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• ,r..... • • • ■l■\ ' <br /> AMER'S SIGNATURE: MP/MPRSW#: DATE: <br /> LIENT: PETER JOHNSON PAGE 1 OF 1 <br /> SE 1/4, NW 1/4, S 35, T 7 N , R 10 E , TOWN OF BLOOMING GROVE, DANE COUNTY <br /> SCALE 1" = 30' <br /> 0= SOIL BORING <br /> "r--ONE INCH--■_____. IF THIS BOX DOES <br /> NOT EQUAL ONE INCH <br /> \w] ON ALL SIDES, <br /> THEN THIS DRAWING <br /> LOT 144, IS NOT TO SCALE <br /> APRIL HILLS - 1ST ADDITION <br /> ALL TREATMENT <br /> TANKS ARE: <br /> Z5'FROM BLDG. <br /> ?2'FROM LOT LINE <br /> ?25'FROM WELL <br /> 119.94' <br /> UTILITY EASEMENT VENT FOR LIFT <br /> -------------------FFFOPO —� STATION IS <br /> WELL 0 1 ?10'FROM ANY <br /> or locate well>50 1 DOOR,WINDOW <br /> from mound incl. 1 OR FRESH AIR <br /> PROPOSED 1 I neighbor's POWTS 1 INTAKE <br /> 73 DRIVE _ or joint well w/ \ <br /> D PROPOSED water service>10' \ <br /> Z RESIDENCE from mound&tanks, \ PROPOSED TWO CELL <br /> 4 BEDROOMS and not pefroy \ -- MOUND DRAINFIELD <br /> 7C _ downslope from \ w <br /> Z `_ drainfield ; .g, (CELL ELEV.SHOWN) <br /> _ _ \ <br /> 0 --1-- 101.5' <br /> O \ <br /> D - <br /> ✓ 3 ELL#1-:x38' ELEV.102.3' <br /> 0 , 101' <br /> Xi -HELL#2-8 7.5' ELEV.101.9--'- --100.5' <br /> * ./ <br /> -/:--..........- -- ........-.....--- <br /> ra.66-111 <br /> 145.52' 100' <br /> 4% <br /> BM=TOP OF <br /> 4"PVC BLDG.SEWER-SCH 40 OR IRON PIPE <br /> ASTM D3034.FROST PROOFED AS 50'OF 2"PVC, ELEV.=100.0' <br /> PER SPS 382.30(11)(c)2. SCHED 40 FORCE MAIN <br /> COMB.TANK BY DALMARAY THE AREA OF THE DRAINFIELD AND 15' <br /> 1000/300 GAL.SEPTIC TANK" <br /> NO SHALL BE UNDISTURBED. <br /> 750 GAL LIFT STATION NO VEHICULAR TRAFFIC ALLOWED.NO <br /> EXCAVATION OR COMPACTION OF SOIL <br />