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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> INDUSTRY, DIVISION <br /> P.0 BOX 76 <br /> LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 <br /> HUMAN RELATIONS <br /> Gov. Lot 1 (ILHR 83.0911) & Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP I OT NO.:BLK NO.: SUBDIVISION NAME: <br /> NW 1/4 SW 1/4 26 /T38 N/R 15&/dr)w LaFollette na a a <br /> COUNTY: MAI LING ADDRESS: <br /> Burnett Clare Lidel Rt, 3 Frederic, WI 54837 <br /> USE DATES OBSERVATIONS MADE <br /> NO.BEDRMS.: COMMER IAL DESCRIPTION: A I TS: <br /> ❑Residence <br /> na 40 site existing ❑New ®Replace 4/7/89 4/7/89 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSLIRE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM:(optional) <br /> ®S ❑U Els ❑U ❑x S ❑U [:]S ©U ❑S E]U Conventional w/lift pump <br /> A�I P1T.,tTeS <br /> If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the <br /> under s. ILHR 83.091511b1,indicate: na Floodplain, indicate Floodplain elevation: na <br /> PROFILE DESCRIPTIONS <br /> BORING TOTALP H TO GROU!,DWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN. ELEVATION OBSERVED T TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> -9 dk bn sl ts, tmsg, 9-20 bn sl tmsg, 20-38 bn c <br /> B- 1 78 101 .05 none > 78" s w/gr 2c sbk, 38-78 bn f s w/dk bn i pockets f s. <br /> -9 dk bn sl is 1msg, 9-24 bn sl 1msg, 24-50 bn c <br /> B- 2 82 100.85 none > 82n 9 2c sbk,50-63 bn f s 1msg, 63-82 bn c s w/gr 2c stk. <br /> B- 3 84 101 .35 none > 841, -9 dk bn sl is 1 msg, 9-17 bn sl 1 msg, 17-31 bn <br /> w/ar 2csbk 1-84 bn sl 2 msbk w/few dk bn i <br /> ockets f s 2f sg. <br /> B- <br /> B- 4 91 100.85 none �91" -9 dk bn sl is 1 msg, 9-14 bn s 1m sg, 14-27 bn c <br /> w gr 2c sb , 27-36 R bn sl 2m sbk w i pockets f <br /> B- f sg, 36-91 bn sl 2 2m sbk. <br /> PERCOLATION TESTS <br /> l EST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES <br /> i NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERI D2 P R PER INCH <br /> P. 1 32 none 10 na na na 3 <br /> P. 2 30 none 10 na na na <br /> P. 3 36 none 10 na na na <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 98.35 <br /> _ B Q�T_;— 2 B2 41 BP4-tlop of nail in 28" <br /> P ! Nclrw,ay_Fine_ ass'd ele <br /> suitable' 1 100.00 <br /> area , <br /> 0 Bore hole w/back hoe <br /> • Pero test <br /> ( Septic and pump tanks in Campground <br /> area. <br /> B <br /> 0 25Y`s T — - — - � B1 <br /> ' nts <br /> BM <br /> 9 ' nts <br /> l � l <br /> ...__ ga' e ampg.fr.ound _ .. . . <br /> n s W <br /> I, the undersigned, ereby 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 data 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 /> Joan E. Daniels 4/7/89 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> PO Box 316 Siren, WI 54872 3431 715-349-5533 <br /> CST SIGNATUR <br /> DISTRIBUTION: Ongmal and one copy to Local Authority,Property Owner and Soil Tester. <br /> �p$39$IR. 10/83) — OVER — <br />