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DEPARTMENT OF REPORT ON SOIL_ BORINGS AND SAFETY & BUILDING: <br />INDUSTRY, _ DIVISION <br />LABOR AND PERCOLATION TESTS (115) P.O. BOX 796-, <br />HUMAN RELATIONS _ MADISON, WI 5370; <br />(I LHR 83.09(1) & Chapter 1451 nfl - IF' <br />GovIt <br />LOCATION: SECTION: TOWN SHIP/kffi0J0MR&bdjEX: OT NO.: BLK. NO.: SUBDIVISION NAME: <br />1/4 1/ 25 /T38 N/R183L►w Wood River 1 3 n I na <br />u <br />tt I Neil Miller <br />Rt. 1 Box 1623 <br />NO. BECOMMERCIAL DESCRIPTION <br />©Residence 3 3 na LiNew ❑Replace <br />Hudson, WI 54016 <br />DATES OBSERVATIONS MADE <br />PROF[ LE D S R T NS:LATION TESTS: <br />8/20/87 8/20/87 <br />RATING: S- Site suitable for system U= Site unsuitable for system <br />ONVENTIONAL MOUND: IN -GROUND -PRESSOR : S STEM-IN-FILLMS <br />ING TANK: RECOMMENDED SYSTEM: (optional) <br />© S ❑U S ❑U E S ❑U S DU x]U Conventional <br />DESIGN RATE: <br />Fulfr"Ider <br />Percolation Tests are NOT required If any portion of the tested area is in the s. ILHR 83.09(5)(b), indicate: na Floodplain, indicate Floodplain elevation: na <br />PROFILE DESCRIPTIONS <br />BORING <br />NUMBER <br />TOTAL <br />DEPTH IN. <br />ELEVATION <br />DEPTH TO GROUNDWATER <br />NATO LFVEL-INCHES <br />PERI D2 P <br />-INCHES <br />CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH <br />TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) <br />OBSERVED <br />EST. HIGHEST <br />B- 1 <br />78" <br />97.05 <br />none <br />3611 <br />> 78" <br />1111 Dk Bn sl, <br />1111 <br />Bn f sl, <br />5611 R-Bn c <br />s w/gr. <br />B. 2 <br />7211 1 <br />97.00 <br />none <br />P- <br />7211 <br />911 Dk Bn sl, <br />1211 <br />Bn f sl, <br />511, R-Bn c s <br />w/gr. <br />g_ 3 <br />8411 <br />97.70 <br />none <br />> 8411 <br />811 Dk Bn sl, <br />1911 <br />Bn f sl, <br />5711 R-Bn c s <br />w/gr. <br />B-4 <br />go" <br />98.15 <br />none <br />7 9011 <br />1511 Dk bn sl, <br />2111 <br />Bn f sl. <br />54" R-Bn c <br />s w/gr. <br />B-5 <br />9611 <br />1 98.80 <br />none <br />i 9611 <br />1011 Dk Bn sl, <br />1511 <br />Bn f sl, <br />7111 R-Bn c <br />s w/gr. <br />B - <br />PERCOLATION TESTS <br />TEST <br />NUMBER <br />~1 <br />DEPTH <br />INCHES <br />WATER IN HOLE <br />AFTERSWELLING <br />TEST TIME DROP IN <br />INTERVAL -MIN. PER of <br />NATO LFVEL-INCHES <br />PERI D2 P <br />RATE MINUTES <br />PER INCH <br />P <br />3711 <br />_ none <br />5 31 <br />3 1/8 16 <br />2 <br />P_ 2 <br />3611 <br />none <br />5 321 <br />34 3 1/8 <br />2 <br />P- 3 <br />4311 <br />none <br />5 3 1/16 <br />34 31 <br />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 ho <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 perce <br />of land slope. <br />