HomeMy WebLinkAbout032-1091-80-000 ,.Wzcon`sin 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
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but PARCEL I.D.#
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or O � O toffl/—Q_ po D
dimensioned, north arrow,and location and distance to nearest road. IE Y / DAT
APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION 07
PROPERTY OWNER: PROPERTY LOCATION
OT SE 1/4 SW 1/a,S 3 1 N,R 19 E(or)W
PROPERTY OWNER':S MAILING ADDRESS L BLACK# SUQD.NAME R CSM# /D 1-73'
806 3.50th. Ave. n a n a ! o�
TY,STgTE �p CODE P Qy� UMgE OVILLAGE I�.OWN EARE ROAD
Sew Richmond, WI. 5401/ (17 T491834 north art Somerset 180th. Ave. .
(xj New Construction Use{r j Residential I Number of bedrooms ( Addition to existing ullding
Replacement Public or commercial describe
( j ace ment a [ 1
Code derived daily flow 450 gpd Recommended design loading rate .7 ed,gpd/ft2 .8 trench,gpolft2
Absorption area required 643_bed,112 563 trench,ft2 Maximum design loading rate _bed,gpolft2_B—trench,gpolft2
Recommended infiltration surface elevation(s) 95.80 it (as referred to site plan benchmark)
Additional design/site considerations n
Parent material outwash Flood plain elevation,if applicable n/a It
S=Suitabl @for System CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable for s stem faS ❑U Las O U US 0 U xUS ❑U ❑S � ❑S �U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure Roots ` GFDlft
Boring# Horizon P Texture Consistence Boundary Bed Trends
in. Munsell Clu.Sz.Cont.Color Gr. Sz. Sh.
1 0-9 10yr2/2 none L'. 2/m/gr mfr ,/w 2/f .5 .6
L1_"=`` 2 9-17 10yr4/4 none scl 2/m/sbk mfr g/w 1/f .4 .5
Ground 3 17-24 7.5yr4/4 none cops. 0/ ml g/w n/a .7 .8
elev. 4 4-82 10 r4/4 none cops. 0/ g ml a/ na/ .7 : .8
f.
Y
99.4� t
Depth to
limiting
factor
>82"
Rema s: stones throu h out the profile
Boring# 2 f 5 .6
1 0-12 10yr2/2 none L. ?./ri/gr mfr / /
2 2 12-24 7.5yr4/4 none sc?. 2/m/sbl: mfr g/w 1/f .4 5
3 124-32 7.5yr4/4 none 1 2`r� sbl; bifr
Ground ml / na/ .7 .8
elev. 4 32-39 10yr5/4 none Is. o/sg �
99.30 ft.
5 39-84 r5/4 none CO.s. 0/sg ml n/a n/a .7 .8
Depth to
limiting
factor
>84"
Remarks:
CST Name:—Please Print Phone:
Gary L. Steel 175-246-6200
Address: 1
Date: CST Number:
Signature: 8-17 3
_a cstm2298
•.4PERTYOWNER Dean Gehrman SOIL DESCRIPTION REPORT Page?of 3
lARCEL I.D.#
Depth Dominant Color Mottles Texture Structure Consistence Bounciary Roots GPD/ft
Boring #. Horizon in. Munsell Qu,Sz.Cont.Color Gr. Sz. Sh. —Bed--FT—w&—
3
1 0-9 10yr2/2 none L. 2/rn gr mfr g w 2 f
2 9-16 10yr4/4;' none scl. 2/m/sbk mfr g/w 1/f .4 .5
Ground 3 16-36 7.5 r4/6 none sl. 2/rn/sbk mfr g/w 1/f .5 .6
elev.
99.20 ft. 4 36-82 1 r5/4 none co.s. 0/s ml n/a n/a .7 .8
i
Depth to
limiting
Q factor
>8211
Remarks:
Boring# 1 10-12 10yr2/2 none L. 2/m/sbk mfr g/w 2/f .5 .6
2 12-18 10yr4/4 none scl 2/m/gr mfr g/w 1/f .4 i .5
.......................:ti:ti•::?::{
3 18-40 7.5 4/4 none iscl 2./m/gr Mfr - g/w
Ground
elev. 4 40-48 7.5yr4/4 none sl. 2/m/sbk mfr g/w n/a .5 11 .6
99.18 ft.
5 48-80 10yr5/4 none co.s. 0/s9 ml na/ na/ .7 .8
Depth to
limiting
factor
>80"
Re arks: stomes throu out H-1 to H-4 U t
Boring#
1 10yr2/2 none 2/m/sbk mfr g/w 2/f .5 .6
5 � 2 12-31 10yr4/4 none scl 1/f/sbk mfr g/w 1/f .2 : .3
Ground 3 31-44 7.5 r4/4 none ls. 0/s m]. /w na/ .7 .8
elev. 4 44-82 7.5yr4/6 none co.s. 0/sr, ml na/ /a 7 ? .8
98.18ft.
Depth to
limiting
factor
>82t'
Remarks:
Boring#
Ll
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05.'92)
STEEL'S SOIL SERVICE 1554 200th. Ave.
