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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 /> HUMAN RELATIONS \ !! MADISON,W153707 <br /> (ILHR 83.09(7)& Chapter 745) �y-3`���- D,�ZD <br /> LOCATION; SECTION:/T39111/1117 <br /> TOWNSHIP LOT NO.:BLK.NO.: SUBDIVISION NAME: <br /> SW Y4 SW �Y 24 9 /R 17 # LINCOLN <br /> COUNTY: MAILING ADDRESS: — <br /> BURNETT TOM CAGLE P.O. BOR 546 WEBSTER, WI 54893 <br /> USE DATES OBSERVATIONS MADE <br /> I� NO.BEDRMS: COMMER IAL DESCRIPTION: S: <br /> liResidence 2 N/A ❑Flew ❑Replace ( 07-24-1993 07-24-1993 - <br /> RATING: <br /> 7-24-1993 -RATING:S-Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSUiE: SYSTEM-IN-FILL OLDING TANK:R ECOMME NDED SYSTEM:(optional) <br /> ❑S au ®S ❑u ❑S ®u ❑S ®u ❑S ®u MOUND <br /> If Percolation Tests are NOT required DESIGN RATE: <br /> Q If any portion of the tested area is in the <br /> under s. ILHR 83.09(5)(b),indicate: N/A Floodplain, indicate Floodplain elevation: N/A <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 /> B- 1 34 95.67 ' NONE 28 0-10" al all, 10-28" Bn all, 28-34" Gy c w/ccd R mo <br /> B- 2 39 95.67 ' NONE 32 0-10" Bl all, 10-32" Bn sl, 32-39" Gy c w/ccd R mo <br /> B 3 38 95.67 ' NONE 30 0-10" B1 sl, 10-30" Bn sl, 30-38" Gy c w/ccd R mo <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 PERIOD 2 PERINCH <br /> P- <br /> P <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 96.67' <br /> o 20, ;-1 0' <br /> rl B+ O I SLOPE <br /> :.:PRIVY _._ ..-B - SOIL_ ORINGS ( --I ^i- <br /> I y— <br /> SCALR. t ' -' 90 L- <br /> 4-P - PERC._IESTS <br /> BMS HORZ. 8 VRP IEL." 100.07 (I 63� <br /> -NA)(L—FN NORWAY--PINE T"E —. _ . _- -_., .._ it _r_ ---r <br /> .. _ •K-- 8M tu <br /> 2690 <br /> W <br /> HOUSE <br /> in �_ <br /> .. . ,�. �.-600, <br /> un <br /> I <br /> w <br /> (` <br /> V _ <br /> I � • - �LL � I <br /> ' <br /> t I_ i i i z !_ ._ 1 CUONTY ROAD-0' ---- .-� <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 spscifjE¢,jl8 the Wiscon in <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. �ii�J `Y�Y� �B/ r p <br /> NAME (print): TESTS WERE COMPLETED ON: O <br /> REN STRABEL 08-11-1993 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 7735 AIRPORT ROAD WEBSTER, WI 54893 3322 715-349-,4990 <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 />