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SOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commerce
Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code St. Croix
f,.otrriY
Aftach complete site plan on paper not less than 8112 x 11 inches in size. Plan must 9
include, but not limited to: vertical and horizontal reference point (BM), direction and - p
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. b0 /0! 3 to
e'
Please print all information. - 3 /b~d jG
Personal kdbnnalion you proms may be used f" law s. 15.04 (t) (m)).
■ MCEIVE property owner SEN Goof 17V 1/4 SW 114 S 6 T 28 N R 15 E~(oO~W
KURT AND ELIZABETH CHRI s
property ownersMeiling Address FEB I 2 Block* Subd. Name or CSft
f 4
677 Benoy Drive ~v~ own Nearest Road
State Tap R 01 X co u T 270th Street
Hudson, WI 54016 ( 15 31 FNOFI C
4 Code derived design flow rate GPD
a New Construction tlseE] Residential / Number of bedrooms
R~ Pubic or commence - Describe: ue ft.
material outwash/till Flood Plain elevati°n if appk*W
General comments Mound System - 1.42 ,saw fip e `0.5 m ffp~ Pj~~ (,Gy
and recommendations. DSS~ ems-- )~~it~•~ gj t~ gZ t~`^I
~ ~r n~•~nd d.~-~~. ~ ms's f`'` SY,~s
9 3 ~ 3 /B-3 , isc 72a be SG,
E t BodM# D g3 or;n~s
~
Ground surface elev. 101.55 ft. Depth to IimiUn9 factor 2 _ in.
❑Pit Soy Rate
• Consistence Boundary Roots GPD/fP
•Etf81 'Ef»
Horizon Depth D Redo) (Description Texture Structure
Qu. Sz. Cont. Color Gr. Sz. Sh.
Murrsei
I 3f-mgr mvfr cb 3vf-co 0.5 0•
1 0-4 10YR2/2 2f bk mfr ci 2vf-m 0.5 0.8
2 4-9 10YR2/2 2vf-m 0.5 0.8
3 9-14 10YR3/2 - sit 2f-mabk mfr cw
4 14-25 10YR3/4 - scl 1 f-mabk Mfi as 1vf-m 0.2 0.3
10YR3/4 c2f 10-YR4/6 scl m mefi cw lvf-m 0.0 0.0
5 25-31
till - - -
6 31-45 -
(Horizon 4 w somcgravel; Hormn 6 has some 10YR7/3 s.)
u„i ~br3 26
El Pit Ground surface 7-E 90.15 ft. Depth to uniting factor - in. Rate
p
Roofs
Horizon D Dotrrr>aart Color Redouc Desn Texhrre Structure Cow BorardarY fTi12
in. Munsell Qu. Sz. cont. Color
mvfr cb 3vf-m .8
1 0 4 10YR212 3f-mg
2f-mabk mfr ci 2vf-m 0.8
2 4-13 10YR2/2 cs 2vf-m 0.5 0.8
3 13-20 10YR3/2 - sil 2f-mabk mfr
ab l vf-m U.2 0.3
4 20-26 10YR3/4 - sil if--mabk mfr scl m mfi aw lvf-m 0.0 0.0
5 26-30 10YR3/4
6 30- till/isbr - -
150 • Eftluer# # - Bw 30 mgft. and TSS 30 mgll. ffgt
• E11N ient #1 = BOD > 30 220 mglt. and TSS >30:5 _ D~
(i' C~ C^ST Nunber
CST Nanar P" Solature v 224832
i Number
one
Mary Jo Hollister Data Evakration Conducted Teleph
Addn3s 02-05-04 (715) 426 - 1775
W9875 690th Avenuc, River Falls, WI 54022 ...,,..,,,1775
(Pending) Page 2 ~ 3
Property owner CMUSTENSEN, Kurt & Elizabeth P~ ID #
❑ eons (LDT y l 100.10 ft. Dept, to lirnding factor _ 19 in. Sol Rabe
Borkv Pit Ground surface elev. enoe Boundary Roots GPD/fP
Gr. Sz Sz. Sh "Efw1 *0102
Horizon Depth Dom Color Redox Description Texture
Qu. Sz. Cont. Color Gr. .
in. wiurhsell of 3vf-co 0.5 0.8
1 lOYR2/2 3f--mgr mvfr 1 2f-mabk mfr cs 2vf-m 0.5 0.8
2 4-10 10YR2/2 - ai 2vf-m 0.5 0.8
3 10-13 IOYR3/2 - sil 2fabk mfr
lvf-m 0.4 0.6
sicl 2fabk mfi cw
4 13-19 10YR3/4
m mefi cvh+ lvf-f 0.0 0.0
5 19-24 10YR3/4 f2f 10YR4/6 scl
6 24-60 till
f MO
Boring # Pi ft. Depth to WnftV factor in. Soi Rabe
El Pit Ground surface elev. GPOVfF
Consis Boundary Roots
Structure tence
Horizon Depth Dominic Redox Desaiption TexUxe "Efft1 "Ef #2
Qu. Sz. Cord. Color Gr. Sz Sh.
in. MtMheeM
❑ Bornhg # 9 Boring Ground surface elev ft. Depth to Wndahg factor in. Rabe Sol Ion Pit ~ Roots
Horizon Depth Day Redox Description Texwm Shjck ie •E f *002
Sh.
