HomeMy WebLinkAbout020-1016-70-050
2227
Wisconsin Department of Co erce MAYO SOIL VALUATION PJuip Page 1 of 3
Division of Safety and Buildin p S C
r in al)4r y~,,~ with omm 85, Wis. A C A.C.E. Soil & Site Evaluations
Attach complete site plan onkU/X inches i size. Plan must Coun St. Croix
include, but not limited to: vertical and point M), direction and
percent slope, scale or dimensions, north a a distance to nearest road. Parcel I.D.
020-1016-70-OjO , 7q-B
Please print all information. Rev' ad By at
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
St. Croix Valley Girls Scouts, Inc. Govt. Lot NW 1/4 NE 1/4 S 13 T 29 N R 19 W
Property Owner's Mailing Address Lo Block # Subd. Name or CSM#
400 South Roberts Street 2 na d CSM Z
City State Zip Code Phone Number City -J Village t/ Town Nearest Road
Saint Paul MN 55107 Hudson 100Th Ave.
0 New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
_I Replacement J Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Site suitable for conventional POWTS at 0.5 gpd loading rate. Proposed trenches to be installed at
approx. 4' below original contours, "stepping down" as slope descends.
Boring # J Boring
VJ Pit Ground Surface elev. 93.87 ft. Depth to limiting factor >88° in. Soil 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 0-6 1Oyr3/3 none Is Osg dl cs 2fm,1c 0.7 1.6
2 4-40 7.5yr4/6 none gr Is Osg dl cs 2f,1mc 0.7 1.6
3 40-66 1Oyr4/6 none gr s Osg dl aw 1f 0.7 1.6
4 66-88 1 Oyr4/6 none s & gr Osg dl - - 0.7 1.6
Horizon #4 contains approx. 30% gravel.
Fil Boring # - I Boring
0 Pit Ground Surface elev. 86.62 ft. Depth to limiting factor >90" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2fgr ds as 2fmc 0.6 1.0
2 10-18 1Oyr4/4 none sl 2msbk mfr cs 2fmc 0.6 1.0
3 18-27 7.5yr4/6 none cost 2msbk mfr cw 1fmc 0.6 1.0
4 27-54 7.5yr4/6 none cos & gr Osg ml aw 1fm 0.7 1.6
5 54-90 10yr4/6 none Is Osg dl - 1fm 0.5 1.0
Horizon #4 conatains approx. 30% gravel and es. rizon #5 contains 1/2" -1" bands of 10yr4/4 Its. Loading rate adjusted to reflect restricted
permiabi ty of horizon associated with Ifs bands.
' Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 g/L uent #2 = BOD5 < 30 mg/L and TSS s30 mg/L
CST Name (Please Print) Signature: CST Number
James K. Thompson a..---- 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 8/30/2010 715-248-7767
E
Property Owner St. Croix Valley Girls Scouts, Inc. Parcel ID # 020-1016-70-000 Page 2 of 3
[-3 ] Boring # Boring
&11 Pit Ground Surface elev. 94.22 ft. Depth to limiting factor >90" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/3 none sl 2fgr ds as 2fm,1c 0.6 1.0
2 8-24 10yr4/4 none sl 2fsbk mfr cs 2fm,1c 0.6 1.0
3 24-33 10yr4/4 none sicl 2fsbk mfr gs 2f,1m 0.4 0.6
4 33-47 10yr4/4 none sil 2fsbk mfr cw 1vf,f 0.6 0.8
5 47-60 10yr4/6 none gr Is Osg ml cw 1vf 0.7 1.6
6 60-90 10yr5/6 none gr Is Osg dl - - 0.7 1.6
❑ Boring # -1 Boring
J Pit Ground Surface elev. fl. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS S_30 mg/L and TSS <30 mg/L
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SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations
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Tx:4009013
926216
BETH PABST
REGISTER OF DEEDS
CO., WI
N °.N CERTIFIED SURVEY MAP ST. CROIX
~ rr1 RECEIVED FOR R RECORD
W LOCATED IN THE NW 1/4 OF THE NE 1/4 OF 11/04/2010 3:43 PM
Z SECTION 13, TOWNSHIP 29N, RANGE 19W, TOWN EXEMPT
? OF HUDSON, ST. CROIX COUNTY, WISCONSIN REC FEE: 30.00
w COPY FEE: 3.00
boa
PAGES: 2
L
y J U
m L z
o ; I 0t~\ PREPARED FOR:
E z GIRL SCOUTS OF MINNESOTA
VtSL S M. / AND WISCONSIN RIVER VALLEYS X' P 1n a~
° I~QT
a \ 400 Robert Street South
I
_t. '3788 SQT 6 L~T1 I j QTR
St, Paul, Minnesota 55107
BENCHMARK
Top of 1 IP ~ a C.S.M._VOL._15, PG. 4040 F-point of Beginning
Elev.-892.5 \ T North line of the F
r-NE 1/4 of Sec. 13. 1 LOT C.S.M.
