HomeMy WebLinkAbout024-1029-70-000
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor Tana Hyman Relations ►rV D 1 2d~-
Divi<son of Safety 8 Buildings in accord with ILHR 83.05, WISE COUNTY
wr St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. aQ st inc*e but
RCEL 10 .
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not limited to vertical and horizontal reference point (BM), direction and 0 pe ~a(e on " I
dimensioned, north arrow, and location and distance to nearest road. + i' wr-'~ bL pending v
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APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATI r• I
' !
PROPERTY OWNER: ROPERTLLO_C ,bN
*VT. LOT" i'111 d/ , 21 28 ,N,R 17 ~&or) W
y:a en
PROPERTY OWNER':S MAILING ADDRESS BLOCK # r E SM #
212 Walnut St.
CITY, STATE ZIP CODE PHONE NUMBER ❑CI VILLAGE VfeA NEAREST ROAD
Hudson, WI. 54016 (71% 386-2007 Pleasant VAlle 30th. Ave.
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 • 4 bed, gpd/ft2 •5 trench, gpd1ft2 S
Absorption area required 375 bed, ft2 375 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2 S~
PAddifional mended innitration surface eievation(s) 111.1u It (as referred to site plan benchmark)
design / site considerations system el . based on contour line of el . 110.10'
material pitted glacial drift Flood plain elevation, if applicable na ft
itable for system CONVENTIONAL MOUND IN GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK
suitable fors stem ❑ S7 U ®S ❑ U ❑ S [RU ❑ S fl U ❑ S 1211 ❑ S au
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
`<<__..>< 1 0-10 10 r4 3 none I 2mshk mfr MI; 2f .5 .6
2 10-27 10yr4/6 none sici 2msbk mfr 9w if .4 .5
Ground 3 127-45 7.5 r4/4 c20.5 r4/6 scl lcsbk mfr na na .2 .3
elev.
110.9 ft.
Depth to
limiting
factor
27"
Remarks:
Boring #
1 10-12 10 r3 3 none 1 2msbk mfr 2f .5 .6
2 112-30 10 r4/4 none sici 2msbk mfr gw if .4 .5
3 130-50 10yr4/4 20.5yr4/6 sici 2msbk mvfr na na .4 `.5
Ground
elev.
110.6 ft.
Depth to
limiting
factor
30"
Remarks:
CST Name:-Please Print Phone:
Gar L. Steel 715-246-6200
Address: 1554 200th. Ave., New ichmond, WI. 54017 m02298
Signature: 01/ Date: 7-16-96 CST Number:
PROPERTYOWNER Allen C!_ N1/hagQn SOIL DESCRIPTION REPORT Page 2 of
PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trends
Li 1 0-13 10 r
2 13-33 10 r4 4 none sicl 2msbk mfr aw if .4 .5
Ground 3 33-40 10yr4/4 none sicl lcsbk mfr w na .2 .3
elev.
108.7 ft. 4 40-55 5 r4 4 none
Depth to
limiting
factor
40"
Remarks:
Boring #
i:•+-J :iii
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
13
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
A
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Allenl C. N New Richmond, WI 54017
MPRSW 3254 NW4Nw4 s21-T28NT28N- R17w
town of Pleasant Valley (715) 246-6200
.f
N
1"=40'
BM.= top of 1" pvc pipe @ el. 100'
Alt. BM.= tol of wooden fence post C el. 103.6'
5"-a2.
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GAry L. Steel
7-16-96
Parcel 024-1029-70-000 04/18/2007 12:26 PM
PAGE 1 OF 1
Alt. Parcel 21.28.17.182A 024 - TOWN OF PLEASANT VALLEY
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 - GESSELL, JOHN J TR
JOHN J TR GESSELL
29421 HILLCREST DR
STACY MN 55079
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 16.700 Plat: N/A-NOT AVAILABLE
SEC 21 T28N R17W PT N1/2 NW1/4 BEING LOT Block/Condo Bldg:
1 CSM 11/3166 16.7 AC
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
21-28N-17W
Notes: Parcel History:
Date Doc # Vol/Page Type
08/04/2006 831434 QC
08/04/2006 831433 WD
04/29/2004 761066 2560/327 LC
07/23/1997 1183/366 WD
more...
2007 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/25/2001
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 16.700 54,300 0 54,300 NO
Totals for 2007:
General Property 16.700 54,300 0 54,300
Woodland 0.000 0 0
Totals for 2006:
General Property 16.700 54,300 0 54,300
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
0~ 2
FILED
6
6 OCT011996®
KATHLEEN H. WALSH
Register of Deeds 3 0 1996
SL Croix Co., WI St
550239 ti ST. IX coUNTY
RFCORD
CERTIFIED SURVEY MAP
Located in part of the NW1/4 of the NW1/4 and the NE1/4 of the NW1/4
of Section 21, T28N, R17W, Town of Pleasant Valley, St. Croix County,
Wisconsin. UNPLATTED LANDS
NW Corner of 30th AVENUE Nk Corner of
Section 21 North line of the NW1/4 of Section 21 Section 21
N89°5¢'17"E N89056'17"E 820.53~~ M N89°56'17"E
6551.53' .0 479.53' 341.00' 1146.06'
2' 479.56' 341.00'
o c 89°56'17"E c 820.56' I o
N
C . M. . .n............ ....M.
t- O House & 4P
/ Garage Lr-•Jrf'I 3
m Z
4j W 1431
°.o
DWell\
o
d N \
c c d c (--1 Conc.
0 o +s'/ Found. Z
m , 04
0 0 ° - _ III ilo o_ m
L- V) Seti 4-
L- o w CSI ^ W a; Moundc `0 ° C/)I z° 21 CD co o 00 QI
i~ I - m y
2=1 M z° ¢I r~ LOT 1 0 LOT 2 1 C:) 4) z V, JI Ln JI a
y ~ w _ 0 8.00 Acres Inc R/W is
Q u z o W 16.70 Acres Inc R/W z 348,496 Sq. Ft.
QI m
531 ~ c" ^ 727,470 Sq. Ft. 7.74 Acres Exc R/W 3 -P
I-I 337,243 Sq. Ft. a hw-i N°
W
I--I oo N N 16.34 Acres Exc R/W y - ; 0
711,645 Sq. Ft. I r ¢I "
JI .4
CLI w o 4-
ZI o z m m ° ZI
~I c N Y ~I T
4- v- r G
0 0
N \ \ N
J
g_ N
3 Z Z W t0
L 0 'O
341.00' c
S89°56'17"W E
OWNER J
c
Allen Nyhagen io A
212 Walnut Street n:
Hudson, WI 54016 Co
N
3'
S89°54'42"W 821.50'
4 South line of the N1/2 of the NW1/4
LEGEND UNPLATTED LANDS SCALE IN FEET
X Masonry Nail Found at Section Corner
(See County Surveyor for Section Corner Ties) 0 100 200 3 00
O 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per Nnear foot.
1001 Roadway Setback Line
Existing Fenceline
--G--Existing Gas Pipeline.
.
t
N
OQ
Vol. 11 Page 3166
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