HomeMy WebLinkAbout032-2097-00-000 4
Wiscongin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 2
Labor and Human Relations
Division of Safety&buildings
in accord with ILHR 83.05,W1s,�Adrrf"�c�e< �;-
..,�-COUNTY
�' `J)` St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size ,f lan;,rnust ineI d but ��..l�"
not limited to vertical and horizontal reference point(BM),direction and%dor S)ope `scir'db'r . - EL I.D.#
dimensioned,north arrow,and location and distance to nearest road. 2-2097-00 (` i 3�)
ROl�l WED D TE
APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATI@k1�F 'p ',v, i iGu'�n 3D f E/OJ
PROPERTY OWNER: ' n� . ,PROPERTY LOCATION . ,,
Leroy Urhammer l \:d ,,LOT,::;,,E 1/4 NE. 94,S 14 T 30 ,N,R20 xk(or)W
PROPERTY OWNER':S MAILING ADDRESS 'tS # :' LACK# ry SUED NAME OR CSM#
1501 Scout Camp Rd. 10 '. nisi` 2,Gfeen Acre Country Estaes
CITY,STATE ZIP CODE PHONE NUMBER OCITY ❑SILL& E -rf TOWN 'NEAREST ROAD/A-7,--)
Houlton, WI. 54082 715 )549-6497 Somerset OAK RirkiP T'ni-
[x] New Construction Use k I Residential/Number of bedrooms 3 [ ] Addition to existing building
j I Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed,gpd/ft2 .6 trench,gpd/ft2
Absorption area required 900 bed,ft2 750 trench,ft2 Maximum design loading rate .5 bed,gpd/ft2 .6 trench,gpd/ft2
Recommended infiltration surface elevation(s)trenches 108.3 & 105.8 ft (as referred to site plan benchmark)
Additional design/site considerations alt. site trenches @ 105.3' & 102.6'
Parent material pitt9gt`'gfaciai drift Flood plain elevation,if applicablena ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for system ®S ❑U LI S U L)S U I I S ❑U RI S U ❑S g U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bourxiary Roots GPD/ft2
Boring# Horizon in. Munsell Gu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-8 10yr3/3 none sil 2msbk mfr gw 2f .5 .6
` `.<> »>'' 2 8-19 10yr4/4 none sil 2msbk mfr gw if .5 .6
Ground 3 19-50 7.5yr4/6 none sl 2csbk mvfr gw na .5 .6
111.v.
4 ft. 4 50-82 7.5yr4/4 none is Osg mvfr na na .7 .8
Depth to
limiting
factor
+82"
Remarks:
Boring# 1 0-9 10yr2/2 none 1 2msbk mfr cs 2m
.5 .6
I 2 ` 2 9-21 10yr4/4 none sil 2msbk mfr gw lm
.5 .6
3 21-36 10yr4/6 none sicl lcsbk mfr gw if .2 .3
Ground .
elev. 4 36-84 7.5yr4/4 none sl 2mgr mvfr na na .5 .6
lll ft.
Depth to
limiting
factor
+84"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave New Richmond , I 54017
Signature: / � Date: CST Number: m02298
�.v i Jte, 10-28-96 •
1
PROPERTYOWNER Leroy Urhammer SOIL DESCRIPTION REPORT Page of 3
PARCEL I.D.# 032-2097-00
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots —
in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed ed T Tr rench
3
1 0-8 10yr3/3 none sil 2msbk mfr gw 2m .5 .6
................. 2 8-28 10yr4/4 none sicl 2msbk mfr gw if .4 .5
..................
Ground 3 28-56 7.5ry4/4 none is Osg mvfr gw na .7 .8
elev.
108.8ft. 4 58-78 10yr5/6 none fs Osg mvfr na na .5 .6
Depth to
limiting - '
factor
+78"
Remarks:
Boring# -
1 0-8 10yr3/3 none sil 2msbk mfr gw 2m .5 .6
4 ' 2 8-38 10yr4/4 none sicl 2msbk mfi gw if .4 .5
3 38-76 7.5yr4/6 none is Osg mvfr na na .7 .8
Ground —
elev.
105.8fi, - - _
Depth to -
limiting
factor -
+76"
Remarks:
Boring#
1 1 0-9 10yr3/3 none sil 2msbk mfr gw 2m .5 .6.