Gary L. Steel
C.S.T. 2298 Dean Gehrman New Richmond, WI 54017
MPRSW-3254 SEtiSO4 S33-T31N-R19W (715) 246-6200
town of Somerset
lotY `
Ito
Cf-
UPI pr)N-/I K(o02 0
7� V
Gary L. Steel
8-17-93
4
. CERTIFIED SURVEY MAP
N Located in part of the NE4 of the SA, and in part of the
° 3 SE4 of the SW4, all in Section 33, T31N, R19W, Town of
M Somerset, St. Croix County, Wisconsin.
41 4j
O N .r
+•` fA M
O
0 CD ER i IFi' 1i-DVC*"( MAP
L N ro 01 I v0 L. I
W W — ---
4- N -0 1
Au s <I
4j 0
v 4.. 4' (89°30'W)
b ° v --- N89°34'26"W 1325.'061
°1'~ L�1 662.34'
UI
C- U, I—I 1299.40'
M M 1
m W M I-1 e ,
x_11 0 004 •
.M N 41 l..
4- ti
.M 4-
41
Y! R Y/ M ..
4,
<
N � LOT
'4 7 = ? N N
O N 4- L I lA
y ° LO 12.79 Acres M
co
co
557,142 Sq. Ft.
C M 4., ^�I C\jj
Uj
oo , o
a l i Jl 11 s r1 s w
I—I % N88°20'06"E 659.44'
n-1 0
ow
OWNER U N –66.00' 593.44' r
Dean Gehram I ? I )
Rt. 4, Box 230 �] �( , L
New Richmond, Wi. H (/v M
54017 "' "' '
� � M LT3 M " _J
N O
M M N \u/
cli
M M N I
LOT 3 AREAS °O
c '
M
4.89 Acres Inc. R/W c° N88 020106 11E 658.51' °7
213,066 Sq. Ft. -66.00' 592.51'
4.40 Acres Exc. R/W
I _ °
191,726 Sq. Ft. o I LOT 2 rn
"a- rn O,
0 I� W E
.�1 M N 7
N Iv^ '°+ ROADWAY SETBACK LINE
NM N . . . . .. _
I
o I N87 018139"E 777.09' o D
'-- M W
01 –657.76 591.75' _
66. '
657.67'
M :r �_ N
to
N870181 3911E 783.65' =i
1801H AVENUE L
_ LOT 2 AREAS -°
__ ,, 4.89 Acres Inc. R/W
L Ir�FI _ _ !AN H1 I I [IJ 213,073 Sq. Ft.
3.94 Acres Exc. R/W
SCALE IN FEET 3 171,824 Sq. Ft.
6 loo 260 400 (SHEET 2 0 2 SHEETS) d 3 (0 qO—�U-W
Parcel #: 032-1091-80-000 06/11/2007 11:40 AM
PAGE 1 OF 1
Alt. Parcel M 33.31.19.435A 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): O=Current Owner, C=Current Co-Owner
O-MCDONALD, DENNIS
DENNIS MCDONALD
P O BOX 697 116 LEED
WILLERNIE MN 55090
Districts: SC= School SP=Special Property Address(es): *=Primary
Type Dist# Description
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 4.890 Plat: N/A-NOT AVAILABLE
SEC 33 T31 N R19W PT E1/2 SW1/4 BEING LOT Block/Condo Bldg:
2 OF CSM 10/27314.89 ACRES ASSESSED
W/032-1091-80-100 P435A-10 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
33-31N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 911/122
07/23/1997 902/639
07/23/1997 820/163
07/23/1997 754/194
more...
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/09/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 9.780 81,900 0 81,900 NO
Totals for 2007:
General Property 9.780 81,900 0 81,900
Woodland 0.000 0 0
Totals for 2006:
General Property 9.780 81,900 0 81,900
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
t WYrconsin Ddpartment of Industry, pS I L AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations 1"_
Division of Safety&Buildings in accord with ILHR 83.05,Wis. Adm. Code COUNTY
,t
Attach complete site plan on p or not less than 8 1/2 x 11 inches in size.Plan must include,but PARCEL I.D.#St
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or
l
dimensioned,north arrow,and location and distance to nearest road. REVIEWEdD BY DATE
APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION
PROPERTY LOCATION
PROPERTY OWNER:Dean GehrniR: GOVT.LOT SE 1/4SW 1/4,533 T ,N,R19 xiac(or)W
PROPERTY OWNER':S MAILING ADDRESS L-9 BLOCK# SUBD.NAM CSM#
806 150th. Ave. S n/.a n/a
CITY,STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE RJOW N
New Riclunond, WI. 54016 (175)246-2834 north part Somerset 180th. Ave.
