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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS <br /> INDUSTRY, DIVISION <br /> HLABOR P.O. BOX 76 <br /> UMAN REDLATIONS PERCOLATION TESTS (115) MADISON WI 53707 <br /> 0' 11 LHR 83.0911) &Chapter 145) <br /> LOCATION N: 1/ SECTION: /R (o TOWNSHIP/MtlMFC(PA1HTY: OT NO.:BLK NO.: SUBDIVISION NAME: <br /> ly <br /> ZYN <br /> RE <br /> COUNTY: ERNIE11 GEHRING MAILING ADDRESS: 715-866-7157 <br /> BURNETT rTAH RIVER CAMP-INC. 7435 LOCUST W. WEBSTER WI 54893 <br /> USE DATES OBSERVATIONS MADE <br /> rryy NO.BEDRMS: COMMER IAL DESCRIPTION: rri�yr1 TS: <br /> L'1Residence ❑New 13ReDlace <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: S STEM-IN-FILL OLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> ©S ❑U ©S ❑U E]S ❑U ©S ❑U ❑S DU I CONVENTIONAL BED - 12 ' X 35 ' <br /> If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the <br /> under s. ILHR 83.09(5)(b),indicate: NIA Floodplain,indicate Floodplain elevation: NIA <br /> PROFILE DESCRIPTIONS <br /> BORING TOTAL DEPTH TO GROUIN 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 /> 13- 1 74 95. 2 ' NONE >74 6"bls1-681"bns <br /> B 2 70 94. 9 ' NONE >70 6"b1sl-64"bns <br /> 3 71 95. ' NONE >71 6"b1s1-65"bns <br /> B- <br /> B- <br /> B- <br /> B- <br /> it 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 P RI D PER1003 PER INCH <br /> P- 1 32 NONE 3 1 . 1 . 9 . 7 4 <br /> P- 2 29 NONE 3 1. 3 1 . 8 4 <br /> P- 3 30 NONE 3 1. 5 1.1 . 9 3 <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. 5 ' <br /> 1320' <br /> 1)R I UE <br /> i� <br /> 10 <br /> 9 i <br /> PSIUy---:>p TN <br /> •r--cIELL � , a __ <br /> s`1 zo-aEREs'- <br /> ti <br /> 1. , SCALE-1e. :-40.r - <br /> P3 B'— SOIL BIN�IH6S <br /> i <br /> P-- PERG»TENS r_ <br /> BM H9--0* TkEE <br /> (EL. '100e) 1 !. <br /> I, 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 date recorded and the location of the tests are correct to the best of my knowledge and belief. <br /> NAME (print): ITESTS WERE COMPLETED ON: <br /> KEN STRABEL 1 08-03-1988 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> RT. 2 BOX 160 WEBSTER WI . 54893 3322 715_32990 <br /> CST SIGNATURE: J <br /> DISTRIBUTION: Original and one copy to Local Authority,Property Owner and Sol Tester. <br /> DILHRSBD-6395(R. 10/83) —OVER — <br />