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DEPARTF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS <br /> PNDUSTRY,RY, - DIVISION <br /> LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 <br /> 7969 <br /> HUMAN RELATIONS <br /> (I LHR 83.09(1) & Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> NE 1/4 NE 1/4 22 /T40 N/R 14EIor Scott Tow"hip <br /> COUNTY: MAILING ADDRESS: <br /> Burnett Ralph Lumley 1875 County Road A SpooneA,wl 54801 <br /> USE DATES OBSERVATIONS MADE <br /> NO.BEDRMS.: COMMERCIAL DESCRIPTION: PR N : PERCOLAT TESTS: <br /> ®Residence 4 ------------ ❑New Replace Feb. 4, 1993 Feb. 4, 1993 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSURES STEM-IN-FILL OLDI NG TANK:R ECOMMENDED SYSTEM:(optional) <br /> FIS ❑U Els ❑U ®S ❑U ❑S EU ❑S DU I Conventionat <br /> If Percolation Tests are NOT required DESIGN RATE: If any y portion of the tested area is in the NSA <br /> under s. ILHR 83.09(5)(b),indicate: Floodplain, indicate Floodplain elevation: <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL D P H TO GROUP DWATER-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 /> 0-6" Dh Bn Zs; 6"-19" Bn tt; 19"-76" Bn med. 5 <br /> B- i 76" 98.3 None >76" <br /> 0-6" Dk Bn h; 611-17" Bn ; 17"-74" Bn med. s <br /> B_ 2 74" 98 None >741I <br /> B- 3 74" 97.4 None >74" aame ah B2 <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 1 PERIOD P PERINCH <br /> P-1 36" None 5 2 15116 2 714 <br /> P-2 32 ' ane 5 2 3/8 2 15116 2 3116 <br /> P-3 25" None 5 2 114 2 718 <br /> P- <br /> P. <br /> P_ <br /> PLOTPLAN: 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 95.3 Scale 111=401 except where noted. <br /> i <br /> COU ty ' i Roi4d A <br /> <- ----- - -- -- --- - ---' -->A <br /> +App. 1320' ------a <br /> I r I <br /> b D`B3 <br /> P3 * Ge2� is appAo,x. 100' South q{ <br /> _ the 'Moome. <br /> BM-4106.0 BenchmaAk, MRP 8 U,RP,_.___ <br /> e <br /> 92 <br /> _ - <br /> P2 0 Bottom o4 4uding. N <br /> r <br /> d BOA(I'll <br /> g <br /> © Bi <br /> { BM <br /> <-----------------App. 7001--- ------- ---' -> <br /> MabR2e dome <br /> //�a <br /> ExCettn System <br /> I,the undersigned, hereby certify that the soil tests rArted 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 /> (Dade Ru�zhotm FebAua)ty 4, 1993 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 24702 Lind Road P.U. Box 514 SiAen, W7 54872 3583 (715) 349-7286 <br /> CST SIGNATURE: <br /> DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Soil Tester. <br /> DILHR-SBD-6395(R. 10/83) - OVER — <br />