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Wisconsin Department of Commerce SOIL EVALUATION REPOR Page 1 of 3
Division of Safety and Buildings In accordance with Comm 85,Wis. Co
Attach complete site plan on [County P p paper not less than 8/z x 11 inches in size. Plan must St. Croix 1 3 f 1,0,_Q
Include but not limited to:vertical and horizontal reference point(BM),direction an Parcel I.D.
Percent slope,scale or dimensions,north arrow,and BM referenced to nearest road. 0 0- - - 0
Review Date
Personal information you provide ay be ses vary Law,s.15.04(1)(m)) U
Property Owner Property Location
G&L Land Develo ment, c. D E 2 7 p Govt.Lot NE �/< NW v< S 8 T 8 N R 19W E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
W12491 890th Ave. ST.CROIX COUNTY 4 Cedar Woods
City State ❑City ❑Village lZ Town Nearest Road
River Falls WI 54022 715-386-2928 Troy Coulee Trail/FF
H New Construction Use: EI Residential/Number of Bedrooms Code derived design flow rate GPD
❑Replacement ❑Public or Commercial-Describe:
Parent Material Flood Plain elevation if applicable ft
General comments and recommendations: B-1 was completed during the preliminary soil assessment on July 22,2005. Sand was confirmed to
be present to 130"on 12-20-05 in B-1. The lot lines were not clearly marked during completion of the final soil assessment. Sufficient area is
available for installation of the POWTS,however the plumber prior to installation of the system must confirm the location o�fj�'a lot line.
A4- 4r kA- r' �.•.d� (pa�eJrL .a^
F1 Boring# ❑Boring
B Pit Ground Surface Elevation 99.8 ft. Depth to Limiting factor >130 th,
Soil Agplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/itz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10YR3/2 None SIL 2-f-sbk dh as 2f 0.6 0.8
2 9-20 10YR4/4 None SIL 2-m-sbk dh gw 1f 0.6 0.8
3 20-26 10YR4/4 None LS 0-s9 dl gw 1f 0.7 1.6
4 26-30 10YR3/4 None S 0-sg dl aw 1f 0.7 1.6
5 30-130+ 10YR4/5 None GRS 0-sg dl - 1f 0.7 1.6
Boring# ❑Boring
Wit Ground Surface Elevation 99.8 ft, Depth to Limiting factor >120 "th,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2
1 0-11 10YR2/2 None SIL 2-f-sbk mfr as 2f 0.6 0.8
2 11-30 10YR4/4 None SIL 1-m-sbk mfr gs 1f 0.4 0.6
3 30-39 7.5YR4/4 None S 0-sg ml gw -1f 0.7 1.6
4 39-120+ 10YR4/4 None S 0-sg ml gw None 0.7 1.6
4** 39-120+ 10YR4/4 None GRXS 0-sg ml gw None .5 0.5
Oa
**Layers observed
*
Effluent#I=BOD5>30:S 220 in and TSS>30:5 150 m VI, *Effluent 12=ROD,<_30 m
g/L and TSS<30 mg/L
CST Name(Please Print) Signature
CST Number
Mark Iverson
Address 46672
Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 December 20,2005 715-796-5664
Property owner G&L Land Development, Inc. Parcel ID# 040-1022-70-000 page 2 of 3
Boring# 11 Boring
Hpit Ground Surface Elevation 98.5 ft. Depth to Limiting factor 45 to 75&>125 in.
Soil ADolication 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 I *Eff#2
1 0-28 10YR2/1 None SIL 2-m-sbk mfr cw if 0.6 0.8
2 28-35 10YR3/3 None SIL 2-m-sbk mfr gw if 0.6 0.8
3 35-45 7.5YR3/4 None S 0-sg ml ci if 0.7 1.6
4 45-49 10YR4/3 7.5YR4/3 f-1-f SICL 0-m mfi ci if 0.0 0.0
5 49-67 10YR4/4 None S 0-sg ml ci if 0.7 1.6
6 67-75 10YR4/3 2.5Y5/3&7.5YR/4 c-1-d SICL 0-m mfr ci None 0.0 0.0
7 75-125+ 10YR4/4 None S 0-sg ml _ None 0.7 1.6
4]Boring# 11 Boring
0pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil A li tion Rate
Horizon Dt,`-th Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
_ Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
a Boring# ❑Boring
0pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1=BOD5>30 5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<_30 mg/L
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Site Diagram
Page 3 of 3
0 T
Of i0� ^ k 0 -
.0,
B-1
9.8 100.01
9.5'
it I
B-2
99.8
BM#2- —
100.3'
98.5'
100.01 0 ft. 24 ft. 40 ft. 80 ft.
99.0' 99.5'
= Lot Lines
BM#&Description
Elevation = Bench Mark Boring Location& Elevation House and well location to be determined
Owner: G&L Land Development Inc. Site Information: Completed By: Mark Iverson, PSS#197
W12491 890th Street SE 1/4, SW 1/4, S5, T28N, R19W 680 Larcom Street
River Falls, WI 54022 NE 1/4, NW 1/4, S8, T28N, R19W Hammond, WI 54015
Phone: 715-386-2928 Town of Troy 715-796-5664
St. Croix County CST#46672