HomeMy WebLinkAbout020-1420-80-000 (2)
Y 1134
SOIL EVALUATION REPORT page 1 of 3
Wisconsin Department of Commerce steel soil service
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8'% x 11 inches in size- Plan must St. Crob(
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD.
percent slope, scale or dimemstors, north arrow, and location and distance to nearest road. C, L
Please print all infonnation. . awed By Date
Personal information you provide may be used for secondary purpos ` „ „ 15-04 ) (m)l
Property Owner g ic:~ Pr Location
Sienna Corporation Govt. L t SW 114 NE 1/4 S 20 T 29 N R 19
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
4940 Vilk/iing Dr. Suite 608 82 ,ifs The Glen / Z ' -7(: j
t R l
City rdmet State Zip Cod Ph fiber Village Town Near es oad
I MN 55435 952-83 Hudson Dorwin Rd.
New Construction Use- a Residential I 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
paced and depth to code 3.50ft below grade
and recommendations: System elevaf n t=
Boring # Boring
Depth to limiting factor APPIrcaGon
Pit Ground Surface elev. 100.90 ft. 96 in. Sod Rate
*Eff#1 _I G PD/ft~Eff#2
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
1 0-16 1 Oyr3/4 none sic` 2msbk mfr cs 2f \ ` . 14
2 16-24 7.5yr4/4 none sl 1csbk mvfr cs 1f .4 .6
3 24-96 7.5yr4/6 none ms osg ml na na .7 1.2
7:7- Yo
4z/}k
Boring # Boring
A
W, pit Ground Surface elev. 100.90 ft. Depth to limiting factor 96 in. Sod PPIxation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PDT*Eff#2
1 0-7 1Oyr3/3 none sil 2msbk mfr cs 2f .5 .8
2 7-20 1 Oyr4/4 none sicl 2msbk mfr cs 1 f .4 .6
3 20-96 7.5yr4/6 none ms osg ml na na .7 1.2
qZ-/:R
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS<30 mg/L and TSS <.30 mg/L
CST Number
CST Name (Please Print) nature: 248956
David J. Steel
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 9/12/2002 715-246-5085
3 22-32 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 32-96 7.5yr4/6 none ms Osg ml na na .7 1.2
unn,~~rnµ- Cs .
❑ 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 *EfW
❑ 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/ft2
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 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
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, W1 54017
Lic. # 248956 SWI/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 82
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 N
r1" = 40'
L Benchmark El. lqf . OFt
of '/2" pvc pipe
• Alt Benchmark E1.97.(OFt
op of 1/2" pvc pipe
o = Borings
Boring Elevations
BI 100.90Ft
B2 =100.90Ft
B3 98.2OFt
B4 =OO.OOFt
ti
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