HomeMy WebLinkAbout040-1316-03-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings In accordance with Comm 85,Wi m. e
un
Attach complete site plan on paper not less than 8%2 x 11 inches in size. Plan must ty St. Croix
Include but not limited to:vertical and horizontal reference point(BM),directi on 1 I.D.
Percent slope,scale or dimensions,north arrow,and BM referenced to nearest road. 040 4 02-140 00'
Please print all information Review y Date
Personal information you provide m y s vary Law,s.15.04(1)(m)) /2 1g'0S
Property Owner Property Location
G&L Land Development, I ic. Gow.Lot SE �i4 SW �i4 s T N R 19W E(or)w
Property Owner's Mailing Address utt, L 7 2005 Lot# Block# Subd.Name or CSM# i —
W12491 890'Ave. 3 Cedar Woods 06
City state zip e ❑City ❑Village H Town Nearest Road
River Falls WI - - 8 I roy Coulee Trail/FF
H New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD
❑Replacement ❑Public or Commercial—Describe:
Parent Material Flood Plain elevation if applicable $,
General comments and recommendations: B-1 was completed during the preliminary soil assessment on July 22,2005.
0 VA-
F Boring# ❑Boring
0 Pit Ground Surface Elevation 99.8 ft. Depth to Limiting factor >110 m,
Soil Apolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2
1 0-8 10YR3/2 None SIL 2-f-sbk dsh as 2f 0.6 0.8
2 8-11 10YR4/4 None SIL 1-m-pl dh gw 1f 0.4 0.6
3 11-25 10YR4/4 None SICL 1-co-sbk dh gw 1f 0.2 0.3
4 25-30 10YR4/4 None S
6-
-sg dl gw 1f 0.7 1.6
5 30-110+ 10YR5/4 None S 0-sg dl - none 0.7 1.6
,
n av
❑ ❑Boring q '
2 Boring# 0pit Ground Surface Elevation 100.2 ft. Depth to Limiting factor >120
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10YR2/2 None SIL 2-f-sbk mfr gs if 0.6 0.8
2 12-27 10YR3/3 None SIL 2-m-sbk mfr gw if 0.6 0.8
3 27-39 10YR4/4 None SICL 2-m-sbk mfr gw if 0.4 0.6
4 39-120+ 10YR5/4 None S 0-sg ml - None 0.7 1.6
,1 •'1
*
Effluent#1=BOD5>30<220 mg/L and TSS>30:5 150 m VL *Effluent#7 2=BOD,<30 mg(L and TSS<_30 mg/L
CST Name(Please Print) Signature CST Number
Mark Iverson 46672
Address 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--Z—of 3
Boring# ❑Boring Z
Opit Ground Surface Elevation 100.0 ft. Depth to Limiting factor >120
"
Soil Apolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10YR2/2 None SIL 2-f-sbk Mfr Cs 2f 0.6 0.8
2 9-12 10YR2/2 None SIL 2-f-pl Mfr Cs if 0.0 0.2
3 12-20 10YR3/4 None SIL 2-m-sbk Mfr Gs 1f 0.6 0.8
4 20-32 10YR4/3 None SL 2-m-sbk Mfr Aw 1f 0.6 1.0
5 32-120+ 10YR4/4 None S 0-sg mt - None 0.7 1.6
4] 1
?Surface❑Boring
Boring# Wit Grounation ft. Depth to Limiting factor 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. *E f(#1 *Eff#2
a Boring# 0 Boring
E1Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
'Effluent#1=BOD3>30:5 220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD5<_30 mg/L and TSS 5 30 mg/L
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Site Diagram Page 3 of 3
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LOT 4
BM# TOP of 1 "P
100.
Lot Lines 'o
BW&Description
Elevation Bench Mark
100, = Boring Location 81 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 SW 1/4, SE 1/4, S5, T28N, R19W 680 Larcom Street
River Falls, WI 54022 Town of Troy Hammond, WI 54015
St. Croix County 715-796-5664
Phone: 715-386-2928 CST#46672