HomeMy WebLinkAbout008-1068-30-000
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
J~ vision of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
4 County ST°• ~.171~
,f Aitach 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 Parcel I. . • ~~2.r
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
M
Please print all information. Reviewe y Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 3 Q~
Pro erty Owner L&j f ~ 1E~,j ~ / Location 3~Z
^jE 1/4S&-1/4 S ZIT Z<? N R 16 E(or W
P;G wrte?Es Mailing Address Lot Block # Subd. Name or CSM#
S S g 6 0 `iL-~ P-v 01: X 2 1 2(021- - eS~1 LlCity State Zip Code Pho a Number 1 ..Q City ❑ Village 2 Town Nearest Road
ST. C OIX Cou
Ivi S~Go ^~"7= _v 6-LL~ C
(R~ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 0 0 0 GPD
❑ Replacement ❑ Public or commer 'al - Describe:
Parent material t_ O ^ t3 C I a~n elevation if applicable ft.
General comments " / Q
and recommendations: pv g 6 S T1Z1 I3 V j 1 U1~J CL't L , S%~ i
"J W' i
2 t! t~ UM 0 F- S ~ Ft ~L, Cf/h - +'yLo C1 4a
U ~ - Co~1Uv~ tsz ~g.s' S'
❑ Boring # Boring Z Z
® Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPC/ft2
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. 'Eff#i •Eff#2
Z g zZ 10`~r~3 lb l0 7sbk rn` C w l`{~ • S . ~3
3 zz-3 o ) b-M 3A, ~l ~ S ~t 2 s~8 S) 1 L e s ~ 12 m~l^ - Z - 3
F1 Boring # ❑ Boring ZO
® Pit Ground surface elev. c1 Z ft. Depth to limiting factor in.
Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 D-~ tiblj t z- s z Z`Fsbc~ m v~r ~s -z~ , S
g zo )v1R-3tb - sj 3 sb`2 yvi 0L'J 1-P •S
3 ZU-3S ) o ff 12.316 l~ S `J 2 S/3 s 1 1 t o Sb k m~F>^ - , Z 3
Effluent #1 = BODS > 30.< 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) I ture CST Number
Arthur- L. Wegerer 0.Z-Z3l -Z 220254
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. 1-lain St. River Falls, UI 54022 1Q-3-uZ 715-425-0165
1
Property Owner r in h'1 ~"J Parcel ID # Page of
D1 rl/ G Z 3
3 Boring # ❑ Boring
Pit Ground surface elev. 98.7 ft. Depth to limiting factor Z Z in,
ation Rate
Horizon EDepth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soil A%G/ft2
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
~ "tR-3~
1O L R 316 - S 1 3`~s bk Yvt`Fh (21 J l~ .S fi
3 ZZ 36 1D`12 Vb 7.S L12 S/a S) 1 1~ sb►c VY1`f1- - - Z -3
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounder Roots !*Eff#l l Application Rate
In_ Munsell Qu. Sz. Cont. Color y GPD/ft
Gr. Sz. Sh. •Eff#2
Boring # ❑ Boring
❑ Fit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil ApG D ion Rate
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
'Eff#1 •Eff#2
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R. W00)
~ V
PLOT PLAN Page 3 of 3
.
Scale 1'=40 '
4-
~v wt of ~~tL L qq q cl~
BM # } 7"
o
3.Z
\ bolo
y 4311WZ
~ ags G
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D Orv_ q 7Y N-13Ly" 01 A _ ?U Q- PLPE w 1 LA~M_. -
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10_3_pZ 715-425-0165 220254 (D2-Z3)-Z
CST Signature Date Telephone No. CST No. Job NO.
Parcel 008-1068-30-000 08/03/2005 10:27 AM
PAGE 1 OF 1
Alt. Parcel 23.28.16.352C 008 - TOWN OF EAU GALLE
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 - CARRISON, DARLENE
DARLENE CARRISON
1309 CTY RD M
RIVER FALLS Wl 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 202 CTY RD B
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 6.140 Plat: 1630-CSM 17-4452 008/03
SEC 23 T28N R16W PT SE SE CSM 17-4452 Block/Condo Bldg: LOT 01
LOT 1 (6.14AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
23-28N-16W SE SE
Notes: Parcel History:
Date Doc # Vol/Page Type
09/24/2003 741139 2418/152 WD
03/27/2003 714790 2185/32 CO AF
02/07/2003 708701 2134/253 WD
01 /31 /2003 707840 17/4452 WI M
2005 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 07/19/2004
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 6.140 800 0 800 NO
Totals for 2005:
General Property 6.140 800 0 800
Woodland 0.000 0 0
Totals for 2004:
General Property 6.140 800 0 800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
• - • v rG/
R RR M R 74+784 GD
' D L5 L5 Lt L5 S?'ASTER OF DEEDS
CROIX CO.
MI
FEB 4 RECEIVED FOR RECORD
01/31/2003 11:45AN
EXElPT #
REC FEE: 13.00
TRANS FEE:
COPY Firm: 00
CERT COPY FEE:
CERT IF I ED SURVEY MAP PAGES: 2
LOCATED IN THE SE 114 OF THE SE 1--,4 OF SECTION 23, T28N, R 16W, TOWN OF EAU
GAL L E, S T. CRO I X COUNTY, WISCONSIN.
PREPARED FOR: N
WALTER FENSTRA
S 114 CORNER OF SECTION NOTE: BEARINGS ARE
23 (FOUND I' IRON-PIPE)." REFERENCED TO THE EAST LINE
OF THE SE 114. (ST. CR01 X
UNPL A TTED LANDS COUNTY COORDINATE SYSTEM).
m~ w
' V
or,•I w WEST L INE OF THE SE-SE
N00° 10' 29' E
330. OT'
rn
~~gCOAl
~ ro:'ro
x JAMES M.
cmo n p A WEBER
z ~~oa 8-1804
SPRING VALLEY,
ci :4
v~J=' n h "Q
:c u
ty Q ti 'c~v n ' cn ao S
(b
(b rn (b
Oz p.,
a n JAMES M. WEBER S-1804
r r •~i W W . y LANDMARK SURVEYING
NO0° 14' 35' E o rn DATED i4o\3 • 5, 2..-A0*
<<?
rz)
.z r 264.05'
:z w ~ w :z
w w DE TA IL
v
w o~ w NO SCALE
• DR I VEWAY EASEMENT
~
y X S00018' 44' W
ono ~w 122. 9P
m
T) N 56.91 66 00,
. N89°41' 16"W-~
124.14' g 66.26' 63_43 O-
z. - - - 14' 66.00 139.92' _
HIGHWAY SETBACK LINE SHED 190.
y
SOO' 18' 44" w........ 60 ZS04'48- 26'E
- 129.69'
w
SOUTHEAST CORNER OF t!2. 91' EAST LINE OF THE SE 114
SECTION 23 (FOUND
ST. CROfX COUNTY vi QI - - -
ALUMINUM CAP .~--2316.59'
MONUMENT. - - w --YOOO 18'44' W
VS60to #I off
18 44 W E 114 CORNER OF
330.06' SECTION 23. (FOUND N
ST.CROIX COUNTY ALUMINUM
0- SET I* 0. D. X 18' IRON CAP MONUMENT
PIPE WEIGHING 1. 13L9S PER
LINEAR FOOT. UNPLATTED LANDS
'
1'-200'
O 100 200 400 SHEET I OF 2
2002094 THIS INSTRUMENT DRAFTED BY JIM WEBER ,
Vo1.17 Page 4452