HomeMy WebLinkAbout030-2002-95-000 (2)
, Wsconsin 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, dm. !C6de_-,--,,
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size/ PlaR"must FIA, but St. Croix
_ PARCEL I.D. # L~
not limited to vertical and horizontal reference point (BM), direction and ~o df ~ lope, scw or tvic,
dimensioned, north arrow, and location and distance to nearest road. 030-2002-9 -000
p DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R WED
'~~c oZU
PROPERTY OWNER: PROPERTX11W_ ION
rC NW 33 T 30 N ,R 19 X(or) W
JGQV1`.~N 8/4 )/4,s
rT(yF~ Man,~cnl,~ 7 ~ ~
PROPi4y( ~li W( ':%elLIg? ADDRESS QT # BL CK # SUBfy.'NAME OR CSM #
a` na nla r~a~
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY tCA E [SOWN NEAREST ROAD
Bayport, M. 55003 (6511 430-0412 St. Joseph Ct . Rd. "E"
[x] New Construction Use [ Residential / Number of bedrooms 4 [ J Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ft2 •8 trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2 r-~
Recommended infiltration surface elevation(s) 104.20 It (as referred to site plan benchmark)
Additional design/ site considerations trenches 4.50' below grade
Parent material outwasb Flood plain elevation, if applicable na It
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem F7 S ❑ U EkS 1:1 U F7 S El U @ S ❑ U E3 S ❑ U ❑ S l~ U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer&
1 0-9 10yr3/3 none sil 2msbk mfr cs 2f .5 1 .6
2 9-27 10yr 4/4 none sil 2msbk mfr gw if .5 .6
Ground 3 27-40 7.5yr4/4 none s 2msbk mfr gw if .6
elev. 4 X40-120 .5yr4/4 none co s Osg ml na na .7 .8
109.2 ft.
Depth to
limiting
factor % 3 C.0
a r
+1201,
Remarks:
Boring #
1 0-14 10yr3/3 NONE sil 2msbk mfr gw 2f .5 .6
2 2 14-33 10yr4/4 none sil 2msbk mfr gw if .5 .6
3 33-52 7.5yr4/4 none S1 2msbk mfr yw if .5 .6
Ground
elev. 4 152-12- 7.5yr4/4 none cos Osg ml na na .7 .8
109. A.
Depth to
limiting
factor
+120"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave. N chmond WI 4017
Signature: Date: 3-13-2000CST Number: m02298
1
PROPERTY OWNER Jeff Mendenhall SOIL DESCRIPTION REPORT Page 2, of 3-,
PARCEL I.D. # 030-2002-95-000
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
-10 10yr3/3 none sil 2msbk mfr gw 2f .5 .6
3
2 10-30 10yr4/4 none sil 2msbk mfr yw if .5 .6
Ground 3 0-44 7.5yr4/4 none sl 2csbk mfr gw if .5 .6
elev.
108.Qt. 4 4-100 7.5yr4/4 none co s Osg ml na na .7 .8
Depth to
limiting
factor
+100"
Remarks:
Boring #
1 -12 10yr3/3 none sicl 2msbk mfr gw 2m .4 5Y
4 2 12-28 10yr5/4 none sil 2msbk mfr yw lm .5 .6
3 28-50 10yr5/4 none sil M na gw na .2 i.3
Ground
elev. 4 50-10 7.5yr4/6 none co s Osg ml na na .7 .8
105.4 ft.
Depth to -
limiting
factor
+100" i -T
Remarks:
Boring #
1 0-9 10yr3/3 none sil 2msbk mfr yw 2f .5 '.6
5? 2 9-27 10yr4/4 none sil 2msbk mfr if .5 .6
3 27-96 7.5yr4/4 none cos Osg ml na na .7 .8
Ground
elev.
105.4t.
Depth to
limiting
factor
+96"
Remarks:
Boring #
Ground
elev.
ft. i
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Jeff Mendenhall 1554 200th Ave.
CSTM2298 NE4NW4 S33-T30N-R19W New Richmond, WI 54017
MPRSW-3254 town of St. Joseph (715) 246-6200
N
1"=40'
BM.= top of 1" pvc pipe C el. 100.00'
Al BM.= top of 1" pvc pipe C el. 104.80'
Ily
10''
~y
-c~• Fva
f
P
Gary L. Stee
3-13-2000
Parcel 030-2002-95-000 07/16/2007 10:27 AM
PAGE 1 OF 1
Alt. Parcel 33.30.19.363D 030 - TOWN OF SAINT JOSEPH
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 - ELLSTROM, BRIAN D & SHARON HORNE-
BRIAN D & SHARON HORNE- ELLSTROM
1185 64TH ST
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 1.950 Plat: N/A-NOT AVAILABLE
SEC 33 T30N R19W PT SE NW COM 1095 FT W Block/Condo Bldg:
OF NE COR, TH W 172 FT, S 489 FT TO CEN
LN HWY "E", S 87DEG E ON CEN LN 175.5 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
FT, TH N TO POB 33-30N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
03/28/2001 641444 1608/351 WD
03/28/2001 641443 1608/350 WD
04/30/1999 602326 1423/125 LC
07/23/1997 444/290
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/08/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.950 53,900 0 53,900 NO
Totals for 2007:
General Property 1.950 53,900 0 53,900
Woodland 0.000 0 0
Totals for 2006:
General Property 1.950 53,900 0 53,900
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