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1995/05/31 - SANITARY - SAN - Other
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TOWN OF LAFOLLETTE
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10176
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1995/05/31 - SANITARY - SAN - Other
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Entry Properties
Last modified
3/5/2020 11:09:20 PM
Creation date
9/28/2017 8:25:50 PM
Metadata
Fields
Template:
Property Files v2
Document Date
8/21/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
10176
Pin Number
07-014-2-38-15-35-5 05-004-016000
Legacy Pin
014223501900
Municipality
TOWN OF LAFOLLETTE
Owner Name
GREENE FAMILY TRUST
Property Address
22898 JOHNSON RD
City
FREDERIC
State
WI
Zip
54837
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v;consinDepartment ofIndustry, SOIL AND SITE EVALUATION REPORT Page 1 of P <br /> abor and HuMan Relations <br /> Jivision.Lt safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code <br /> COUNT" <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but B rnett <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# <br /> dimensioned, north arrow,and location and distance to nearest road. 14 2235 — 01 900 <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEIA ED BY DATE <br /> �� . <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Diane S jobeck GOVT.LOT 4 1/4 1/4,s3 T38 ,N,R 15 t/lor)W <br /> PRt �IY 01NNER':S MAILING ADDRESS LOT#BLOCK# SUBD.NAME 0 CSM# <br /> 35' UU WW1 geon Way CSM VOL2 g 184 <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE OWN NEAREST ROAD <br /> Eazan NN 55123 (61 2) 653-2594 LaFolle to Johnson Rd <br /> [ ] New Construction Use [x] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> LA Replacement ( ] Public or commercial describe <br /> Code derived daily flow 450 gpd Recommended design loading rate _bed,gpd/ft 8 trench,gpd/1`12 <br /> Absorption area required 64� bed,ft2 56� trench,ft2 Maximum design loading rate___7 gpd/ ___8_trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 96.50 It (as referred to site plan bench ark) <br /> Additional design/site considerations 3 bedrm existing cabin, slope alt required to meet code of min cover <br /> Parent material unknown Flood plain elevation,if applicable np It <br /> S=Suitable for system CVENTIONAL SUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> LI=Unsuitable for s stem S ❑U S ❑U as ❑U EIS EI U ❑S CTU ❑S g]U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Botxdary Roots GPD/ft <br /> 4 . <br /> in. Munsell Cu.Sz.Cont Color Gr. Sz. Sh. Bed Trench <br /> 1 1 0-6 0 f sg ml a 2 .8 <br /> m1 a i 1 f .7 .8 <br /> Ground 3 40-86 7.5YR 4/4 none S 0 <br /> elev. <br /> 99.80—tt• <br /> Depth to <br /> limiting <br /> f ror <br /> 511 <br /> Remarks: H <br /> Boring# <br /> 1 0-3 10YR 3/2 none S <br /> 2 3-38 7.5YR 4/4 none S w/gi avel '- '- -- -- -- <br /> Ground - <br /> elev. <br /> 99L $ ft- <br /> Depth to <br /> limiting <br /> li <br /> 80° <br /> Remarks: Hand augered boring, uniform soils J>s <br /> T Name:—Please Print Joan E Daniels Phone: <br /> 715-349-5533 <br /> Address: PO Box 316 Siren WI 54872 <br /> Signature: Date: 5/18/95 3431 Number: <br />
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