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1026
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
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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. By Date
Personal information you provide may be used';. secondary purposes (Privacy Lamy, s. 15.04 (1) (m))-
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 Lot # Block # Subd. Name or CSM#
Spring Lake Park 66 na Red Pine Comer Second Addition
City State Zip Code Phone Number City Village 1L Town Nearest Road
MIN 55432 780-4996 Richmond 136Th Ave
✓ New Construction Use: V, Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: ~a
Parent material Pitted Glacial Drift Float plain elevation, if plic CEIV~
General comments
and recommendations Mound Design, system elevation102.20ft based on contour line elevation 100.9 ft JUN 1
1 2002
ZONI OIX COUNTY
Boring # Boring ST
t~ el Pit Ground Surface elev. 101.45 ft. Depth to limiting factor f a
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2~
1 0-12 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 12-20 7.5yr3/4 none sicl 2msbk mfr gw 1 f .4 .6
3 20-33 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 '
4 33-58 7.5yr4/6 none is osg mvfr gw na .7 1.2
5 5896 10yr7/4 fracturedlimestone na na na na na np np _
Boring # Boring
Pit Ground Surface elev. 101.45 ft. Depth to limiting factor 3:i§~ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-14 10yr3/3 none sil 2msbk mfr cs 1f .5 .8
2 14-33 7.5yr3/4 none sicl 2msbk mfr gw if .4 .6 . `f
3 33,.-44 7.5yr4/4 c2d 7.5yr4/6 sicl om mfr gw na .0 .0
4 44-60 7.5yr416 none sci om mfr gw na 0. 0. -
5 60-96 10yr7/4 fracturedlimestone na na na na na np np
* 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
CST Name (Please Print) ~Signature: CST Number
David J. Steel 248956
Address steel soil service G Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W 154017 6/8/2002 175-246-5085
P; rop~erty owner Oakwood Land Development Parcel ID # pending Page 2 of 3
{ 3 f Boring # Boring
u N! Pit Ground Surface elev. 100.35 ft. Depth to limiting factor 4 Soil -Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-15 10yr3/3 none sil 2msbk mfr cs 1f .5 .8 ~
2 15-32 7.5yr3/4 none sicl 2msbk mfr gw 1 f .4 .6 c F
3 32-43 7.5yr4/4 none sl 1 csbk mfr gw na .7 1.2 III
4 4433-51 7.5yr4/4 c2d 5yr5/6 sl om mvfr gw na .3 .5
5 51-96 10yr7/4 fractured limestone na na na na na np np
F-I Boring # Boring
Pit Ground Surface elev. ft. Depth to liming factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
Boring # goring
u 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/ t2
*Eff#1 *Eff#2
* Effluent #1 = BOD S> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS t.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 New Richmond, WI 54017
Lic. #2248956 6ki,-~td 140d Y)eve/t ~ h (715) 246-6200
A)O ,5t.c 23, 13D xJ, /8'c..) (715) 246-5085
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F.61 ACRES 2649.40'
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N994-5 124-W 1044, AM
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