New Construction Used] Residential/Number of bedrooms ( ] Addition to exls ng building
Replacement ( j Public or commercial describe 1
I ] p 2-�
Code derived daily flow 450 9Pd Recommended design loading rate•7 bed,gpd/ft2.8 trench,gpd/ft
Absorption area required 643 bed,ft2 563 trench,112 Maximum design loading rate,L_bed,gpd/ft2_,D_trench,gpd/ft2' _JL
Recommended infiltration surface elevatfon(s) 96 60 it (as referred to site plan benchmark)
Additional design/site considerations
Flood plain elevation,if applicable n/a ft
Parent material outwash
S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL I HOLDING TANK
U=Unsuitable fors stem )WS ❑U 56 ❑U 56 ❑U )E2 S ❑U ❑S .#BU ❑S [90
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Roots GPD/ft
Boring# Horizon Consistence Bot�rtdaly
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench
1 0-14 1 2/2 mvfr /w 2/f .5 .6
1v none L.
2 4-29 7.5yr4/4 none scl 2/m/gr mfr g/w 2/f .4 .5
Ground 3 9-48 7.5yr4/4 none ls. 0/sg ml g/w n/a .7 .8
elev.
100.35 ft. 4 -P,2 Oyr4/4 none co.s. /sg ml n/a /a .7 .8
Depth to
� r
limiting
factor .r
>82"
Remarks:
Boring# 1 -14 10yr2/2 none L: 2/m/gr mfr g/w 2/f_ .5 .6
2 4-30 7.5y4/4 none scl 2/m/gr mfr /w 1/f .4 .5
3 30-84 7.5yr4/6 none cO.s. 0/sg m1 na/ a/ .7 .8
Ground
elev.
100.1(lt.
Depth to
limiting
factor
Remarks:
CST Name:—Please Print Phone:
Gary L. steel 715-246-6200.
Address: 1554 200 h. Ave. , Ne .iclimond, VII. 54017
Si nature: _ _. .! – -- Date: 1 CST Number:
9 - k! , , c� cstri 2.298
8-17-. 3 - -.
~ t Dean Gbhrman SOIL DESCRIPTION REPORT Page 2 of
ERTY OWNER
ARCEL I.D.#
i
Structure GPD/ft
Boring # Horizon Depth Dominant Color ��� Texture Consistence Boundary Roots
in. Munsell Ou.Sz.Cont.Color Gr. Sz. Sh. Bed, Tmrch
r:Tzg.
1 0-9 10yr2/2 none L. 2/m/gr mfr
g/w 2/f .5 .6
k 3 vi<
.V, r mfr g/w 1/f .4 .5
2 9-30 7.5yr4A none scl 2/m/gr
3 30-84 7.5yr4/6 none co.s. 0/sg ml na/ n/a .7 8
elev.
1QO.ZN
Depth to
limiting
factor
>84"
Remarks:
Boring# 1 0-12 10yr2/2 - none L, 2/m/gr mfr gw/ 2/f .5 i .6
amp t
4 2 12-24 7.5yr4/4 none scl 2/m/gr mfr g/w 1/f .4 .5
Ground
3 24-52 7.5 r4/6 none o.s. 0/s m]_ /w a/ .7 .8
elev. 4 52-82 1 5/4 none f/S 0/s mvfr n/a n/a .5 1 .6
98.20 ft.
Depth to
limiting
factor
>82"
Remarks:
Boring# 1 10-27 10yr2/2 none L. 2/m/sbk mfr g/w 12/f .5 1 .6
�yt.A 2 7-41 7.5ry4/4 none scl 2/m/gr mfr g/w 1/f .4 5
3 1-48 10yr4/4 none sl. 2/m/sbk mfr Our n/a .5 '•. .6
Ground
elev. 4 48-80 10 r5/4 none f.S. 0/sp, mvfr na/ na/ .5 6
98.20 ft.
Depth to
limiting
factor
>80"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks: ------- ------ -- — --
SBD-8330(R.05i92)
y
STEEL'S SOIL SERVICE 15514 -9M01- Ave
Gaty L. Steel C.S.T. 2298 Dean Get�rman New Richmond, WI 54017
MPRSW-3254 SE'.SS1 S33-T31N-R19W (715) 246-6200
town of Somerset
1
lot #2
r
S�f-�'�- � l�� ,a� �,L. ►Ord'
N
t6 41 r 1113 lb
rj -
z _512
C
Gary Steel
8-17-93
Parcel #: 032-1091-80-100 06/11/2007 04:58 PM
PAGE 1OF1
Alt. Parcel#: 33.31.19.435A-10 032-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): O=Current Owner, C=Current Co-Owner
O-MCDONALD, DENNIS
DENNIS MCDONALD C-BOX 697
BOX 697
116 LEEDS
WILLERNIE MN 55090
Districts: SC = School SP=Special Property Address(es): "=Primary
Type Dist# Description
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 4.890 Plat: N/A-NOT AVAILABLE
SEC 33 T31 R1 9W PT E1/2 SW1/4 BEING LOT Block/Condo Bldg:
3 OF CSM 10/27314.89 ACRES ASSESSED
W/032-1091-80 P435A Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
33-31 N-1 9W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 1115/106 WD
1249/639 QC
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0 032-1091-80-000
Valuations: Last Changed: 07/15/2004
Description Class Acres Land Improve Total State Reason
Totals for 2007:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Totals for 2006:
General Property 0.000 0 0 0
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