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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS <br /> INDUSTRY, DIVISION <br /> LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 <br /> HUMAN RELATIONS <br /> (I LHR 83.0911)&Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:BLK.NO.: SUBDI VISION NAME: <br /> 1Y4 1Y 33 IT41NIR16EwoW Swim Townah-ip pc C. ov. L t 5 <br /> COUNTY: MAI LING ADDRESS: <br /> BuAnett Winaton 6 Peggy Rodacken 1 850 Know2eh Ave. N. New Richmond, (VI 54017 <br /> USE DATES OBSERVATIONS MADE <br /> NO.BEDRMS.: COMMERCIAL DESCRIPTION: A T <br /> ®Residence 2 ---------- ❑New FOReplace, Aug. 5, 1992 Aug. 5, 1992 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> ❑X S ❑U ❑X S ❑U ©S ❑U EIS U I EIS ❑X U Conventtonat <br /> If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the <br /> under s. ILHR 83.0915)(b),indicate: II Floodplain, indicate Floodplain elevation: NIA <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL P H TO GR UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATION OBSERVED EST.HINH—EST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 6- 1 72" 101 . 1 None >72" <br /> 0-611 Dk Bn Pte; 6"-2911 R med. e; 2911-7211 Bn me .1s <br /> B- 2 7211 100.9 None >7211 0-51' Dk Bn s; 51'-3111 R med. a; 3111-72" Bn med. h <br /> 13 3 72" 101 .5 None >7211 0-511 Dk Bn P.a; 511-3711 R med. .5; 37"-72" Bn med. b <br /> B- <br /> 13- <br /> PERCOLATION TESTS <br /> TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD1 PERIOD 2 PERIOD 3 PERINCH <br /> P1 2611 None 5 2 318 2 5/16 2 3116 2 <br /> P1 24" None 5 2 5116 2 1/4 2 1116 2 <br /> P3 3111 None 5 2 7116 2 318 2 114 2 <br /> P- <br /> P- <br /> P- <br /> PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- <br /> zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent <br /> of land slope. <br /> SYSTEM ELEVATION 98.9 Scate 111=401 except where noted. <br /> - I --1 — <br /> 1- - - _ <br /> i � I <br /> mound <br /> 4 61 bp1, (VeE� Eca6� * Lahe <br /> _._ t <br /> TN <br /> , <br /> P3 A B3 <br /> 0 biBli - <br /> < --- ----------- P1 ---------L---A 1070'- ------ - -------- +---(----> , <br /> BM=11001.0 Benchmahk� HRP 6 VRP, bottom of aiding. <br /> Bo} ing _ <br /> (oPc _ r <br /> I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and s specified in the Wis��n,yy <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. ��,So�EfiWeSrS>�. <br /> NAME (print): TESTS WERE COMPLETED ON: <br /> Glade Rubahotm Auguat 5, 1992 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER optional): <br /> 24702 LInd Road P.D. tW 514 S-iAen, W1 54872 3583 (715)349-7286 <br /> CST�SIGNATURE: <br /> DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. <br /> DILHR-SBD-8395(R. 10/83) —OVER — <br />