HomeMy WebLinkAbout034-1043-20-000 ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings In accordance with Comm 85, Adm.Code
County
Attach complete site plan on paper not less than 8'/s x 11 inches in size. Plan St. Croix
Include but not limited to:vertical and horizontal reference point(BM),di on and Parcel I.D. U34-�
Percent slope,scale or dimensions,north arrow,and BM referenced to neares _—
Plea a pr1 Red ed by Date
Personal information you provide may b used f r o purposes(Priv Law,s.15.04(1)(m))
W1- 0,4,
Property Owner // Property Location William E Dal w'� SEP 2 3 2Q08 Govt.Lot NW '/< NE v, S 19 T 29 N R 15
Property Owner's Mailing Address If ock If Subd.Name or CSM# —�--
202 Oak Street; Apt 122 ST.CROIX COUNTY
City State Zip 0 Village 0 Town Nearest Road -'J
-
Woodville WI 54028 651-274-1547 Springfield , O'Ave
0 New Construction Use: 0 Residential/Number of Bedrooms ? Code derived design flow rate ? GPD
❑Replacement 0 Public or Commercial—Describe:
Parent Material Outwash Flood Plain elevation if applicable N/A ft.
General comments and recommendations: Bands of cemented sands were observed in the bottom horizon of each boring. Redox
features observed just above or below each band indicate that infiltration is limited through the band causing temporary saturation
either above or within the band.
1 # Boring
Boring
0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 49 in.
Soil ADolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDte
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10YR3/2 - SL 2-f-gr mvfr gs 3f 0.6 1.0
2 8-25 10YR4/3 - SL 2-m-bk mfr Cw 2f 0.6 1.0
3 25-34 5YR4/4 - GRS 0-sg ml Cw if 0.7 1.6
4 34-49 7.5YR4/4 - GRVS 0-sg ml Cw - 0.7 1.6
5 49-60+ 10YR6/6 10YR6/8 f-1-f spots S 0-sg ml - - 0.7 1.6
5 Bands 10YR4/4 and-bo-d S 0-m mfi - - 0.7 1.6
Below each band- are cemented
13 Boring
2 Boring# OPit Ground Surface Elevation 97.6 ft. Depth to Limiting factor >65 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2
1 0-9 10YYR3/2 - SL 2f-gr mvfr gs 2f 0.6 1.0
2 9-15 5YR4/4 - S 0-sg ml gs 2f 0.7 1.6
3 15-40 7.5YR4/4 - S 0-sg ml gs if 0.7 1.6
4 40-65+ 10YR5/6 - S 0-sg ml - - 0.7 1.6
4 Bands 10YR4/4 -(slightly cemented) S 0-m mfr - - 0.7 1.6
'Effluent If 1=BODS>30:s 220 mg/L and TSS>30:S 150 mg/L *Effluent#2=BOD5 5 30 mg/L and TSS<30 mg/L
CST Name(Please Print) Si atur CST Number
Mark Iverson -- 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 1j5 Hammond, WI 54015 October 20.2006 715-796-5664
S r
Property Owner William E Daly Parcel ID# 034-1043-20-000 Page--2—of 3
Boring
Boring#
®Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 50 in.
Soil Apolication 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 0-10 10YR3/3 - SL 2-f-gr mvfr Cs 3f 0.6 1.0
2 10-29 10YR4/4 - SL 2-m-bk mfr CW 2f 0.6 1.0
3 29-34 7.5YR4/4 - S 0-sg mi Cw 1f 0.7 1.6
4 34-50 7.5YR4/4 - GRVS 0-sg mi Cw 1 f 0.7 1.6
5 50-65+ 7.5YR4/4 7.5YR5/8 c-2-d GRS 0-sg ml - - 0.7 1.6
lust above cemented layers
5 bands 10YR4/4 -(cemented) GRS 0-m mfi - - 0.7 1.6
Boring# ❑Boring
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Anolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
F Boring# Boring
OPlt Ground Surface Elevation ft. Depth to Limiting factor in.
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
"Effluent#1=BODs>30<_220 mg/L and TSS>30:s 150 mg/L •Effluent#2=BOD55 30 mg/L and TSS 5 30 mg/L
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Page 3 of 3
0 ft. 24 ft. 40 ft. 80 ft.
-- o 4j 4)
y Q J
0) C
a`
Property Line OL BM#1 -Top of 1/2°PVC Pipe next to 8"wood po st
103.1'
p
B-1
00.0
jv
Slo
i 1 - 14 0 to e
B-2
97.6
qI
6-
100.0
BM#2-Top of 2 inch PVC pipe
100.8'
o,,
BM#&Description B_1
Elevation = Bench Mark Boring Location & Elevation
100'
All property lines not identified on the map are greater than 100'from the borings
Owner: William E. Daly Site Information: Lot 4 Completed By: Mark Iverson
202 Oak Street:Apt. 122 NW 1/4, NE 1/4, S19, T29N, R15W 680 Larcom Street
Woodville, WI 54028 Town of Springfield Hammond, WI 54015
Phone: 651-771-1258 St. Croix County 715-796-5664
PSS#198/CST#46672
I
AVENUE
2908 3 `f
.o
451/41�
356.66'
4
NW 114 Nt"'1/� I
290A
438/626
I
i
_ I
I. S W 1/4 .NE 1/4
291.
Parcel #: 034-1043-20-000 08/27/2013 12:11 PM
PAGE 1 OF 1
Alt. Parcel#: 19.29.15.290A 034-TOWN OF SPRINGFIELD
Current ❑ ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-BERG,ALLEN T
ALLEN T BERG
1092 STINSON ST
ST PAUL MN 55103
Districts: SC=School SP=Special Property Address(es): "=Primary
Type Dist# Description
SC 0231 SCH D BALDWIN-WDVILLE
SP 1700 WITC
Legal Description: Acres: 35.910 Plat: N/A-NOT AVAILABLE
SEC 19 T29N R15W NW NE EXC E 356.66 FT Block/Condo Bldg:
OF W 684.31 FT OF N 499 FT 35.91A
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
19-29N-15W NW NE
Notes: Parcel History:
Date Doc# Vol/Page Type
07/06/2011 938482 WD
11/20/2006 839172 QC
11/20/2006 839167 TD
06/26/1997 561532 1248/111 QC
more...
2013 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/07/2012
Description Class Acres Land Improve Total State Reason
PRODUCTIVE FORST LANDS G6 35.910 82,900 0 82,900 NO
Totals for 2013:
General Property 35.910 82,900 0 82,900
Woodland 0.000 0 0
Totals for 2012:
General Property 35.910 82,900 0 82,900
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00