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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.RELyAI IONS <br />r_—, T -} Al 0LHR 83.09(1) & Chapter 145) <br />LOCATION: <br />SECTION: <br />TOWNSHIPMK)M9 RJ4XD0}5 : <br />LOT NO.:BLK. <br />NO.: <br />SUBDIVISION NAME: <br />�4 1/ <br />2 /T 40N/R 16Lx QWW <br />Oakland <br />na <br />na <br />na <br />COUNTY: <br />OWNER'S/BUYER'S NAME: <br />MAILING ADDRESS: <br />Burnett <br />I Penny King Gull Lake Resort <br />Rt. 1 Box 430 Danbury,WI 54830 <br />VN 1 CJ voJC n V M 1 1 Ivo Iv <br />1PROFILE DESCRIPTIONS: PERCOLATION TESTS: <br />8/28/87 8/28/87 <br />CONVENTIONAL <br />EDRMS.: <br />COMMERCIAL DESCRIPTION:ce <br />HOLTNGECOMMENDED <br />172 <br />©S �U <br />OBSERVED <br />❑New ERepface <br />B- 1 <br />72" <br />na <br />none <br />VN 1 CJ voJC n V M 1 1 Ivo Iv <br />1PROFILE DESCRIPTIONS: PERCOLATION TESTS: <br />8/28/87 8/28/87 <br />CONVENTIONAL <br />MOUND: <br />I S ❑U <br />IfV-GROUND-PRESSURE: SYSTEM -IN -FILL <br />E]S ❑U [:]S 0U <br />HOLTNGECOMMENDED <br />SYSTEM: (optional) <br />onventional system <br />©S �U <br />OBSERVED <br />__ <br />B- 1 <br />72" <br />DESIGN RATE: <br />If Percolation Tests are NOT required na � If any portion of the tested area is in the na <br />under s. ILHR 83.09(5)(b), indicate: Floodplain, indicate Floodplain elevation: <br />PROFILE DESCRIPTIONS <br />BORINGS <br />NUMBER IDEPTH <br />TOTAL <br />IN, <br />ELEVATION <br />DEPTH TO GROUNDWATER <br />-INCHES <br />CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH <br />TO BEDROCK IF OBSERVED ISEE ABBRV, ON BACK.) <br />OBSERVED <br />EST. HIGHEST <br />B- 1 <br />72" <br />95.10 <br />none <br />> 72" <br />3" Dk bn med s zi, 69" Bn med s. <br />B- 2 <br />90" <br />96.65 <br />none <br />> 90" <br />2" Dk Bn med s ts, 89" Bn med s. <br />IB_ 3 <br />63" <br />94.60 <br />none <br />> 60" <br />13" Dk Bn med s ts, 60" Bn med s. <br />B- <br />P- <br />B- <br />P - <br />B - <br />PERCOLATION TESTS <br />TEST <br />.NUMBER <br />DEPTH <br />INCHES <br />WATER IN HOLE <br />AFTER SWELLING <br />TEST TIME <br />INTERVAL -MIN. <br />PERIOD 1 <br />DROP IN WATER LEVEL -INCHES <br />PERIOD 2 <br />RATE MINUTES <br />PERIOD 3 PER INCH <br />P-. 1 <br />25" <br />none <br />'' <br />P- 2 <br />P- 3 <br />44" <br />19" <br />— <br />none_ <br />none <br />10 <br />10 <br />16" <br />" <br />" <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 93.00 <br />4m i <br />* 35 <br />in HAS <br />0 r <br />Z bdrpn 11 <br />Lf!i <br />T3' <br />o? !1, * <br />�i _ ,�3' J <br />Cabin served by joint <br />water system. X50 from <br />suitable area. <br />Bore hole <br />• - Perc test <br />O- BM top of nail & tape <br />10" oak <br />Ass'd ele 100.00 TN <br />I ' 7 410 Sq ft suitable area <br />� 1 <br />NOTE: Well must min 25' from septic <br />tank & min 50' from drain field. <br />83 <br />7q0' 40 Gol LAICG <br />1, 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 data recorded and the location of the tests are correct to the best of my knowledge and belief. <br />NAME (print): NESTS WERE COMPLETED ON: <br />Joan E. Daniels 1 8/28/87 <br />I=. <br />DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. <br />DILHR-SBD-6395 (R. 10/83) — OVER — <br />ERTIFICATION NUMBER: PHONE NUMBER <br />3431 715-349-55- <br />SAT SIGNATURE: . ��-/'�/�� <br />