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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> INPUSTHY,LABOR'AN PERCOLATION TESTS 115 DIVISION <br /> LABOR'AND r 1 P.O. BOX 7969 <br /> HUMAN RELATIONS \ / MADISON,WI 53707 <br /> (ILHR 83.09(1) & Chapter 145) <br /> LOCATION: SECTION: TOWNS HIP/Mjdb&f_Ad;i� LOT NO.I_K.NO.: SUBDIVISION NAME: <br /> 1/4 1/4 36 /T 38111/1118E (or W Wood River Township1. E 1 4 NE 1 4 V T <br /> COUNTY: MAILING ADDRESS: <br /> Burnett Gary Marek 10601 Silver Lake Road Grantsburg,WI 54840 <br /> USE DATES OBSERVATIONS MADE <br /> 133 NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: R LATION TESTS: <br /> 1=Hiesidence 3 -----------_— ❑New ®Replace Sept. 11.1991 $eot. 11,1991 <br /> RATING: S=Site suitable for system U=Site unsuitable for system <br /> CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> ❑S ❑X u ©S ❑u ❑S au ❑S Du ❑S ©u Mound <br /> If Percolation Tests are NOT re wired DESIGN RATE: <br /> 4 If any portion of the tested area is in the <br /> under s. ILHR 83.0915)Ibl,indicate: Floodplain, indicate Floodplain elevation: <br /> PROFILE DESCRIPTIONS <br /> BORING TOTALPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH <br /> NUMBER DEPfH IN, ELEVATIGN OBSERVED EST. HIGHE TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 0-10" Dk Bn Is; 10"-19" Bn Is; 19"-31" Bn is w/R <br /> B- 1 38" 98.3 None 19" mot cmd; 31"-38" Gy c w/R mot cmd <br /> - D Bn s; -19" Bn Is; 19"-35" Bn is w R mo <br /> B- 2 44" 98.1 None 19" cmd; 35"-44" Gy c w/R mot aTd <br /> B_ 3 47" 98,7 None 25„ 0-10" Dk Bn Is; 10"-25" Bn Is; 25"-37" Bn is w/R <br /> "-47" Gy c w mot cmd <br /> B- 4 41" 98.2 None 12„ 0-9" Dk Bn Is; 9"-12" Bn Is; 12"-23" Bn is w/R mo <br /> cDd• 23"-41" Gy c w/R mot cmd <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 1 PERIOD R PER INCH <br /> P1 15" None 10 1 1/16 <br /> P2 15" None 10 <br /> P3 15" None 10 <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 100.2 scale 1"=40' except where noted <br /> Sil erkak& ;Road - <br /> ^ - ------ ---r----- ----------- Approx. 330'--�---- -- ------- <br /> L---------- --r - -- <br /> - o . <br /> CN <br /> B4 <br /> X misting l <br /> -..87-8 <br /> House <br /> _ IN <br /> CD age; <br /> � µ <br /> r <br /> BM <br /> Approximately 5 acres <br /> io <br /> P3 AB3 <br /> BM=100.0 Benchmark <br /> , Bpttom of siding <br /> l .0�2 o Boring , °Pere <br /> jpB2 I Pp6B1 <br /> V <br /> I, th 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): TESTS WERE COMPLETED ON: <br /> Wade Rufsholm September 11,1991 <br /> ADDRESS: CERTIFICATION NUMBER: PHONEN UMBER(optional): <br /> 24702 Lind Road P.O. Box 514 Siren WI 54872 3583 (715) 349-7286 <br /> CST SIGN TUBE: <br /> DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. <br /> DILHR.SBD-6395(R, 113/831 —OVER — <br />