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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 /> P.O. BOX 769 <br /> HUMAN RELATIONS <br /> (I LHR 83.0911)&Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: OT NO.:BLK.NO.: SUBDIVISION NAME: <br /> SE 1/4 SE 1/4 32 /T 38 N/R 17 E (or Daniets Town,6hip <br /> COUNTY: MAILING ADDRESS: <br /> Burnett KaAen Brandt P.U. Bax 7 FnedeAic, WI 54837 <br /> USE DATES OBSERVATIONS MADE <br /> rr-Np} NO.BEDRMS.: COMMER IAL DESCRIPTION: P F NS: TESTS: <br /> L'�l Residence 3 _____________ ®New ❑Replace Mwcch 27, 1993 Pcvtch 27, 1993 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PPRESSURE: -IN-FILL OLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> Els ❑U ❑X S ❑U ©S ❑U ❑S OU ❑S ©U Convention, <br /> If Percolation Tests are NOT required DESIGN RATE: <br /> q If any 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 TOTALPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATIGN OBSERVED ST. H-EST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 1 0-7" Dk Bn Pis; 7"-45" Bn 5 - n c6 <br /> B" 98" 96.4 None >98r1 <br /> 0-6" Dk Bn P ' <br /> is• 6"-43" Bn sil 43"-96" Bn cs <br /> g. 2 96" 96.2 None >96" <br /> 0-7" Dk Bn is 7"-43" Bn 6i 43"-92" Bn cs <br /> g_3 92" 96.2 None >92" ; <br /> None B- <br /> 4 84" 95.2 >84" 0-7" Dk Bn Pis; 7"-38" Bn 6ij 38"-84" Bn c6 <br /> g_ 5 92" 95.7None >92" 0-7" Dk Bn Pis; 7"-47" Bn 6i', 47"-92" Bn c6 <br /> B_ <br /> PERCOLATION TESTS <br /> EST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIODI PERIOD PERINCH <br /> P- 1 5011 None 5 2 114 2 1/8 2 3 <br /> P- 9 48" None5 2 118 2 1/16 1 15/16 3 <br /> P- 5 2 5116 2 1/4 2 118 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 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 92.2 Reptacement 91 .5 Scale 111=401 except whence noted. <br /> Ajnaltimite�y AcAe6 1 } --<---= A nai �Odt-- .. <br /> f - - ------- PP {-- I-- , '- - s <br /> --1_ <br /> BM- P20 LEBZ <br /> e <br /> p1A B1 P3- <br /> AB.3 <br /> Q B5 L1 B4 <br /> TN <br /> F <br /> 814=4 00:.0Benchmark, HRP E VRP, _Nait in 36" Oak. , <br /> anng _ <br /> eh K- --------------- _--= RppnaX. 7320'-- -- ---- <br /> a -- -> <br /> - COUNTY LINE AD _ <br /> I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and me ods specified in the Wisconsin <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the best o y k o I ge and b ief H�-t tS4d2 <br /> 01 <br /> 5/ 3 <br /> NAME (print): TESTS WERE COMPLETED ON: <br /> Wade RU66haKm Manch 27, 1993 <br /> ADDRESS: ` CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 24702 Lind Road P.U. Box 514 Sines X07 54872 .1 (715) 349-7286 <br /> CST SIGNATURE: <br /> DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester. <br /> DILHR-SBO6395 (R. 10/83) —OVER — <br />