Qu. Sz Cord. Color
in. Munseti
Emend # = BCD, 30 mg& and TSS < 30 mglL
* Effluent #1 = BOD$ > 30 220 mg►t. and TSS >30:5 150 mgll_
3151 or TIY ~64-8access 77 services or
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VOL 18 PAGE4732
KATHLEEK R. VAIIA'Sft
REGISTER OF DEEDS
RECEIVED XFOR°RECORD
CERTIFIED S V RVEY MAP 04/27/2004 01:10PK
LOCATED IN PART OF THE NW1/4 OF THE SW1/4 OF CERTIFIED SURVEY MAP
SECTION 6, T26N, RI 5W, TOWN OF CADY, ST. REC FEES 13.00
CRODC COUNTY, WISCONSIN, BEINO LOT 1 OF COPY FEE.- 3.00
CERTIFIED SURVEY MAP IN VOL. 10, Pa. 2913. PAOESs 2
ACCESS RESTRICTION NOTE:
All lots are hereby restricted so that no owner, possessor, user, licensee, or other person may have
any right of direct vehicular ingress from or egress to any highway lying within the right-of-way of THIS INSTRUMENT DRAFTED BY EDWIN FLANUM
Interstate "94", it is expressly intended that this restriction constitute a restriction for the benefit of the JOB NO. 0402 DATE 2-18-04
public as provided in 9.236.293, Wisconsin Statutes and shall be enforceable by the depa invent.
W1/4 CORNER E1/4 CORNER
SECTION 5
SECTION 6 N8~9°38'42-E 6211.5TA NORTH LINE OF THE SW1/4
_DOSTING MMPC~LQ`l'tl'_ CD 9m H19 a 0 [`r ) IRV OUDUIRM5
DRIVE f$ -
7--Z-.0(Y (NMOV53"P 869°36'42°W 882 64' - 333.49P
` ISTING 5 4tVJ.3tr
I FIELD DRIVE
E3 8 $3
2.21 s,8 ACOTINC RM!
I ~ lolr 933 so. F•r. AP MOVED
j 2.07 ACRES EXC R W A ST. CROW OOUNT Y
r~89,977 SO. FT. Pi ou" zonittp era Perks Committee
00 , APR 2 7 2004
I
j 9 6 F JOINT DRlVtWAY LOT 2 A if not reoorded within 30 days of
I M EASEMENT 2.16 ACRES INC RAN approv
eflmq be
1 I i 999,279 SO. Ff. approval null anti void all
o I 2.03 ACRES EXC R/W
1 I 88.421 SO. FT
EXISTIN+1% 33.00 S89°24'17"E 519.29'
QI DRTVE-~II 486.29
pO I
ORMINWAY F*seuENT TO LOT 4
I 486.29 N oa
I S89-2,07-E619.29
O Q
C(°~J I
LOT4
7.82 ACRES !LI
I ~I
I 331,848 SO. FT. n I
o f w F ~ I
I
ai LOT3
7.00 ACRES INC EASMENT 8 R/W I
304,991 SO. Fr. Z I
RqI 6.21 ACRES EXC EASEMENT & R/W
Ir I W 270,717 SO. FT. gi W ~~JJ
I ~ I
L°~. I I
~I LL 1
_ BORINGS Z I
(TY
l
I
NOR HERLY UNE OF 1-94 521D4, NO ACCESS , 11 N 664E 8994.09 334.05'
(N851;'14'W854.74.) LEG END
Vii E WIDTH
SURVEYOR 1-94 1 5/16" O.D. IRON PIPE FOUND
EDWIN C. FLANUM KDUq bE LIZOABEfH CHRISTENSEN MASONRY NAIL FOUND
NORTHLAND SURVEYING, INC. 877 BENOY DRIVE
I 858 A HWY 65" / P.O. BOX 14 HUDSON, WI 54016 X ST. CROIX COUNTY SECTION
ROBERTS, WI 54023 CORNER POSITIONED FROM WITNESS
PHONE 715-749-1718 OWNER MONUMENTS OF RECORD
HANLEY TERKELSEN
w FAX 715-749-1719 2721 80TH AVENUE O 1"X 18" IRON PIPE SET WEIGHING
54027
O SW CORNER SCALE IN FEET WILSON, 1 140' _ 1.13 LBS. PER LINEAR FOOT
SECTION 6 - ROADWAY SETBACK LINE (WIDTH AS SHOWN)
SHEET 7 OF 2 SHEETS O 150 9000000Q PREVIOUSLY RECORDED DATA
Vol 18 Page 4732