HomeMy WebLinkAbout034-1027-40-000 r
Wisconsin Department of commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings I cor cc with Comm 8
RECEIVED JR
Attach complete site plan on paper less than 8'/2 x in size. P must St. Croix
Include but not limited to:vertical and erence point(BM),di ction v �' o h .D• 034-1027-40-000 , 8
Percent slope,scale or dimensions,north arrow,and ced to ne st roa . 11
Please print all information d by Date
P ersonal information you provide may be used for secondary purposes(Privacy La s.15ST OO[W)X COUNT 1 1 Z
Property Owner Pr Lo
James Ethier Govt.Lot SW v, SW '%, s 12 T 29 N R 15 w
Property owner's Mailing Address Lot# I S bd.Name or CSM# /
36 Shady Place 0 /0G
rBlue State Zip Code Phone ❑ it ❑Village El Town Nearest Road
E e MO 65611 417-779-8610 S tin field Co. Hwy. W
0 New Construction Use: El Residential/Number of Bedrooms N/A Code derived design flow rate`` NIA GPD
Replacement ❑Public or Commercial-Describe:
Parent Material Glacial till Flood Plain elevation ifapplicable ft.
General comments and recommendations:
Recommended application rate 0.4 GPD/sq.ft. This location may be utili d as a replacement or new construction location.
1 CS(A&- Dec- 12
Boring# ❑Boring
0 Pit Ground Surface Elevation 100.0' ft. Depth to Limiting factor 28 jn.
Soil Application 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 *EfW
1 0-13 10YR3/2 - SIL 2-f-gr Mvfr Gs 3f 0.6 0.8
2 13-23 10YR4/3 - SL 1-m-sbk Mvfr Gs 2f 0.4 0.7
3 23-28 7.5YR4/4 - GRLS 0-sg MI Cs 2f 1 0.7 1.6
4 28-54 7.5YR4/3 5YR4/6& 10YR5/2 f-1-p GRSCL 2-m-sbk Mfr As 2f 0.4 0.6
5 54-60+ 10YR5/3 5YR5/6& 10YR5/2 m-2-p CL 2-m-sbk mfi - - 0.4 0.6
a Boring# ❑Boring
EIPit Ground Surface Elevation 100.3' ft. Depth to Limiting factor 17 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 *Eff#2
1 0-10 10YR3/3 - L 2-f-gr Mfr Gs 3f 0.6 0.8
2 10-17 7.5YR4/4 - LS 1-co-sbk Mfr Gs 2f 0.7 1.6
3 -20 7.5YR4/4 7.5YR4/6&10YR5/2 f-1-f LS 1-co-sbk Mfr Gs 1f 0.7 1.6
4 20-29 7.5YR4/4 7.5YR4/6&IOYR5/2 iron streaks SCL 1-m-sbk Mfr Cs 1f 0.2 0.3
5 29-42+ 5YR4/4 - VGRS 0-sg Mfr Cs - 0.7 1.6
Interbedded 29-42+ 5YR4/4 - GRSCL 0-m Mfr - - 0.0 0.0
in#5
*Effluent#1=BOD5>30!5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD5 5 30 mg/L and TSS<30 mg/L
CST Name(Please Print) SignapxCZ CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 October 21, 2005 715-796-5664
Property Owner James Ethier Parcel ID# 034-1027-40-000 Page 2 of 3
3]Boring# [3 Boring
QPit Ground Surface Elevation 97.8 ft. Depth to Limiting factor min.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-10 10YR3/3 - SL 2-f-gr Mfr Gs 3f 0.6 1.0
2 10-20 10YR4/3 - SL 1-m-sbk Mfr Gs 2f 0.4 0.7
3 _?a-27 7.5YR4/3 7.5YR4/6& 10YR4/2 f-1-f SL 1-m-sbk Mfr Cs 2f 0.4 0.7
4 27-36 5YR4/4 5YR4/6 &10YR5/2 f-2-d S 0-sg MI Cs if 0.7 1.6
5* 36-80+ 5YR3/4 10YR412 f-2-d VGRS 0-sg** ml - - 0.7 1.6
*Interbedded with the soil observed in horizon#4. **Very compact,cannot penetrate with a trowel.
11 Boring
Boring# 0pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Tff#1 *Eff#2
I
❑Borin
F]Boring# g
OPit Ground Surface Elevation ft. Depth to Limiting factor in.
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
*Effluent#I=BOD,>30:5 220 mg/L and TSS>30:S 150 mg/L *Effluent#2=BODS 5 30 mg/L and TSS<_30 mg/L
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Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft.
N
Site Location
Co.
F*W
Sec.
12
8101 -Top of 314'PVC Pipe
X 100.0'
Property Line
Approximately 600'
2
1 .3
13
97.
-702,
B-1
1 .0
B -Top of 314" C Pipe .700,
00�
D
X.
v
o
q
CD � o
The property lines are greater than 100 feet from the boring locations
The proposed system location may be used as a replacement or a new construction
EElevation - Bench Mark = Boring Location&Elevation O=Well
Owner. James Ethier Site Information: Completed By: Mark Iverson, PSS#197
36 Shady Place SW 1/4 of the SW 1/4, S12, T29N, R15W 680 Larcom Street
Blue Eye, MO 65611 Town of Springfield Hammond,WI 54015
St. Croix County 715-796-5664
Phone: 417-779-8610 CST#46672
Parcel #: 034-1027-40-000 04/01/2008 09:38 AM
PAGE 1 OF 1
Alt. Parcel M 12.29.15.187 034-TOWN OF SPRINGFIELD
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-ETHIER,JAMES L&WENDY J
JAMES L&WENDY J ETHIER
1008 CTY RD W
GLENWOOD CITY WI 54013
Districts: SC=School SP=Special Property Address(es): *=Primary
Type Dist# Description ' 1008 CTY RD W
SC 2198 GLENWOOD CITY
SP 1700 WITC
Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE
SEC 12 T29N R1 5W SW SW 40A Block/Condo Bldg:
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
12-29N-15W
Notes: Parcel History:
Date Doc# Vol/Page Type
07/23/1997 1072/119 WD
07/23/1997 1035/585 SD
2008 SUMMARY Bill M Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/15/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.000 25,400 123,450 148,850 NO
AGRICULTURAL G4 23.900 4,500 0 4,500 NO
UNDEVELOPED G5 14.100 21,850 0 21,850 NO
Totals for 2008:
General Property 40.000 51,750 123,450 175,200
Woodland 0.000 0 0
Totals for 2007:
General Property 40.000 51,750 123,450 175,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch M 113
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00