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2008/06/10 - SANITARY - SAN - Other
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2008/06/10 - SANITARY - SAN - Other
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Entry Properties
Last modified
1/30/2025 10:30:27 AM
Creation date
10/5/2017 11:00:11 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/10/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
36313
Pin Number
07-012-2-40-15-14-5 05-006-011001
Municipality
TOWN OF JACKSON
Owner Name
ALAN E & JANICE S NIEDFELDT
Property Address
28402 KILKARE RD
City
DANBURY
State
WI
Zip
54830
Previous Owners
ALAN E & JANICE S NIEDFELDT
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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS <br /> INDUSTRY, DIVISION <br /> BOX 7969 <br /> LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 <br /> HUMAN RELATIONS <br /> (ILHR 83.0911) & Chapter 145) <br /> LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:SLK.NO.: SUBDIVISION NAME: <br /> �4 1� 13814/T 40 N/R15 E (or)� Jackson TOw"hip Deed ot. 4 0, Pg. 249 <br /> COUNTY: MAILING ADDRESS: <br /> Burnett Max Poole 28402 Kxtkahe Road Danbury, GUI 54830 <br /> USE DATES OBSERVATIONS MADE <br /> NO.BEDRMS: COMMERCIAL DESCRIPTION: P NS: A E TS: <br /> QResidence 2 ❑New Replace IAprt.0 5, 1993 Ap)ti_ 5, 1993 <br /> RATING:S=Site suitable for system U=Site unsuitable for system <br /> ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK:RECOMMENDED SYSTEM:(optional) <br /> Els ❑U Els ❑U ❑X S ❑II ❑S x❑II I ❑S INU I Conventionctt <br /> DESIGN RATE: <br /> If Percolation Tests are NOT required If any portion of the tested area is in the N/A <br /> under s. ILHR 83.09(5)(b),indicate: Floodplain, indicate Floodplain elevation: <br /> PROFILEDESCRIPTIONS <br /> BORING TOTAL DEP TH T GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR, TEXTURE, AND DEPTH <br /> NUMBER DEPTH IN, ELEVATION OBSERVED ES HE TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) <br /> 0-5" Dk Bn t6; 5"-I6" Bn Pis; 16"-72" Bn fired. s <br /> B- 1 72" 98 None >7211 <br /> 0-6" Dh Bn a; 6"-15" Bn tZ; 15"-67" Bn med. e; <br /> B- 2 72" 97.4 None 67" 0_ 11 t <br /> 0-5" Dh Bn t6; 5"-19" Bn Xs; 79"-70" Bn med. s; <br /> B. 3 72" 97.5 None 0 70"-72" Bn med. e w R mot <br /> 0-5" DI2 Bn Lis; 5"-19" Bn P,6; 79"-50" Bn med. s; <br /> B- 4 7a.1, 98.2 None 50" 50"-64" Bn Az w/R mot �, <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 NUPERIOD P PER INCH <br /> P- 1 9711 No e 5 7 518 1 9116 1 7176 4 <br /> P- 9 91311 None 5 7 9/16 7 7/16 7 5/16 4 <br /> P- 3 9111 None 5 1 11/16 1 5/8 1 1/2 4 <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. Seate 711_401 excert whehe noted. <br /> n J v ` a uogonnsuoo Aue to eels a41 of Loud pelsod pus peurelgo eq Isnw ptuied <br /> A,ellues a41 llwled a welgo of lapto ui Ap,oullne l000l eleidadde a4l of pelllwgns eq Isnw uopeogdde pwied opus <br /> welsAs a6emes alenud ogl.ol sueld 10 las sloldwoo V-aouenssl 1!wied ol,oud play e41 u(Joel hos s14110 u0gso4uan <br /> lsenba, Aew IuawUedea 641 ,o Alunoo aql llwlad A,el!ues a 6uunoes ul dais Isu1 941 sl ljodel Isel 1100 2141 <br /> :1113NMO 3N1 01 <br />
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