5 I 2 9-18 10yr4/4 none sicl 2csbk mfi gw lm .4 .5
3 18-30 7.5yr4/4 none sl 2mgr mvfr gw na .5 .6
Ground -
elev. 4 30-78 10yr5/6 none fs Osg mvfr na na .5 .6
105.6 ft.
Depth to
limiting
factor -
+78"
Remarks:
Boring# -
..................
Ground
elev.
ft. •
Depth to - — - —
limiting
factor
Remarks:
SBD-8330(R.05/92)
PROPERTY OWNER Leroy Urhammer SOIL DESCRIPTION REPORT Page of 3
PARCEL I.D.# 032-2097-00
Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-8 10yr3/3 none sil 2msbk mfr gw 2m .5 .6
.......... M 2 8-28 10yr4/4 none sici 2msbk mfr gw if .4 .5
Ground 3 28-56 7.5ry4/4 none is Osg mvfr gw na .7 .8
elev.
108.8ft. 4 58-78 10yr5/6 none fs Osg mvfr na na .5 .6
Depth to
limiting
factor
+78"
Remarks:
Boring#
1 0-8 10yr3/3 none sil 2msbk mfr gw 2m .5 .6
4 2 8-38 10yr4/4 none sic1 2msbk mfi gw if .4 .5
3 38-76 7.5yr4/6 none is Osg mvfr na na .7 .8
Ground — -
elev.
105.8k.
Depth to -
limiting
factor
+76"
Remarks:
Boring #
1 0-9 10yr3/3 none sil 2msbk mfr gw 2m .5 .6.
5 0 2 9-18 10yr4/4 none sicl 2csbk mfi gw lm .4 .5
3 18-30 7.5yr4/4 none sl 2mgr mvfr gw na .5 .6
Ground
elev. 4 30-78 10yr5/6 none fs Osg mvfr na na .5 .6
05.6 ft. -
Depth to
limiting
factor
+78"
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Leroy Urhammer
SE4NE4 S14-T3ON-R2OW New Richmond, WI 54017
MPRSW 3254 town of Somerset (715) 246-6200
lot #10-Green acre Country Estates
r
N
1"=40'
BM.= top of angle point survey stake @ el. 100'
0i
Z2� ,
'6fsil .0T X 11 p
el%
■41,1 „Y. 460,
Gary L. Steel
10-28-96
• P 03/27/2008 04:52 PM
arcel #: 032-2097-00-000 PAGE 1 OF 1
Alt. Parcel#: 14.30.20.938 032-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): 0=Current Owner, C=Current Co-Owner
0- LAUGHTER, KENNETH J &WENDY L
KENNETH J &WENDY L LAUGHTER
1551 OAK RIDGE LA
HOULTON WI 54082
Districts: SC= School SP=Special Property Address(es): *=Primary
Type Dist# Description * 1551 OAK RIDGE LN
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 3.000 Plat: 06-039-GREEN ACRES COUNTRY ESTATES 032-95
SEC 14 T3ON R2OW PT E1/2 SE1/4 LOT 10 Block/Condo Bldg: LOT 10
GREEN ACRE COUNTRY ESTATES
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
14-30N-20W
Notes: Parcel History:
Date Doc# Vol/Page Type
12/05/2001 664056 1780/560 WD
11/01/1999 612994 1467/187 LC
07/23/1997 1148/315 QC
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/24/2003
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 72,000 0 72,000 NO
Totals for 2008:
General Property 3.000 72,000 0 72,000
Woodland 0.000 0 0
Totals for 2007:
General Property 3.000 72,000 0 72,000
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
wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
' Labor and Human Relations
'Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code COUNTY
i
St. Croix
Atta h complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.#
dimensioned, north arrow,and location and distance to nearest road. pending
APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Leroy Urhammer GOVT.LOT SE 1/4 NE 1/4,S 14 T 30 ,N,R 20 V{or)W
PROPERTY OWNER':S MAILING ADDRESS LOT# BLOCK# SUBD.NAME OR CSM#
1501 Scout Camp Rd. 10 na Green acre Country Estates
CITY,STATE ZIP CODE PHONE NUMBER j]CITY (]VILLAGE 10TOWN NEAREST ROAD
Houlton, WI. 54082 (715) 549-6497 Somerset Scout Camp Rd.
