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1992/10/02 - SANITARY - SAN - Other
Burnett-County
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TOWN OF OAKLAND
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14315
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1992/10/02 - SANITARY - SAN - Other
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Last modified
3/6/2020 4:03:40 AM
Creation date
10/4/2017 5:00:56 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/12/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14315
Pin Number
07-020-2-40-16-18-5 15-582-015000
Legacy Pin
020914501500
Municipality
TOWN OF OAKLAND
Owner Name
FLOYD JACK & TAMRA D ZWIRTZ
Property Address
28763 E YELLOW RIVER RD
City
DANBURY
State
WI
Zip
54830
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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS <br /> INDUSTRY, , DIVISION <br /> P.O. BOX 7969 <br /> LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 <br /> HUMAN RELATIONS <br /> (ILHR 83.0911)&Chapter 145) <br /> LOCATION SECTION: TOWNSHIP/MUNICIPA LITY: OTNO.:BLK.NO.: UBDIVISIONNAME: <br /> t1 1/4 181T40 N/R 16E (or)� UakPand Township 5 nd AdS. to Pandun'a Riven P2 ea <br /> COUNTY: MAILING ADDRESS: <br /> BuAnett BAian WeidendoAb Rt. #1 Box 205 Mona, MN 55051 <br /> USE DATES OBSERVATIONS MADE <br /> ,,��[[,, <br /> NO.BEDRIM: COMMERCIAL DESCRIPTION: rtrtnn I A STS: <br /> tHesidence 2 ___________ KINew ❑Replace Sept- 28, 1992 Sept. 28, 1992 <br /> RATING:S-Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL HOLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> oS ❑u [KISOU ES [:]U ❑S ©u ❑S au Conventionat <br /> If Percolation Tests are NOT required DESIGN RATE: <br /> Q If any portion of the tested area is in the NIA <br /> under s. ILHR 83.0915)Ibl,indicate: Floodplain, indicate Floodplain elevation: 55 032 0200 B <br /> PROFILE DESCRIPTIONS <br /> BORING TOTALPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATIGN OBSERVED EST. HES TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 0-5" Dk Bn Zs; 5"-18" Bn Zs; 18"-7211 n me . 4 <br /> B- } 72" 93.2 None >72" <br /> 0-5" D Bn ' -I6 n - n meT. e <br /> B. 2 72" 93 None >7211 <br /> B_ 3 72" 94. 1 None >72" <br /> 0-6" Dk Bn Zs• 6"-22" Bn P , <br /> .s• 22"-72" Bn med. s <br /> 0-5" Dk Bn Ps 5"-23" Bn Pz23"-84" Bn med. a <br /> B- 4 84" 96.3 None >$4'r ; <br /> B- 5 84" 96.6 None >84" <br /> 0-5" Dk Bn 2s• 5"-20" Bn Z ' <br /> S 20"-84" Bn med. s <br /> B- <br /> PERCOLATION TESTS <br /> TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER L V -INCHES RATE MINUTES <br /> NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIODI PERIOD P PERINCH <br /> P- 1 20" None 5 2 118 2 1/16 1 15/16 3 <br /> P- 2 18" None 5 2 114 2 718 2 3 <br /> P- 3 31" None 5 2 318 2 5/16 2 3116 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. Reptacement 92.6 <br /> YSTEM ELEVATION 91 .5 Scake 1"=40' except where noted. <br /> - - - - — <br /> �_ �___� I <br /> r <br /> f <br /> I i <br /> L_ . 1p0ox0atet4 i vn <br /> 5 Arh _ t <br /> � I I <br /> o <br /> a <br /> - P3 11 B3 _ . - <br /> , <br /> i_. BhA0P1 B9 4 <br /> _ - <br /> SM <br /> �BM 1T100!.0 BenchireAkr HFP 8 VRP,! Top 0& <br /> dlBohin9j °P� , <br /> LL „_[yam 1d <br /> I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures arNoi�s�Specified in the Wlpcons/iPp <br /> Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belle ._ 3./0 4 ,�, t <br /> 9y 6d' 1 l( <br /> NAME(print): TESTS WERE COMPLETED ON: T37 <br /> Wade Rubehotm SeptembeA 28, 1992 <br /> ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): <br /> 24702 Lind Road P.O. Box 514 SiAen, W7 54872 3583 (715) 349-7286 <br /> CST SIGNATURE: <br /> DISTRIBUTION:Original and one copy to Local Authority, Property Owner and Soil Tester. <br /> N <br /> DILHR-SBD6395 (R. 10/83) -OVER - G/l��*' <br />
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