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2007/08/31 - SANITARY - SAN - Other
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TOWN OF LAFOLLETTE
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9467
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2007/08/31 - SANITARY - SAN - Other
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Last modified
3/5/2020 11:45:49 PM
Creation date
10/2/2017 10:02:33 AM
Metadata
Fields
Template:
Property Files v2
Document Date
8/31/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
9467
Pin Number
07-014-2-38-15-06-5 05-003-012000
Legacy Pin
014220601800
Municipality
TOWN OF LAFOLLETTE
Owner Name
JAMES A & CAROL A LASS
Property Address
24725 OWL LAKE RD
City
WEBSTER
State
WI
Zip
54893
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WiisconsinDepartment ofIndus", SOIL AND SITE EVALUATION REPORT Page_of <br /> Labor and Human Relations <br /> Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but BURNETT <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.If ^/ h u�) <br /> dimensioned, north arrow,and location and distance to nearest road. Jq-a�cvo- v'- bo <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> r <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> JIM LASS GOVT.LOT NE 1/4 NW 1/4,S 6 T 38 ,N,R 15 Tdlor, W� <br /> PROPERTY OWNERS MAILING ADDRESS LOT# BLOCK# I SUED.NAME OR CSM# <br /> 5348 PARK AVE. SOUTH <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [DOWN NEAREST ROAD <br /> MINNEAPOLIS MN 55417 11121824-1459 LA FOLLETTE OWL LAKE RD. <br /> [ ] New Construction Use [x] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> 14 Replacement [ ] Public or commercial describe N/A <br /> Code derived daily flow 450 gpd Recommended design loading rate 0.7 bed,gpd/ft2 0.8trench,gpd/ft2 <br /> Absorption area required 643 bed ft2 563 trench,ft2 Maximum design loading rate 0'7 bed,gpd/ft2 0.8trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 96.2 It (as referred to site plan benchmark) <br /> Addifional design/site considerations CONVENTIONAL BED - 12' % 60' <br /> Parent material GLACIAL DRIFT Flood plain elevation, if applicable N/A ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S ❑U ®S ❑U Ws ❑U j]S ❑U ❑S VU ❑S 7 U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence ras <br /> RootsR70. <br /> n. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. <br /> 1 'r 1 0-8 7.5YR 3/2 NONE sl 2msbk mvfr 2f <br /> � ,.". <br /> Ground 3 40-84 10YR 5/4 NONE a Ogg m1 0 <br /> elev. <br /> 100-x. 4 84-88 10YR 4/4 c2d SYR 5/8 sl lmsbk mfr --- <br /> 0 --- <br /> Depth to <br /> limiting <br /> factor <br /> tan,• <br /> Remarks: <br /> Boring# <br /> a� 1 0-8 7.5YR 3/2 NONE sl <br /> ? q 2 8-41 1OYR 5/3 NONE s <br /> 3 41-88 10YR 5/4 NONE s <br /> Ground <br /> �lev0 4 88-90 10YR 4/4 c2d 5YR 5/8 sl <br /> Depth to <br /> limiting <br /> factor <br /> 88^ <br /> Remarks: HAND AUGER"RING <br /> CST Name:-Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 <br /> Signature: Date: (D7-11-1994 CST Number: M0332 <br />
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