N 1/4 Comer Section 13
C_. 1L LG. -311
. Computed from Witness, I o/ / 043'23-E 7wp. 29N, Rge. 19W 66' 1 70
Monuments of record. N89
3 I rn
/ 1 O n
_ 1327.96 ~e
- 439.51'
- - - - ~1d 47LOT Fencs 797.65' • ~4~ ~f 327.96104.051 *p0'19 54 E 2 S8943'23'
1 ; TOTAL I /
trN
Ih f 741,485 Sq Ft...' 17.02 Acres . ro
/ 75' setback . h/~^• `-SEE
E ^ I - from OHW . 0 DETAIL ~~A
OHW Mark, Elev.-887.9, i
Verified by Zoning W N
Office, October 2010 JC I I i 0 ~0 ~3• . Z ~
ZII W it Approx.
3 -iJl a ,-Waters
Z a LO O7 Edge O `4 W J a
m to CO V
\ . , . t\ I °I I
al of H
LOT 2 N M I
TOTAL 0 ~
z °I pl Z 1,010,035 Sq. Ft. W al UI
23.19 Acres z 51 ql
MEANDER LJNE
/ Outhouse Building deDt6ee
0 to,
0 Shelter Q°
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h o P
h I
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5 Shelter u1M~
6
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- ~ 1277.85'
0
ol~RQA12 _ 30.70'
-166 S89040'26„W r-
a0 `-SEE " SW 1 /4 - NE 1 /4 I
a: DETAIL B
wll UNPLATTEQ LANDS
to I OWNED BY LAJ,JER
z
X
66
North line of the p
/ NE 1/4 of Sec. 13, ~ we 3 `/~T•
/ Twp. 29N, Rge. 19"14,1' ? in y~
8 - co 7h
46 j ,
2 W
21.23, born Q/
0 Soil Test Pit, by Others Sp0'19 to /°o ► ,~65
O N80* '5 43 / vi
4 dC~UICHEDCIN ~-41.85'
w
33.45
tO 89'40'26"W
Found Aluminum Count X1.36 ROAD
U County
Section Corner Monument N~~/ ~ 1 N60 35 43 E W~tl6' DETAIL "B"
• Found Iron Pipe Z1 IQI(No Scale)
a
O Set 3/4" X 24" Rebar, O DETAIL "A• wl 0
Weighing 1.502 lbs. per a1
VIII
(No Scale)
Linear Foot
GRAPHIC SCALE
Meander Line 0 150 300 600
• • 50' Roadway Setback Line
This Instrument Drafted by. Chris Sharp,
Carlson Professional Services, Inc. SHEET 1 OF 2 SHEETS (IN FEET)
of 2
Vol 24 Page 5743
y .
Parcel 020-1016-70-050 05/09/2011 10:33 AM
PAGE 1 OF 1
Alt. Parcel M 13.29.19.74B 020 - TOWN OF HUDSON
Current 1XI ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
11/04/2010 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
0 - GIRL SCOUTS INC, ST CROIX VALLEY
ST CROIX VALLEY GIRL SCOUTS INC
400 S ROBERT ST
ST PAUL MN 55107
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC
Legal Description: Acres: 23.190 Plat: 5743-CSM 24-5743 020-010
SEC 13 T29N R19W PT NW NE CSM 24-5743 Block/Condo Bldg: LOT 02
LOT 2 (23.19 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
13-29N-19W NW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
11/04/2010 926216 24/5743 CSM
421/444
2011 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 01/06/2011
Description Class Acres Land Improve Total State Reason
Totals for 2011:
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