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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service Inc.
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. 0 ~(ll CJ 1 ~(vq
Pleas nt all infomla Ji n. 20
g.Eu' a ~ewed By Date
Personal information you providQ may be Fum" (Privac Law, s.15.04 (1) (m)). - 0
ms-
Property Owner Property Location Z W
Simon, James Govt. Lot na E 1A SE 1/4 S 23 T N R 19 W
Property Owner's Mailing Addre L~Z Lot # Block # Subd. Name or CSM#
3362 Mercer Ln `,r1;;~ j( r. 1 na CSM# Vol. 14 Pg 4001 0+,
City b1~1f6 Humber City J Village 01 Town Nearest Road
Oq-,7 j e p ct~ 92122 715-386-2007 St.Joseph 140Th Ave
fI' New Construction Use: 1/ Residential / Number of bedrooms 4 Code derived design flow rate 60 GPD p
J Replacement J Public or commercial - Describe:
Parent material Pitted Glacial Drift Flood plain elevation, if applicable na
General comments
and recommendations: Mound design, system elevation 103.60ft based on contourline elevation 102.1 Oft.
Boring # I Boring
0 Pit Ground Surface elev. 102.80 ft. Depth to limiting factor 27 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 2msbk mfr cs 1vf .6 1.0
2 8-15 10yr4/4 none sl 2msbk mfr gw na .6 1.0
3 15-27 5yr4/4 none scl 2msbk mfr gw na .4 .6
4 J-73 7.5yr4/4 s 7.5yr5/6 sl om mfi cs na .2 .6
5 73-125 7.5yr4/6 none cos ossg ml na na .7 1.6
n ~ o- 3S
F Boring # I Boring
0 Pit Ground Surface elev. 102.80 ft. Depth to limiting factor 18 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 none sl 2msbk mfr cs 1vf .6 1.0
2 10-18 10yr4/4 none sl 2msbk mfr gw na .6 1.0
3 1 ~1-72 7.5yr4/4 c2d 7.5yr5/6 sl om mfi cs na .2 .6
4 72-125 7.5yr4/6 none cos osg ml na na .7 1.6
* 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) nature: CST Number
David J. Steel 248956
Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 4/23/2004 715-246-5085
Property Owner Simon, James Parcel ID # pending Page 2 of 4
3 ] Boring # J Boring
Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 19, in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr3/2 none sl 2msbk mfr cs 1vf .6 1.0
1 V9
2 5-19 __Ipyr" none sicl 2ms k mfr gw na
3 19-96 5yr4/4 c2d 7.5yr5/6 sl om mfi cs na .2 .6
❑ Boring # I 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 P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # I 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David I Steel 1564 Cty Rd GG
CST-POWTS James Simon New Richmond,WI 54017
Lic. #248956 SE1/4,SEl/4,S23,T29N,R19W Bus.(715) 246-6200
Town of St. Joseph, St. Croix Co. Fax (715) 246-9372
Lot, 1 Legend
1" = 40'
Benchmark Ele. 10_ 0.00ft
op of 3/4" PVC Pipe
4 Alt Benchmark Ele. 99.60ft
op of 3/4" PVC Pipe
❑ = Borings
Boring Elevations
B l = 102.80ft
B2 = 102.80ft
B3 = 98.70ft
B4 = 00.00ft
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VOL 19PAGE 4926
KATHEEEK H. WALSH
REGISTER OF DEEDS
ST. CROI X CO., WI
RECEIVED FOR RECORD
Z 02/15/2005 01:00PM
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2 CD I BEARINGS ARE REFERENCED TO THE CERTIFIED SURVEY MAP
rn 1 n 1 EAST LINE OF THE SE1/4 OF SECTION REC FEE : 13.00
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r z 23, ASSUMED TO BEAR N01.00'54"W COPY FEE: 3.00
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Vol 19 Page 4926