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DEPARTMENT OFREPORT ON SOIL BORINGS AND SAFETY& BUILDINGS <br /> INDUSTRY, DIVISION <br /> LABOR AND PERCOLATION TESTS (115) P.O.MAOIBOX <br /> HUMAN RELATIONS <br /> (I LHR 83.09(1) &Chapor 145) <br /> LOCAT SECTION: TOWNSHIP' OT NO.:BLK NO.: SUBDIVISI NAME: <br /> SE '/ SN Y 7 /T 8 N/R 15 ori W LA FOLLETTE <br /> COUNTY: MAILIN13ADDR S : 715-442-2805 <br /> BURNETT ALLCE J. BIGNELL RT.1 B.. 138A STOCKHOLM, NI 54769 <br /> USE DATES OBSERVATIONS MADE <br /> NO.BED 1COMMERCIAL DESCRIPTION: ll��ll,',' 79"ILE-D73 PERCOLATION TESTS: <br /> Residence 2 N/A Ey4.. ❑Replace 104-25-1994 04-25-1994 <br /> RATING:S=Site suitable for sy em U-Site unsuitable for system SAL <br /> ONVENT NAL: MOUND: -GROUND-PRESSURE: SYSTEM-1 N-F I LLOLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> ®S ❑U ®S U ®S ❑U ®S ❑U ❑S ®U CONVENTIONAL BED — 12' x 40' <br /> If Percolation Tests are NOT mot ired DESIGN RATE: If any portion of the tested area is in the - <br /> under s. ILHR 83.09(5)(b),indicate: N/A Floodplain, indicate Floodplain elevation: NSA <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL DEPTH TO GR UN DWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATION OBSERVED EST.797H—EST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> B- 1 72 95.0' NONE >72 0-6" B1 all, 6-72" Bn is <br /> B- 2 76 95.25 NONE >76 0-6" B1 sl, 6-76" Bn is <br /> B- 3 74 95.171'. NONE >74 0-6" B1 sl, 6-74" Bn is <br /> B- 4 73 95.0' NONE >73 0-6" Bl sl, 6-73" Bn is <br /> B- 5 75 95. 17 NONE >75 0-6" B1 sl, 6-75" Bn is <br /> B- 6 96 95.25 NONE >96 0-7" B1 al, 7-96" Bn is <br /> PERCOLATION TESTS <br /> TEST DEPTH WATER Ill HOLE TEST TIME DROP IN WATER L V -IN H S RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERI D 1 - P RI D PER INCH <br /> P- <br /> P- 2 39 NONE 3 1.1 1.0 .9 3 <br /> P- 3 38 NONE 3 1.1 1.0 .9 3 <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 92.0' <br /> -.— -- ---- �BD• <br /> S. L1_. -_I. 9 ___ _ 1 --} -- - -�--- - -- � - --- - --- --- 32(' -- <br /> - - - ( 133 _ -- - <br /> BN HO Z. ! RP EL. 160 1 - r ---- T <br /> j{ - <br /> NA L I BRC TF EE } I I , -< P <br /> -- B_ SO L_ ORI G_ 1 1 -- --- - - <br /> -- I _ g <br /> - �. .. 6 ti <br /> P PE C ES S -. i _) 1 2 , <br /> WE L 0 BE >50' ;ROP SU TA LE AREA f j <br /> - --- -- -_. t ------ — -- ----- -—- <br /> .[P -BI,SF <br /> IS R N6 OOVY <br /> U <br /> _. _ __AK RO_D -- <br /> I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified In the Wisconsin <br /> Administrative Code,and that the c ata recorded and the location of the tests are correct to the best of my knowledge and belief. <br /> NAME(print): TESTS WERE COMPLETED ON: <br /> RN STRAIRMT, -26-1994 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBERI-- <br /> CST SIGNATURE: <br /> DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. <br /> DILHR-SBD-6395 (R. 10/83) OVER — <br />