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DAR MENT OF REPORT ON SOIL BORINGS AND SAFETY&BUILDINGS 7
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<br /> PERCOLATION TESTS (115) DIVISION
<br /> LABOR AND P.O,BOX 7969
<br /> HUMAN RELATIONS MADfSON,WI 53707
<br /> (1LHR 83.0911)&Chapter 145)
<br /> LOCA rlON- SECTION: 'TOWNSHIP/MUNICIPALITY: 0T NO.:81K NO.:SUBDIVISION NAME:
<br /> NE% NEl%4 14 /T5 N/R12(Io)oW Albion I 2 I CSM # 1735
<br /> COUNTY: MAILING AOORESS:
<br /> Dane Dale Strube 14817 CTH M, Middleton, WI 53562
<br /> USE DATES OBSERVATIONS MADE
<br /> l�Residenp NO.BEDRf :[COMMERCIAL DESCRIPTION:1 'PROFILE DESCRIPTIONS: PERCOLATION TESTS:
<br /> l 3 or 41 ]New ❑Replace 7-12-90 7-13-90
<br /> RATING:S=Site suitable for system U.Sits unsuitable for system
<br /> ctSTDU MOUND:DS DU IIN�ID DU E1SOS 1MU IDSGDU RECOMMENOED
<br /> Conventional
<br /> If Percolation Tests are NOT required
<br /> I DESIGN RATE: If an
<br /> Y portion of the tested area is in the
<br /> under s.ILHR 83.09151110.indicate: DESIGN
<br /> A. Floodplain,indicate Floodplain elevation: N. A.
<br /> PROFILE DESCRIPTIONS
<br /> BORING TOTAL - DEPTH TO GROUNp�ATER-INCHE CHAT ALTER OF SOIL WITH TI{ICKNE53,COLOR,TEXTURE,AND DEPTH
<br /> NUMBER DEPTH IN,ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED'SEE ABBRV.ON BACK)
<br /> B 1 92 111.2 None >92 0-10" 10YR 3/1 sil, 2fsbk, mvfr
<br /> 10-22" 10YR 3/3 lt. scl , lmsbk, mfi
<br /> 22-92" 10YR 5/6 gr. s1, lfpl, mfr,few sort
<br /> B- Iron concretions
<br /> 0-15" 10YR 3/1 sil, 2fsbk,mvfr
<br /> B•2 92 109.0 None >92 15-33" 10YR 4/4 cl, 2fabk, mfi
<br /> 33-40" 10YR 5/6 gr. sl, Tmsbk, mtr
<br /> B- 40-59 10YR 4/4 sicl, lmsbk, mfi
<br /> & 59-92" 10YR 5/6 gr.sl , lfpl, mfr
<br /> 0-11" 10YR 3/1 sil, 2fabk, mvfr
<br /> ,B-3 _ 92 _ 110.7 None >92 11-27" 10YR 4/4 sicl, 2fabk, mfi
<br /> PERCOLATION TESTS
<br /> TEST. DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
<br /> NUMBER INCHES' AFTER SWELLING INTERVAL-MIN. PERIOD1 PERIOO2 PERIODS PER INCH
<br /> P• 1 43 111.1/none 10 1 7/8 1 3/4 1 3/4 6
<br /> P- 2 29 109.9/none 10 1 1/8 1 15/16 11 t
<br /> P- 3 36 110.5/none 10 3 1/4 3 1/8 3 1/8 3
<br /> P-
<br /> P-
<br /> P.
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<br /> PLOT PLAN: Show locations of percolation tests,soil borings and the dimensions of suitable soil areas.Indicate sale or distances.Describe what am 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 107.5' I.
<br /> B-3 Cont. 27-35" 7.5YR 4/4 scl, lmsbk, mfi' I
<br /> ' '35-92" TOYR- 5/6- gr. -SF, -Tfp1, mfr - '
<br /> B-4 94 105.9 -Nome- >94- - - -0-18",-1.8-49", 49-56" and-5&.94" Same-----
<br /> as B- 3
<br /> B-5 88 106.6 None: 62 0-8", 8-24" and 24 -47 Same as B,-3 . i
<br /> 47-62" 10YR 5/4 sic', massive, mvfi
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<br /> . 62-88" Same with cfd, 6./8.& _7/2_mo.t. _
<br /> . Note:
<br /> 8-2 and B-5 have subsurface layers that somewhat restrict vertical
<br /> -" percolation:---Since- other borings are free draining the dra-infields
<br /> should be located near them tothe extent possible..
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<br /> See Page 2 of 2, for plot Plan.
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<br /> ., _ :.. Page 1 of 2
<br /> I.the undersigned,hereby certify that the spit 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 IDrinlf: [TESTS WERE COMPLETED ON:
<br /> Dale E. Parker 7-16-90
<br /> ADDRESS: 6601 Grand Teton Plaza CERTIFICATION NUMBER: PHONENUMBER(optional):
<br /> Madison, WI 53719 2 I 833-3133
<br /> CST SIGN¢7yZRE sU
<br /> ��(�—��\\)) �— / LLCM /
<br /> D
<br /> ISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester. 1
<br /> DILHRS8D6395(R.10/831 —OVER—
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