HomeMy WebLinkAbout032-2026-20-000 r
Wisccrisin Department ofCommerce AND SITE EVALUATION Page 1 of 3
Division of Safety and Buildings 3 lf h Comm 83.05,Wis.Adm.Code
Preliminary-Soils Only y rl
Attach complete site plan on paper not less than,a%x 1 i in es n size. Plan must County
include,but not limited to:vertical and h • fal refereil int(BM),direction and St. Croix
percent slope,scale or dimemsions, •• srlrroW,and loca on , d distance to nearest road. Parcel I.D.#
r*<< F 032-2026-20'D
- all,' ation.
APPLICANT INFORMATI Plea ii t a � Date
APPLI R., �'P Revie y
0
(1) m
Personal information you provide y*Used f urposes;(Pd ey Law,S.15.04 O( ))• I V? 'g
Property Owner �Q • ••` •" • L '
Mussel,Karen&Jim !/''�R1 2 7 19;-”J 1/4 S 7 T 30 ,R, 19 W
Property Owner's Mailing Add ST CFA0 X j Lot# Block# Subd.Name or CSM# NNE
couNT', '.' CSM Possib a rom This Parcel
19300 Vine Ridge Ro ot�tf�+ o =rGir
City
te', r-Code PhongNum 0 City ❑Village ®Town Nearest Road
�:
Shorewood, MN d r —g 2 '7 1664 Somerset I 165Th Ave.
X New Construction Use: 1 -e- •, +a/Number of bedrooms 3 I lAddition to existing building
1 1 Replacement n Public or commercial describe
Code Derived daily flow 450 gpd Recommended design loading rate .4 bed,gpd/ftz .5 trench,gpd/ft2
Absorption area required 1125 bed,ft' 900 trench,fta Maximum design loading rate .4 bed,gpd/ft2 .5 trench,gpd/f2
Recommended infiltration surface elevation(s) at-grade follow 99.9;mound: 100.9 ft(as referred to site plan benchmark)
Additional design/site considerationsinstall 9.5 x 120'effective(11.5'x 124'overall)at grade unit w/lateral following 99.9
Parent material sandstone Flood plain elevation,if applicable NA ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system El S ® U Z S ❑U ❑ S ® U ® S ❑ U ❑ S ® U E S E U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft'
Boring# Horizon in. Munsell Qu.Sz.Cant Color Gr.Sz.Sh. Bed Trench
1 1 0-12 10YR 3/3 - sl 1 m sbk mvfr gs lf/m .4 .5
2 12-29 IOYR 3/4 - sl 1 m sbk mvfr gs lm .4 .5
Ground 3 29-42 10YR 3/6 - sl 1 m sbk mvfr cs lm .4 .5
elev
102.9 ft 4 42-55 10YR 3/6 f2f 10YR 6/3 sl 0 m mfl - - .3 .4
Depth to
limiting at-grade possible w/county on-site and approval;or a 5'x 75'rock bed mound could be installed on 99.9 as upsiope edge of rock w/1'sand fill
factor
42"
Remarks: occasional gr 29-42;below 42 is tight w/SS gr,cob,&at
: 2_. ? 1 0-9 10YR 3/3 - sl 1 m sbk mvfr cs l f/m .4 .5
2 9-18 10YR 3/4 - sl 1 m sbk mvfr gs lm .4 .5_
Ground 3 18-45 10YR 3/6 l - sl 1 m sbk rnvfr as lm .4 .5
elev
98.7 ft 4 45-60 10YR 3/6 f2f 10YR 6/3 sl 0 m mfi - - .3 .4
Depth to _ .
limiting
factor .
45"
Remarks: 1/2" 10YR 3/4 sl(0,m)band @ 36";occasional 10YR 4/4 Is inclusions below 45"
CST Name(Please Print) Signature: L. Tel
•1 \ '' V ephone No.