[x] New Construction Use[x] Residential/Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate •5 bed,gpolft2 .6 trench,gpd/ft2
Absorption area required 375 bed,ft2 375 trench,ft2 Maximum design loading rate •5 bed,gpd/ft2 •6 trench,gpd/ft2
Recommended infiltration surface elevation(s) 113.90 ft (as referred to site plan benchmark)
Additional design/site considerations na
Parent material glacial drift 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 ❑S El U 1 ®S ❑U I l S &U Elf S ®U ❑S ®U ❑S DU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Modes Texture Structure Consistence Bounday Roots GPD/ftZ
in. Munsell au.Sz.Cant Color Gr. Sz. Sh. Bed ITrench
ii: :M
:ii: 1 0-9 10yr2/2 none 1 2msbk mfr gw 2m .5 .6
1 gi
>:?: 2 9-21 10yr4/4 none sil 2msbk mfr gw lm .5 .6
eeGlIround 3 21-36 10yr4/6 none sicl lmsbk mfr gw if .2 .3
11).9 ft. 4 36-84 7.5yr4/4 none sl 2mgr mvfr na no .5 .6
Depth to
limiting '
factor
+84" '
Remarks:
Boring #
1 0-6 10yr2/2 none 1 2msbk mfr gw 2m .5 .6
2�- 2 6-19 10yr4/4 none sil 2msbk mfr gw lm .5 .6
3 19-31 10yr4/6 none sicl Ifsbk mfi gw na 42 .3
Ground
elet, 4 31-61 7.5yr4/4 none sl 2mgr mvfr gw na .5 ' .6
112.9ft. -
5 61-82 5yr4/4 none scl M na na na tap .2
Depth to .
limiting
factor
61"
Remarks: i
CST Name:—Please Print Gary L. Steel 4 _ �j 'L--s't'one: 715-246-6200
Address: 1554 200th. Ave. , New Richmond, WI. 54017 cstm 02298
Signature: Date: 16 95 CST Number:
PROPERTY OWNER L. Urhammer SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D.# pending
•k
Monies =
Bonng# Horizon Depth I Dominant Color. Consistence Ban:ay Roots GP
-
in. Munsell Qu.Sz.Cont Color Texture Structure
Gr. Sz. Sh. Bed iTrench
4: 4 1 0-8 10yr2/2 none 1 2msbk mfr gw 2m .5 1 .6
3
2 8-21 10yr4/4 none sil 2msbk mfr gw lm .5 I .6
Ground 3 21-35 10yr4/6 none scl lmsbk mfr gw if .2 1 .3
elev.
112.10ft. 4 35-50 7.5yr4/4 none Si 2mgr racrf r gw na .5 .6
Depth to 5 50-65 5yr4/4 none sc 1 M na na na np .2
limiting -
factor
50"
Remarks:
Boring#
Ground - -
elev.
ft.
-
Depth to -
limiting
factor
Remarks:
Boring#
Ground
elev.
ft.
Depth to -
limiting
factor
Remarks:
Boring#
Ground
elev. 1
ft.
Depth to 1
limiting
factor
Remarks:
SBD-8330(R.05/92)
PROPERTY OWNER L. Urharnmer SOIL DESCRIPTION REPORT Page 2 of 3
'PARCEL I.D.# pending
• Depth Dominant ell Color Structure
O Mottles
Boring# Horizon . Texture Consistence'Barbary Roots! GT3D
Munsu.Sz.Cont Color Gr. Sz. Sh. Bed Trench
m 4 1 0-8 10yr2/2 none 1 2msbk mfr gw 2m .5 H6
3
MgmEm 2 8-21 10yr4/4 none sil 2msbk mfr gw lm .5 i .6
Ground 3 21-35 10yr4/6 none sc 1 lmsbk mfr gw if .2 1 .3
elev.
112.10ft 4 35-50 7.5yr4/4 none sl 2mgr mvfr gw na .5 .6
Depth to 5 50-65 5yr4/4 none sc 1 M na na na np .2
limiting
factor
50"
Remarks:
Boring#
713.MM
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring#
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft. -
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
•
` STEEL'S SOIL SERVICE
Gary L. Steel Leroy Urhammer 1554 200th Ave.
CSTM2298 SE4NE4 S14-T30N-R20W New Richmond, WI 54017
MPRSW-3254 town of Somerset (715) 246-6200
1 lot #10-Green Acre Country Estates
N
1"=40'
BM.= top of angle point survey stake @ el. 100'
I
N
4
ov
V
Xfk
c.
Gary L. Steel
9-16-95