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1027
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 b Z -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. -0
Please print all information, a gy Date
Personal information you provide may be used for secondary purposes (Privacy Lamy, s. 15.04 (1) (m)).
Property Owner Property Location 1
Oakwood Land Development Govt. Lot SE 19 NW 19 S 25 T 30 N R 18 W
Lot # Block # Sutxl. Name or CSM#
Property Owner's Mailing Address 1761 u,,y //b Al
Spring Lake Park 65 na Red Pine Comer Second Additon
City State Zip Code Phone Number City Village g Town Nearest Road
MN 55432 lk3-780-4996 Richmond 136Th Ave
Of' New Construction Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: FRECEIVED
Parent material Pitted Glacial Drift Flood plain elevation, if na
General comments
and recommendations: M nd Design,system elev tion100..55ft based on contour line elevation99.55ft N j j 2002 gr• -(ir&4 - Kam"
ZONING OFFICE 4
Boring # Borin
u ✓ Pit Ground Surface elev. 99.65 ft. Depth to limiting factor 75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz ,
'Eff#1 "Eff#2"`
1 0-28 10yr3/3 none sil 2msbk mfr gw 1 f .5 .8
2 29-49 7.5yr3/4 none sicl 2msbk mfr gw if .4 .6 ` f
3 49-75 7.54/6 none ms osg ml gw na .7 1.2
4 75-96 10yr7/4 fracturedlimestone na na na na na np np
Boring # Boring
Pit Ground Surface elev. 99.65 ft. Depth to limiting factor 75 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 `Eff#2
1 0-12 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 12-34 7.5yr3/4 none sicl 2msbk mfr gw if .4 .6
3 34-44 7.54/4 none Is osg ml cs na .7 1.2 '
4 44-75 7.5yr4/6 none ms osg ml gw na .7 1.2
5 75-96 10yr7/4 fracturedlimestone na na na na na np np
l" -
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) Signae CST Number
David J. Steel 248956
Address steel soil service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W1 54017 6/8/2002 175-246-5085
Property owner Oakwood Land Development Parcel ID # pending Page 2 of 3
I 3] Boring # Boring
F Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 56 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it'
*Eff#1 *Eff#2
1 0-16 1 Qyr3/3 none sil 2msbk mfr gw 1 f .5 .8
2 16-24 7.5yr3/4 none sicl 2msbk mfr gw 1f .4 .6
3 24-34 7.54/4 none Is osg ml cs na .7 1.2
4 34-56 7.5yr4/6 none ms osg ml gw na .7 1.2
5 56-96 10yr7/4 fracturedlimestone na na na na na np np
❑ 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
F-I Baring # 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 GPDM
*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 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, W154017
Lic. # 248956 k"~°`'~ ✓e (715 246-6200
own o (715) 246-5085
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