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1020
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must 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. 0Z (D p a - - Z)& a
Please print all infonnadon. Re Date /
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). (Q a g
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 `/G/ f~y 010 IVY: Lot # Block # Subd. Name or CSM#
Spring Lake Park 60 na Red Pine Comer Second Addition
City State Zip Code Phone Number City Village a Town Nearest Road
MN 55432 2-780-4996 Richmond 136Th Ave
i✓ New Construction Use: y', Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: C
Parent material Pitted outwash plains Flood plain elevati , if aRk"EIVEDna
General comments
and recommendations: Mound design, system elevation93.40ft based on contour line 92.40ft JUN 1 1 2002
d / Q~
ST. CROIX COUNTY
QFEIC
~goring# Boring ZONING
Pit Ground Surface elev. 92.50 ft. Depth to limiting factor Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-11 1Oyr3/3 none sl 2msbk mfr cs 2f .5 .9
2 11-23 7.5yr4/4 none Is osg mvfr cs 2f .7 1.2
3 23-48 7.5yr5/8 none ms osg ml cs na .7 1.2
4 48-96 7.5yr5/8 c2d 7.5yr5/6 om mvfr na na .3 .5
horizon 4 very wet
a Boxing # Boring
Pit Ground Surface elev. 92.50 ft. Depth to limiting factor 53 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-23 10yr313 none Sill 2msbk mfr cs 1 f .5 .8
2 23-53 7.5yr4/4 none sl 1csbk mvfr gw 1f .4 .6
3` 53-96 7.5yr5/8 c2d 7.5yr4/6 sl om mvfr na na .5
horizon 3 very wet
* 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) SS'''ature,,-- CST Number
David J. Steel 248956
Address Steel Soil Service l Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 6/6/2002 175-246-5085
Property Owner Oakwood Land Development Parcel ID # pending Page 2 of
3 ] Boring # Boring
Pit Ground Surface elev. 91.90 ft. Depth to limiting factor 65 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft,
*Ef1#1 *Eff#2
1 0-29 10yr3/3 none sil 2msbk mfr gw 1f .5 .8
2 29-54 7.5yr4/4 none sl 2msbk mvfr cs 1f .4 .6
3 54-65 7.5yr5/8 none I osg mvfr na na .7 1.2
4 65-96 10yr5/8 c2d 7.5yr516 scl om mfr na na 0 .0
YX
❑ 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/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/ft2
*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
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ST'EEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM 04k-".70oj New Richmond, WI 54017
Lic. # 248956 -5' /'f 4140 ~*Sec,z6-- T3oN ,e1pcj (715) 246-6200
low „ o (715) 246-5085
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