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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 /> (ILHR 83.0911) & Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> '/ '/ 20 /T 011115E (or Jackson town ht ce. w 1/4 SE 1/4 <br /> COUNTY: MAILING ADDRESS: <br /> BuAnett J. E. HenAtch 176 Cam be Pt Street PAe.acott, w1 54021 <br /> USE DATES OBSERVATIONS MADE <br /> ROEMMM DESCRIPTION �� PROFILE NS: R ATION TESTS: <br /> F(I - ------- ❑New 136Replace <br /> pAtK 18, 1, ApAit 18, 1992 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDIINNG TANK:RECOMMENDED SYSTEM:(optional) <br /> ®S ❑U ®S ❑U 2S ❑U 10 EJU ❑S ©U I Conventionat <br /> If Percolation Tests are NOT required DESIGN RATE: <br /> Q If any portion of the tested area is in the NSA <br /> under s. ILHR 83.09(5)(b),indicate: Floodplain, indicate floodplain elevation: <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL D PTH 70 GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATIGN OBSERVED T. HE TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> B- 1 72" 96.2 None >72" - D Bn ; 8"-15" Bn ; 1611-7211 n med. 6 <br /> B_ 2 72" 96.6 None >72" <br /> 0-8" Dk Bn Pia; 9"-17" Bn ?ZS; 18"-72" Bn med. 6 <br /> B- 3 72" 96. 1 None >72" 0-8" Dh Bn L6; 9"-15" Bn tz; 16"-72" Bn med. h <br /> B- <br /> B- <br /> B- <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 PER INCH <br /> P-1 24" None 5 2 1 8 2 1116 1 15116 3 <br /> p-2 49" None 5 2 114 2 118 2 3 <br /> P- P3� ane 5 2 1116 1 75116 1 718 3 <br /> P- <br /> P. <br /> P_ <br /> PLOTPLAN: 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 94.2 Scate 1" = 40' except wheite noted. <br /> _ - i App)Oximatety 70 Aci ezl <br /> P 0 N D P3 XB3 <br /> B2 <br /> P2 <br /> h°Pi <br /> 61 <br /> ------------------ - -.- ---Appnax: 1050'-------------- -------- <br /> � weze <br /> BM ,= 100.0 SenchmaAk, HRP 9 VRP, 'Bottom ob hiding. n <br /> __ ,d Boning <br /> ° ,PeAc sr <br /> � v <br /> I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methodsspecified 'n the Wisconsin <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. 9.3 <br /> NAME(print): TESTS WERE COMPLETED ON: Z <br /> Wade Rubhhotm ApAit 18, 1992 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 24702 Lind Road P.U. Box 514 S Aen, 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 />