Henry F.Grote • 715-665-2681
Address P.O.Box 57,Knapp,WI 54749 • Date CST Number Ref#
12/22/97 222774 225
PROPERTY OWNER: Mussel,Karen&Jim SOIL DESCRIPTION REPORT ,..Page ,of• 3
PARCEL I.D.# 032-2026-20
Depth Dominant Color Mottles Structure GPD1ff
Horizon in. Munsell Qu.Sz.Cont Color Texture Gr.Sz.Sh. Consistence Boundary Roots
..................
Bed Trench
.................
..................
..................
Nii 3 '' 1 0-13 10YR 3/3 - sl 1 m sbk mvfr gs lf/m .4 .5
°........ 2 13-24 10YR 3/4 - sl 1 m sbk mvfr gs lm .4 .5
Ground
elev 3 24-52 10YR 3/6 - sl 1 m sbk mvfr cs lm .4 .5
99.4 ft 4 52-60 10YR 3/6 flf 10YR 6/3 sl 0 m mfi - if .3 .4
Depth to
limiting
factor
52"
Remarks: tight below 52"
....... .......
Ili .4' ?< 1 0-9 10YR 3/3 - • sl 1 m sbk mvfr cs 1f/m .4 .5
2 9-20 10YR 3/4 - sl 1 m sbk mvfr gw lm .4 .5
Ground
elev 3 20-42 10YR 3/6 - sl 1 m sbk mvfr cs lm .4 .5
99.9 ft 4 42-54 10YR 3/6 f2d l 6/2
O f 7.5YR -
YR 4/6 sl 0 m dvh l f .3 .4
Depth to
limiting
factor
42"
Remarks: occasional 10YR 4/4 Is inclusions 20-42 and less frequently below 42"
..................
5 I 0-16 10YR 3/3 - sl 1 m sbk mvfr gs 1 f/m .4 .5
2 16-26 10YR 3/4 - sl 1 m sbk mvfr gs lm .4 .5
Ground
elev 3 26-44 10YR 3/6 - sl 1 m sbk mvfr gs lm .4 .5
,,--95 ft 4 44-54 10YR 4/4 - is 1 m sbk mv& as - .7 .8
Depth to 5 54-62 10YR 3/6 f2d 10YR 6/2 sl 0 m mfi - - .3 .4
limiting -
factor
54" `
Remarks: B-6 on nominally the same contour about 100'to east shows 44"to mottled cl
Ground
elev
Depth to
limiting
factor
Remarks:
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' Parcel #: 032-2026-20-000 02/23/2005 08:35 AM
PAGE 1 OF 1
Alt. Parcel#: 7.30.19.567B 032-TOWN OF SOMERSET
Current X ST.CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): *=Current Owner
*O'CONNOR,JAMES A&JO ANN
JAMES A&JO ANN O'CONNOR
/
290 165TH AVE a / v 4-a41 �` 4 O
SOMERSET WI 54025 '"�
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description
SC 5432 SCH D OF SOMERSET
SP 1700 WITC
Legal Description: 10.440 Plat: N/A-NOT AVAILABLE
SEC 7 T3ON R19 k . ► i L ' - Block/Condo Bldg:
OF NEW HWY 3 ,' 9 • ■ INCLUDING OLD
ABANDONED HWY EXC PT TO HWY PROJ Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
1487/332 07-30N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
02/26/2003 711211 2154/454 QC
01/08/2003 705019 2104/07 QC
02/01/2000 617717 1487/332 D
07/23/1997 1076/584
mac.
2004 SUMMARY Bill#: Fair Market Value: Assessed with:
10784 49,300
Valuations: ►•st Changed: 07/23/2003
Description Class Acres Land Improve Total State Reason
PRODUCTIVE FORST LANC G6 10.440 41,800 0 41,800 NO
Totals for 2004:
General Property 10.440 41,800 0 41,800
Woodland 0.000 0 0
Totals for 2003:
General Property 10.440 41,800 0 41,800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
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