED WELL PROPOSED ALL TREATMENT <br /> TANKS ARE: <br /> GARAGE �5'FROM BLDG. <br /> li" ?2'FROM LOT LINE <br /> DRIVE PROPOSED ?25'FROM WELL <br /> 0 <br /> m4 RESIDENCE <br /> K 3 BEDROOMS VENT FOR LIFT <br /> 0, STATION IS <br /> • / r CABIN <br /> ?10'FROM ANY <br /> / no plbg. / DOOR,WINDOW <br /> / OR FRESH AIR <br /> 4"PVC BLDG.SEWER-SCH40OR . INTAKE <br /> / ASTM 03034.FROST PROOFED AS MI <br /> / PER SPS 382.30(11)(0)2. <br /> --4 SW 1/4,SW 1/4,S17 <br /> — — — <br /> \ 1/4,NW 1/4,S20 FUTURE GREENHOUSE 1000/600 GAL.COMB. <br /> \ SEPTIC TANK'BY <br /> \ DALMARAY <br /> • <br /> \ 140'OF 3"PVC, <br /> \ SCHED 40 FORCE MAIN m <br /> ti <br /> \ PROPOSED 21.25'x 58' <br /> MOUND DRAINFIELD <br /> using Ejen Units <br /> \ , (CELL ELEV.= 98.15') <br /> ,z1-. \\ 0 <br /> \ 2% <br /> \ \ ,,1 <br /> LOT 1, '9;,\ \% <br /> CSM 14606 . \ <br /> '1 ACRE ; I1 <br /> 'Qe\ <br /> 4 • <br /> 3 , <br /> \ Y'r.' : T 96' <br /> THE AREA OF THE DRAINFIELD AND 15' —` <br /> DOWNSLOPE SHALL BE UNDISTURBED. \ <br /> . NO VEHICULAR TRAFFIC ALLOWED.NO \ BM=NAIL 2'I <br /> EXCAVATION OR COMPACTION OF SOIL 24" DIAM.TREE <br /> • \ ELEV.=100.0 <br /> :\ , <br /> I \ <br /> \ <br /> 'SEPTIC TANK HAS APPROVED EFFLUENT FILTER(OR LIFT STATION HAS S/M/IECH MODEL STF-100 OR EQUIV.)AND IS <br /> VENTED OVER THE INLET BAFFLE OR IN THE MANHOLE COVER.TANK COVERS LOCATED AT OR ABOVE GRADE SHALL <br /> HAVE A LOCKING DEVICE AND REMAIN LOCKED EXCEPT FOR CLEANING,MAINTENANCE OR INSPECTION PURPOSES. <br />