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RECEIVED ~~❑l rV
SOIL E UATION REPORT #1854
Department of Commerce MAY 1 8 a2 nee w h 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Building ~Ub Steel's Soil Service
ST. County
Attach complete site plan on pap not less AiRi4~CQhN-Elges in PI St. Croix
include, but not limited to: vertical ntal reference point (B dire on
percent slope, scale or dimensions, north arrow, an stance to nea road. Parcel I.D. 02~ G ~U~
Please print all information. Revie d B G~/I/~-- Date
Personal information you provi may be used for secon purpo (Privacy Law, s. 15.04 (1) (m)). ! U b
Property Owner Property Location
American Classic Homes G na SE1/4, NE1/4, S25, T29N, R19W
Property Owner's Mailing Ad ss ` Lot # Block # Subd. Name or CSM#
45 New England Place Suit 00 38 na Indigo Ponds
City State Code Ph tuber ity E] Village ❑ Town Nearest Road
Stillwater MN 55082 651-248-3871 Hudson Highlandr Tr
New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ Public or commercial - Describe: na
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na ft.
General comments Mound Design, system elevation 101.50ft, based on contour line elevation 100.70ft. Minimum of 10 inches
and recommendations: class 33 mound sand.
Boring # Ground surface elev. 99.90 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2
1 0-2 10yr3/1 none I lmsbk mfr cs 1c .4 .6
2 2-10 10yr3/4 none Is osg mvfr CS 1c .7 1.6
3 10-26 10yr4/4 none Is osg mvfr gw na .7 1.6
4 26-60 7.5yr4/4 c2d 7.5yr5/6 Is/scl om na na na .0 .0
Boring # Ground surface elev. 99.90 ft. Depth to limiting factor 44 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-2 10yr3/1 none I lmsbk mfr cs lc .4 .6
2 2-10 10yr3/4 none Is osg mvfr cs is .7 1.6
3 10-44 10yr4/4 none Is osg mvfr gw na .7 1.6
4 44-100 7.5yr4/4 c2d 7.5yr5/6 Is/scl om na na na .0 .0
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 :j30 mg/L and TSS s.30 mg/L
CST Name (Please Print) c / Signature: CST Number
David J. Steel : 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/3/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner American Classic Homes Parcel ID # pending Page 2 of 3
. i
J
Boring # ❑ Ground surface elev. 102.90 ft. Depth to limiting factor 27 in.
7
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-2 10yr3/1 none I lmsbk mfr cs lc .4 .6
2 2-8 10yr3/4 none Is osg mvfr cs is .7 1.6
3 8-27 10yr4/4 none Is osg mvfr gw na .7 1.6
4 27-60 7.5yr4/4 c2d 7.5yr5/6 Is/scl om na na na .0 .0
❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
❑
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
❑
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
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 < 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.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel American Classic Homes 994200 th St.
CST-POWTSM SE1/4,NE1/4,S25,T29N,R19W Baldwin, WI 54002
Lic. 4248956 Town of Hudson, St Croix Co. Direct 715-760-0347
Indigo Ponds, Lot 38 Fax 715-684-3449
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
= Borings
Boring Elevations
BI = 99.90 ft
B2 = 99.90 ft
B3 = 102.90 ft
B4 = 0.00 ft
X33 r
6-71 76
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05/01/2006 10:44 6514393417 AMER CLASSIC HOMES PAGE 01/04
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ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
~~n~r~a_.__ ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
fJ Hudson, WI 54016-7710
(715) 386-4680 • Fax (715) 386-4686
November 25, 2003
James Rusch
James R Hill, Inc
2500 W County Road 42, Suite 120
Burnsville, MN 55337
RE: Shoreland Zoning District / Indigo Ponds Subdivision
Dear Mr. Rusch:
Certain lots of Indigo Ponds may require a County Special Exception Permit for
filling and grading due to their location in the Shoreland Zoning District. The lots
include: 36, 37, 38, 39, 40, 41, 45, 46, 47, 49, 50, 51, 52 and 53. Lot 53 is
currently under review for further subdividing.
If the building site is located within 300' of the Ordinary High Water Mark
(OHWM), has direct surface water drainage to the ponds and exceeds the
grading limit that is allowed by ordinance in the Shoreland area, a Special
Exception permit will be required prior to commencement of construction.
