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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> INDUSTRY, -. - - DIVISION <br /> LABOR AND PERCOLATION TESTS (115) P.O. BOX 7969 <br /> MADISON,WI 53707 <br /> HUMAN RELATIONS <br /> (1 LHR 83.09(1) & Chapter 145) ST-81.0— <br /> LOCATION: SECTION: TOWNSHIP/ LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> L8 � 125 /T 38 N/R 18r)W Wood River na na na <br /> COUNTY: OWNER'S/ S NAME: MAILING ADDRESS: <br /> Burnett Ralph Kirk 9009 35th Ave. N. New Hope, MN 55427 <br /> USE DATES OBSERVATIONS MADE <br /> NO,BEDRMS.: COMMERCIAL DESCRIPTION PROFILE DESCRIPTIONS: ER OLATION TESTS: <br /> yFRes.dence 3 na L-,'New UReplace 16/9/87 6/9/87 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONV E NTI O N A L: MOUND: IN-GROUNDDPRESSURE: SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM:(optional) <br /> ©S ❑U �S [_]U ©S CU ❑S ❑x U ❑S x❑'� Conventional <br /> If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the <br /> under s. ILHR 83.0915)(b),indicate: na Floodplain, indicate Floodplain elevation: ria <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 1" Dk Bn sl ts, 10" Bn csl w/gr, 49" Bn Cs w/gr. <br /> B- 1 60" 101 .30 none > 60" <br /> B- 2 84" 103.05 none > 84" 1" Dk Bn sl is 83" Bn ril s w/gr. <br /> B- 3 72" 102.35 none ) 72" 1" Dk Bn sl ts, 71" Bn med-c s w/gr. <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. PERIOD, i <br /> PERIOD2 PERIOD 3 PER INCH <br /> p- 1 Pnn 111� 10 3 3/8 <br /> VP- 2 8" none 10 <br /> - <br /> p. n <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 99.50 <br /> L4 411, wood <br /> Bore, hole <br /> tit •- Perc, tebf <br /> a ea�M 0 g" cim 0h JUrJ. <br /> FbMG 1,0°6 O- a hor116 .Ite oFAa-iii,44,1q <br /> FSI �20°l0 _ I sid ek, loo.00 <br /> � - - � >(vi5 [�1 SUIfubIG 4rGv <br /> tN <br /> SPI i Y <br /> r <br /> I19' <br /> P g 005. Jr2ptic, tanL must be Mi/1 2-S' <br /> I ^' from Will , rniA 5o' from �{Ppt��� <br /> I , <br /> Pomp {cu�.k,required, to d rain Odl <br /> i-�a$3�1 <br /> r <br /> fir(, i <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 (prior) ITESTS WERE COMPLETED ON: <br /> Joan E. Daniels 6/9/87 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> Box W Siren, Wi 54872 3431 715-349-5364 <br /> CS �SIG`N—AT/UREy <br /> (��' `- <br /> DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester, L� <br /> DILHR-SBD-6395 (R. 10,/83) —OVER -- <br />