HomeMy WebLinkAbout026-1158-00-061 (2) •
~ 1021
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
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest mad. Parcel I.D. ""O~-
Pease print all information. awed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Fi6:9• 2 do 5
Property Owner Property Location
Oakwood Land Development _ Govt. Lot SE 1/4 NW 1/4 S 25 T 30 N R 18 W
Property Owner's Mailing Address ~/'o N ~ , Lot # Block # Subd. Name or CSM#
Spring Lake Park 61 na Red Pine Comer Second Addition
City State Zip Code Phone Number City j Village Town Nearest Road
.::nneac~oii MN 55432 X3.780-4996 Richmond 136Th Ave
i✓i New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash plains Flood plain elevatio iF app
General comments CEIVED
and recommendations: Mound Design, system elevation 102.1 Oft based on contour line 101.1 Oft
~
FTI ie Bcmi # LL JUN Boring O~'
Pit Ground Surface elev. ft. Depth to limiting factor 1 T. S~pN ~IC icatfon ate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2 21
1 0-24 10yr3/3 none sl 2msbk mfr gw 2f .5 .9 (e
2 24-36 10yr4/4 none Is osg mvFr gw 2f .7 1.2
3 36-96 7.5yr5/8 c2d 7.5yr4/6 sl om mvfr na na .3 .5
Boring # - Boring
IC Pit Ground Surface elev. 101.2 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
*Eff#1 *Ef##2
1 0-24 10yr3/3 none sl 2msbk mfr gw 2f .5 .9
2 24-52 10yr4/4 none Is osg mvfr gw 1f .7 1.2
3 52-96 7.5yr5/8 none ms osg ml na na .7 1.2 -
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s.30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Sal Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W 154017 6/6/2002 175-246-5085
Pr °partyOwner Oakwood Land Development Parcel ID# pending Page 2 of 3
3 ] F Boring # Boring
✓ Pit Ground Surface elev. 100.00 ft. Depth to limiting factor 36 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDV
*Etf#1 *Eff#2
1 0-8 10yr3/3 none sl 2msbk mfr gw 2f .5 .9
2 8-36 7.5yr4/4 none Is osg mvfr gw 2f .7 1.2
3 36-96 7.5yr5/8 c2d 7.5yr5/6 sl om mvfr na na .3 .5
F-I 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 GPDtW
*Eff#1 *Etf#2
Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in.
Soils Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
Effluent #1 = BOD s> 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
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Page 3 of 3
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SP `EEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM ~akw~ /,uh~ ~¢vc~c~ren New Richmond, WI 54017
Lic. # 248956 (715 246-6200
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(715) 246-5085
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