HomeMy WebLinkAbout026-1158-00-071 (2)
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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 mad. Parcel I.D. dZGF-(j- T
Please print all information.
Date
Personal information you provide may be used for secondary purposes (Privacy Lair, s. 15.04 (1) (m)). `/}~✓`1 s
Property Owner Property Location
Oakwood Land Development Govt. Lot SE 19 NW 1/4 S 25 T 30 N R 18 W
Property Owner's Mailing Address //(p/ /f .Y tf,p Lot # Block # Subd. Name or CSM#
Spring Lake Park 71 na Red Pine Comer Second Addition
City State Zip Code Phone Number City Village Town Nearest Road
MN 55432 780-4996 Richmond 136Th Ave
✓1 New Construction Use: Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD,
Replacement Public or commercial - Describe:
Parent material Pitted Glacial Drift Flood plain elevati , if appl'i 'EIVEQa
General comments
and recommendations: Mound Design, system elevation 92.53ft based on contour line 91.20ft JUN 1 1 2002
~4
OUNTY
Boring # Boring ZONING OFFICE
be' Pit Ground Surface elev. 92.10 ft. Depth to limiting factor 2~ in• Sod pp tca ate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sil 2msbk mfr cs 1 of .5 .9
2 10-24 7.5yr4/6 none sicl 2msbk mfr gw na .4 _6 .
3 24-96 10yr7/4 limestone residuum na na na na na np np
Boring # Boring
P-1 Pit Ground Surface elev. 92.10 ft. Depth to limiting factor 20 _ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 "Eff#2
1 0-12 10yr3/3 none sil 2msbk mfr gw 1 of .5 .9
2 12-20 7.5yr4/6 none scl 2msbk mfr gw na .4 .6
3 20-96 10yr7/4 limestone residuum 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: 12-1:e CST Number
David J. Steel l ~ l 248956
Address Steel Sal Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 6/5/2002 175-246-5085
Property Owner Oakwood Land Development Parcel ID # pending Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 89.20 ft. Depth to limiting factor 32 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-8 10yr3/3 none sil 2msbk mfr gw 1vf .5 .9 ,
2 8-20 7.5yr4/6 none scl 2msbk mfr gw na .4 .6
3 20-32 7.5yr4/6 none sl 1 esbk mvfr gw na .4 .6
4 32-96 10yr7/4 limestone residuum 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
❑ 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/ft=
*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, WI 54017
Lic. # 248956 (715) 246-6200
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