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1995/07/06 - SANITARY - SAN - Other
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TOWN OF SWISS
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22400
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1995/07/06 - SANITARY - SAN - Other
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Entry Properties
Last modified
3/6/2020 1:33:14 PM
Creation date
9/28/2017 8:57:52 PM
Metadata
Fields
Template:
Property Files v2
Document Date
7/30/2007
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
22400
Pin Number
07-032-2-41-16-36-2 02-000-014000
Legacy Pin
032533601400
Municipality
TOWN OF SWISS
Owner Name
DAVID RALPH MONTGOMERY PATRICIA MARY WATLAND ANGELA MARIE ANDERSON EULALIA JANE GRAF JENNIFER ANN LANCETTE SARA JOY NEWMAN SETH THOMAS MONTGOMERY PAUL CHARLES MONTGOMERY
Property Address
29898 CRANBERRY LAKE DR
City
DANBURY
State
WI
Zip
54830
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Wisconsin Department ofIndustry, SOIL AND SITE EVALUATION REPORT ISI, Page_of <br /> Labor and Human Relations <br /> Division of safety a Buildings in accord with ILHR 83.05,Wis. Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but Bu Al <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEI I.D.# `t <br /> dimensioned, north arrow,and locatiort and distance to nearest road. -.5�,�6- OA'l00 <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIE ED BY 'ITE, <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> ,�I M M 0 0GOVT.LOT �t�L1A+ 1/4,S T 91 ,N,R It, E(orePROPERTYOWNER':SMAILINGADDRESS LOT# BLOCK# SUBD.NAME O CSM# <br /> 2 to ZINDt 5 ST. <br /> CITY,STATE ZIP CODE PONE NUMBER ❑CITY []VILLAGE MOWN NEAREST ROAD <br /> OS E 14 I . -5`1020 IS)29A 3952 Swiss CR4t'(.9 �R v. <br /> ( ] New Construction Use Wj Residential/Number of bedrooms 2 [ ] Addition to existing building <br /> Dq Replacement [ ] Public or commercial describe <br /> Code derived daily flow 30 0 gpd Recommended design loading rate 3 bed,gpd/ •S trench,gpd/ft2 <br /> Absorption area required 1429 bed,ft2 3'75 trench,ft2 Maximum design loading rate .7 bed,gpd/ft •$ trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 93.8 ft (as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material Ca L.R c t 8 L DRiff Flood plain elevation, if applicable Nq ft <br /> S=Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem [9S ❑U ®S ❑U ®S ❑U 7S]S ❑U ®S ❑U ❑S IOU <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consisten Botrtary, Roots GPD/ft <br /> in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed Trench <br /> sati:�Q; <br /> I I D- 6 .5 Q- Ali ns em-S d I cs 7M 8 <br /> 2 b 99 RS YX H4 �— Ms 0 d1 (M 1 S <br /> Ground <br /> elev. <br /> 7.3 ft. <br /> Depth to <br /> limiting <br /> factor <br /> > 79 <br /> Remarks: <br /> Boring# <br /> 1 0-5 7.5 2 3/7- MS OH5 144C5 2M .Z � .S <br /> 2 5-66 7.5 R `� N �`� MS OHS Al GS ZM � •$ <br /> Ground 3 (off-?1 -7_S R 4/q C2d 7.5 2 5 S IAS OHS M1 $ <br /> elev. <br /> gb.Zft. <br /> Depth to <br /> limiting <br /> factor <br /> (P to <br /> Remarks: 1a <br /> CST Name.—Please Print 1414A)Z0 Qp/Vn/S �S-Phone: 6 �l/5 <br /> Address: 2—'77&C) 14wX 35 l.✓ BSTr•-R /. 649J3 <br /> Signature: 'I Tat qs j ��u�mber: <br />
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