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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 /> (ILHR 83.09(1) & Chapter 145) <br /> L CATION: SECTION: TOWNSHIP OT NO.:BLK.NO.: SUSDI VISION NAME: <br /> E �Y4NE 1/ 18 8 N/R14. 4W DEWEY LOT CS V. 2 P. 258 <br /> COUNTY: MAILING ADDRESS: 648-2036 <br /> URNETT �TANLEZ ORZEL 1 23949 MORAN LANE SHELL LAKE, WI 45871 <br /> USE DATES OBSERVATIONS MADE <br /> ^ NO.BED MS: COMMERCIAL DESCRIPTION: PROFI LF DESCRIPTIONS: PERCOLATION E <br /> t,yResidence 2 N/A ❑New RReplace 110-15-1993 10-15-1993 <br /> RATING:S=Site suitable for system U=Site unsuitable for system AA <br /> ONVENTIONAL: MOUND: IN-GROUND-0RESSURE: SYSTEM-IN-FILL OLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> ®S ❑U ®S U ®S ❑U ®S ❑U I ❑S ®U 1CONVENTIONAL BED - 12' x 40' <br /> If Percolation Tests are NOT req fired DESIGN RATE: If any portion of the tested area is in the <br /> under s. ILHR 83.0915)Ibl,indi ate: 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. HE TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> B- 1 60 92.33' NONE >60 0-611 B1 sl, 6-6011 Bn all <br /> B- 2 61 92.33' NONE >61 0-611 B1 sl, 6-6111 Bn Eil <br /> B- 3 88 94.67' NONE >88 0-511 B1 all, 5-8811 Bn sl <br /> B- <br /> B- <br /> B- <br /> PERCOLATION TESTS <br /> TEST DEPTH WATER IN HOLE TESTTIME DROP IN WATER LEVEL-INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD PER INCH <br /> P- 1 20 NONE 3 3.1 3.0 3.0 1 <br /> P. 2 20 NONE 3 3.2 3.0 3.0 1 <br /> P- 3 48 NONE 3 3.0 2.9 2.9 <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 rete ence 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 /> SY TEM L - T 90.67 <br /> _ 1 -- - - - <br /> fEL. <br /> TOP OFA F00T NG_ -- <br /> 4 _. -. SO#L. �0 INGS <br /> B _ <br /> �._ <br /> __.P - PERO TESTS <br /> GARAGE i <br /> I �— <br /> •( <br /> 4— <br /> WELL <br /> ;FIRE 2391B ?_ w <br /> by 1 <br /> I <br /> _--- CSRIVE ¢ �� <br /> ...j �, HOUSE <br /> rt l _.O <br /> W I I <br /> I I BM --) <br /> - { EXISTING 1200-GAL n CONCRETE TANK 1 - <br /> -�� <br /> <=- OLO SYSTEM , <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 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 /> KEN STJIWEL 10-18-1993 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 773.5 A�RPORT ROAD WEBSTER, WI 54893 3322 715-349-2990 <br /> CST SIGNATURE: <br /> DISTRIBUTION: Original and one copy ro Local Authority,Property Owner and Soil Tester. <br /> DILHR.SBD8395(R. 10/83) OVER — <br />