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1066
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 sail service
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Crob(
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. 30
Please print all information. R Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Derrick Construction Inc. Govt. Lot NW 1/4 NE 1/4 S 5 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1505 Hvvy_ 65 12 na Bluebird Bluffs
City State Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 715-246-2320 St.Joseph Rolling Hills Trail
✓I New Construction Use: Ki Residential / Number of bedr Code derived design flow rate 600 GPD
Replacement Public or commercial - Descri RECEIVED
Parent material Pitted outwash plains Flood plai elevation, if applicab na
General comments A US 2 r ~n~~ J 6
and recommendations: System elevatio 99.97ft, enches spa ed and depth to'Carde<bC33ft elow rade
ST
. c<<olx S C
r
Boring # Boring Y>-,Ay-)" (l/ b
Pit Ground Surface elev. 99.90 ft. Depth to limiting factor 100 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-6 10yr3/3 none sill 2msbk mfr gw 1f .5 .8
2 6-52 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 52-9 7.5yr4/6 none ms osg ml na na 7 1.2
ri
Boring # Boring
Pit Ground Surface elev. 99.90 ft. Depth to limiting factor 100 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
*Eff#1 *Eff#2
1 0-4 10yr3/3 none sil 2msbk mfr cs 1f .5 .8
2 4-10 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 10-17 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
4 17-29 7.5yr4/4 none Is osg mvfr cs na .7 1.2
5 29-96_ 7.5yr4/6 none ms osg ml na na .7 1.2
* Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODs<30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel _ 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Rlchmon , WI 54017 8/16/2002 715-246-5085
Property owner Derrick Construction Inc. Parcel ID # pending Page 2 of 3
3 ] Boring # J Boring
[j Pit Ground Surface elev. 104.60 ft. Depth to limiting factor 100 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it'
*Eff#1 *Eff#2
1 0-6 10yr3/3 none sit 2msbk mfr cs 1f .5 .8
2 6-14 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 14-24 7.5yr4/4 none Is osg mvfr cs na 1.2
4 24-96 7.5yr4/6 none osg ml na na 07 1.2
4 ] Boring # Boring
Pit Ground Surface elev. 105.30 ft. Depth to limiting factor 100 in. Sod Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Raats GPD/ft'
*Etf#1 *Eff#2
1 0-6 10yr3/3 none sil 2msbk mfr cis 1f .5 .8
2 6-19 10yr4/4 none sic[ 2msbk mfr cs 1vf .4 .6
3 19-25 7.5yr4/4 none Ols osg mvfr cs na G 1-2
4 5-96 7.5yr4/6 none ms osg ml na na 1.2
c (pQ ~~l,,r, ~
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 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
Page 3 of 3
STEEL'S SOIL SERVICE
David I Steel 1564 Cty Rd GG
CST-POWTSM Derrick Construction, Inc New Richmond, WI 54017
Lic. # 248956 NWl/4,NE1/4,S 5,T29,R19W (715) 246-6200
Town of St. Joseph, St Croix Co. (715) 246-5085
Bluebird Bluffs lot # 12
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 test was conducted.
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