HomeMy WebLinkAbout020-1418-80-000 (2)
1115
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 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 9% x 11 inches in size: Plan must St. Crab(
include but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimernsions, north arrow, and location and distance to nearest road. Parcel' I.D. Z~ % -()_-~,L.;J
Please print all information. By Pepdi~g Date
Personal mformaborn you provide may be used for secondary purposes (Pnvwy Iw s_ 15-04 (1) (mlj ! 7
Property Owner Pr Location
Sienna Corporation W. t SW 1/4 NE 19 S 20 T 29 N R I9 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Dr, Suite 608 C ? u 1. 62 rte The Glen 2 & SI
City E'elin4 State Zip C Phone Number ity Village Town Nearest Road
MN 5543 Hudson Carmichael Rd.
if'; New Carstruction Use il- Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 98:108, trenches spaced and depth- to code 3.50# below grade
l goring# Boring
W" Pit Ground surface elev. 101.60 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dornmant. Color Redox Description Texture Structure Consistence Boundary Roots GPD/ t?
*Eff#1 *Eff#2
1 0-12 10yr3/2 none sit 2msbk mfr 9w f f .5 .8
2 12-30 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 30-42 5yr4t4 none Is osg mvfr cs na .7 1.2
4 422--96_ 7.5yr4/6 none ms osg ml' na na .7 1.2
h
~2/-78
1 I Boring # Boring _ ?
V~ Pi Ground Surface elev. '10120 ft. Depth to limiting factor 96 in. Sod Application Rate
Hodzoa Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
*Eff#1 *Eff#2
1 0-10 10yr3/2 none sit 2msbk mfr gw 1f .5 .8
2 10-30 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 3045 5yr414 none cos osg mvfr cs na CT) 1.6
4 45-96 7.5yr4/6 none- CrYI)s 0159 ml na na 07 1.2
79 2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S_30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J_ Steel ~ ;7 248956
Address steel soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 9/11/2002 715-246-5085
Property Owner Sienna Corporation Parcel ID # Pending Page 2 of 3
3 I Boring # Boring
F A e. Ground Surfer elev. 99.70 ft. Depth to limiting factor 96 in. pppl~ Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-12 10yr3/2 none so 2msbk mfr cs If .5 .8
2 12-25 10yr4/4 none sicl 2msbk mfr gw 1 f .4 .6
3 25-32 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 32-46 5yr414 none C Is osg mvfr CIS na 12
5 46-63 7.5yr4/4 none cos osg mvfr cs na .7 1.6
/p, 2 4- - ~ f
6 63-96 7.5yr4/6 none ms osg ml na na .7 12
47
Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#4
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
* Effluent #1 = BOD 5> 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 o unity service provider and employer- If you need assistance to arrms services or
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
Lic. # 248956 SWi/4,NE1/4,S 20,T29,1119W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 62
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for
your use. The location of the test may or may not be as shown as permanent lot lines were not
established at the time the soil test was conducted. Legend
l" = 40'
A =Benchmark EL 100 00Ft
Top of %2"pvc pipe
s = Alt Benchmark ELI 00.20Ft
Top of pvc pipe
o =Borings
Boring Elevations
B1=101.60Ft
_6 B2 =101 60Ft -
B3 =99.70Ft
B4 =00.OOFt
iINOFF
fl. 100-Wt-
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3 .L
Ste(
JJ 5/d~ ri
a3
AL-
103' 1.7' 3,v 3Y Jr 4z'
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II
1 I I11 II 55.
:It
` 54
/ 53 -'00 II It
, to III ►I
57 t~I (l
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B
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o
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N 72;'
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1.
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32 t ~ ,160 ~ . , 1 ' •l I
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