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. ' PLOT PLAN' <br /> • <br /> • PLUMBER'S SIGNATURE; MP1MPRSWaY: DATE: <br /> CLIENT:ROBERT&KATHRYN SWITZKY PAGE 1 OF 6 <br /> NE 114, SW 114, 8 22,T 5 N,R 9 E, TOWN OF OREGON,DANE COUNTY <br /> - 'LE1"=50' <br /> X @ SOIL BORI P <br /> I---oNE NCR—•-f <br /> IP THIS LINE DOES <br /> NOTE UAL ONE INCH <br /> THEN THIS DRAWING <br /> 18 NOT TOBS> <br /> • <br /> ALL TREATMENT <br /> TANKS ARE: <br /> 25'FROM BLDG. <br /> 22'FROM LOT LINE <br /> 225 FROM WELL <br /> VENT FOR IJFT <br /> C T H "A" R/W <br /> STATION IS <br /> �-- 2t0 FROM ANY <br /> _-"��, DOOR,WINDOW <br /> OR FRESH AIR <br /> INTAKE <br /> LOT 1, <br /> CSM 13841 <br /> 8.067 ACRES <br /> LOCATION MAP N <br /> 1"=200' <br /> PROP. <br /> REeO. <br /> PROP. <br /> ATGRADE <br /> 1258 GAL.S C�AN�• <br /> BY MEAD � T'z�rt��,, <br /> 4"PVC Bldg.sewer-SCH 40 o <br /> $ ASTM D3034.Frost proofed e: <br /> ® <br /> per$P8 382.30(11)(c)2. <br /> PROPOSED <br /> RESIDENCE <br /> 800 GAL LIFT STATION BY MEADS 4 BEDROOMS <br /> THE ARFA OF THE DRAINFIEW AND 15 ('P PVC CONNECTION TO SEp1O TANK j <br /> DOWNSLOPESHALL BE UNDISTURBED. ATM D // <br /> NO VEHICULAR TRAFFIC ALLOWED.NO <br /> EXCAVATION OR COMPACTION OF SOIL PROTECTED <br /> FROM CRUSHING AND <br /> 4 FREEZING BELOW DRIVE <br /> rr 3 ^ PROPOSED 28'x 122.5' <br /> AT-GRADE DRAINFIELD <br /> ik PR QSED <br /> r^' (LATERALS FOLLOW ORIGINAL WELL <br /> / / <br /> /1 - DE CONTOUR OF I08.0) <br /> /ta tiL 240'OF 3"PVC, <br /> .�jgF , SCHED 40 FORCE MAIN PROPOSED • <br /> y� 1-OP ONLY• URNS <br /> Y NO FLOWBACK <br /> NgNMAUM OF 1.5 FEET - + <br /> OF BACKFILL SOIL AS 1 <br /> COVER OVER PIPING. <br /> NO DIPS IN PIPE <br /> ,e Ile PROPOSED SHED <br /> Or <br /> 8M•TOP OF <br /> ON STAKE <br /> ELEV.•100.3 <br /> 'SEPTIC TANK HAS APPROVED EFFLUENT FILTER AND IS VENTED OVER THE MET BAFFLE OR IN 7NE MANHOLE COVER TANK COVERS LOCATED AT <br /> OR MOVE GRADE SHALL HAVE A LOCKING DEVOE MO REMAIN LOCKED EXCEPT FOR CLEANING,MAINTENANCE OR INSPECTION PURPOSES. <br />