Affected lots whose building site is beyond 300' from the OHWM of the ponds will
not be required to obtain a Special Exception permit. Please note that on these
lots an erosion control plan must be reviewed and approved by the Zoning Office
before the issuance of a sanitary permit for the particular lot. It is preferred that
the erosion control plan and the sanitary application be submitted to the Zoning
Office at the same time to better coordinate our review.
If you have questions or concerns, please feel free to contact this office.
Si rely,
If/ I
Rod Eslinger
Zoning Specialist
RE/jh
CC: Town of Hudson, Brian Wert
file
1280
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 020- 3.-
pleas] n Reviewed By Date
Personal informabon you provid may be PIF~ A ed ~s (Priv law, s.15.04 (1) (m)).
Property Owner Property Location •a 7&
ROSAMJI, L.L.C MAY 1 3 2003 Govt. Lot na SE 1/4 NE 1/4 S 25 T 29 N R 19 W
r Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM#
2141 Cty Rd. C ST. CROIX COUNTY 38 na Indigo Ponds
_f Village 0 Town Nearest Road
city _f City
New Richmond WI 54017 715-248-7071 Hudson Highlander Trail
V' New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement J Public or commercial - Describe:
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na
General comments
and recommendations: mound design, system elevation 98.70 ft, based on contour line elevation 97.20 ft
M Boring # J Boring
Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 -Eff#2
1 0-6 10yr2/1 none I 2msbk mfr cs 1c .5 .8
2 6-30 10 r3/4 none sl 2msbk mfr gw 1f .5 .9
3 30-69 7.5yr6/4 c2d7.5yr5/6 scl/sl 2msbk mfr gw na .4 .6
4 69-96 7.5yr4/6 c2d7.5yr4/6 sicl/scl 2msbk mfr na na .4 .6
Boring # J Boring
V1 Pit Ground Surface elev. 99.10 ft. Depth to limiting factor 37 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2
1 0-4 10yr2/1 none I 2msbk mfr cs 2c .5 .8
2 4-37 10yr4/4 none sl/Is 1 msbk mvfr gw 2c .4 .6
3 37-72 7.5yr4/4 c2d7.5yr5/6 scl/sl 2msbk mfr na na .4 .6
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/ * Effluent #2 = BOD5 130 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: - CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 4/29/2003 715-246-5085
Property Owner ROSAMM, L.L.C Parcel ID # pending Page 2 of 3
3 ] Boring # J Boring
V1 Pit Ground Surface elev. 95.10 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr3/2 none I 2msbk mfr cs 1c .5 .8
2 5-28 10yr6/2 none sl 2msbk mfr gw 1c .4 .6
3 28-48 7.5yr4/4 c2d7.5yr5/6 sl 1 csbk mvfr gw na .4 .6
4 48-96 7.5yr4/4 c2d7.5yr5/6 ms/sicl om mfr na na .0 .0
F-1 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
F-1 Boring # Boring
_J Pit Ground Surface elev. ft. Depth to limiting factor 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
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David I Steel 1564 Cty Rd GG
CST-POWTSM ROSAMR, L.L.C. New Richmond,Wl 54017
Llc. 4248956 SE1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 38
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use. The location of this test may or may not be as shown, as permanent lot lines were not established at
the time the soil test was conducted. Legend
1" = 40'
♦ = Benchmark Ele. 100.00Ft
Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 99.70Ft
Top of 1/2" pvc pipe
C' = Borings
Boring Elevations
BI = 99.1017t
B2 = 99.1OR
B3 = 95.1OR
B4 = OO.OOFt
5b
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110
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Y ~ Nom` Ij
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t 1 87149 V..~ A, t w~
(2.001 AC.) e~P~
(1.643 AC. N.B.P.A.)- ~ 18• , 1 b8
453 ` 87145 S.F. 87.31`- 23T5~,
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0.776 At N.B.P.A. j,~e ,•e J _ ,
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~ • ~ 87.04 ! / „i ~ - / ,
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,(2.011 AC.)
36' (1.157 AC. N.B.P.A)/ \
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OR nill 355
85.
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