HomeMy WebLinkAbout032-1038-50-000 ■
` scOnsin SOIL EVALUATION REPORT #1568
' Pepartment of Commerce i cco ce with Comm 85,Wis.Adm.Code Page 1 of 4
Division of Safety and Buildings Schmitt Soil Testing,Inc.
Attach complete site plan on paper net*Fees aesa -4 1,1 i dies 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.
032 38-50-000
Please print all information. Rev; d = Date
Personal information you provide may be u fed for R® sEDivacy Law,s.15.04(1)(m)). iii 'L -6 d(l/i1 7
Property Owner Property Location 7(/ lJ ✓
Hager,Barry J.&Debra M. MAY 2 1 2007 Govt.Lot SW1/4,NE1/4,S14,T31N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# -
N4478 400th St ST.CROIX COUNTY 6 CSM Vol 1/110 (fly 6YigjkM.(fe,4.nrc11
City State Zip Code Phone Number I I City ❑Village tX Town Nearest Road a 1 Arl Gd'4-e J
Ellsworth 1 I 54011 1 Somerset I 215Th Ave /912 t7
csi New Construction use: [ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
El Replacem fit---) Public or commercial-Describe:
a
atenarGlacial till (Amery Series) Flood plain elevation,if applicable NA ft.
General comments
and recommendations: Replacement area is suitable for a mound system. System elevation is 98.80'based off contour line
established at 97.46'. Slope of area is 14%.
1 Boring# ❑ Boring
Z Pit Ground surface elev. 87.76 ft. Depth to limiting factor 25 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 0-7 10yr3/3 none sl 2fsbk mfr cs 2vf .6 1.0
I
2 7-15 10yr4/3 none sl 2fsbk mvfr gw lvf .6 1.0
-
3 15-25 7.5yr4/4 none si 2msbk mfr gw .6 1.0
4 25-45 7.5yr4/6 m2d 5yr5/6
5yr6/2 sl lmsbk mfr cs ----- 4 .7
5 45-76 7.5yr4/6 m3p 5yr6/6
7.5yr6/2 vfsl lmsbk mfr cs ----- 2 .6
6 76-88 5yr4/4 m2d 7.5yr6/6 sd lmsbk mfr --- .2 .3
7.5yr6/1
2 Boring# E] Boring
IZ Pit Ground surface elev. 91.36 ft. Depth to limiting factor 22 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 0-8 10yr3/3 none sil 2mgr mvfr gw lvf .6 .8
2 8-14 10yr4/6 none sil lmpl mfr cs 1vf .4c .6
3 14-22 7.5yr4/4 none sid 2fsbk mfr gw 1vf .4 .6
4 22-35 5yr4/4 m2d 7.5yr6/6 sl lmsbk mfr gw .4 .7
7.5yr6/1 g
5 35-76 5yr4/4 m2d 10yr6/2 lmsbk mfr ---- ----- 2 .3
10yr6/8
*Effluent#1 =BOO 5>30<220 mg/L and TSS> l a 150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt 2ao 227429
Address Schmitt Soil Testing,Inc. / Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 5/3/2007 715-247-2941
SBD-8330(R.07/00)
Property Owner Hager, Barry J. &Debra M. Parcel ID# 032-1038-50-000 Page 2 of 4
3 Boring# ❑ Boring
El
it Ground surface elev. 97.26 ft. Depth to limiting factor 25 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 0-7 10yr3/2 none sI 2mgr mvfr cs 2vf .6 1.0
2 7-16 10yr4/6 none sl 2fsbk mvfr gw lvf .6 1.0
3 16-25 7.5yr4/6 none sI 2msbk mfr gw ----- .6 1.0
4 25-40 7.5yr4/4 m2d 5yr5/6 sl lmsbk mfr gw ----- .4 .7
5yr6/1
5 40-84 10yr6/3 map 7.5/ sid lmsbk mfr ---- .2 .3
10yr6/2
4 Boring# ❑ Boring
Pit Ground surface elev. 98.66 ft. Depth to limiting factor 20 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 0-12 10yr3/2 none sl 2mgr mfr cs 2vf .6 1.0
2 12-20 7.5yr4/6 none sl lfsbk mfr gw 1vf .4 .7
3 20-48 5yr4/4 m2d 7.5y sI lmsbk mfr gw ----- .4 .7
7.5yr6/2
4 48-86 7.5yr4/6 c2d sl Om mfi ---- .2 .6
1 0yr6/2
5 Boring# [7] Boring
Pit Ground surface elev. 98.89 ft. Depth to limiting factor 20 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 0-6 10yr3/3 none sI 2fsbk mfr gw 2vf .6 1.0
2 6-13 10yr4/3 none sl 2fsbk mfr gw 1vf .6 1.0
3 13-20 10yr5/3 none sl 2fsbk mfr cw 1vf .6 1.0
4 20-74 5yr4/4 m2d 7.5yr6J6 SCI lmsbk mfr gw .2 .3
7.5yr6/1
20"-74"(horizon 4)has 10yr6/3 sil lmsbk inclusions throughout horizon
III
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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.
SBD-8330(R.07/00) Schmitt Sal Testing,Inc.
Property Owner Hager, Barry J. &Debra M. Parcel ID# 032-1038-50-000 Page 3 of 4
6 Boring# Li Boring
M it Ground surface elev. 93.46 ft. Depth to limiting factor 25 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 0-16 10yr3/3 none sl 2mgr mvfr gw 2vf .6 1.0
2 16-25 10yr5/3 none sil 2fsbk mfr gw lvf .6 .8
3 25-45 7.5yr4/4 m2d i010yr6/j1 6/6 sc.! 2fsbk mfr cw .4 .6
4 45-64 10yr6/3 m2d i0yr6/8 10yr5/1 sid lmsbk mfr gw .2 .3
Boring# Li 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 GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
❑ Boring
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 GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assisiatce to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330(R.07/00) Sthmitt Soil Testing,Inc.
Page 4 of 4
(ondueted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Barry&Debra Hager
Thomas J. Schmitt,CST 227429 Address: N4478 400th St
1595 72nd St. City, State,Zip: Ellsworth, WI 54011
New Richmond, WI. 54017 Site Address: 660 215th Ave, Somerset
Phone: 715-247-2941 Subd.Name: CSM Vol 1/110
t,,L,d›.-/,.../ .4i.-----q' Lot No.: 6
5-73 —ate 7 Legal Description: S W 1/4 NE 1/4 S14 T31N R19W
■ 5;;;I o 5so.- ah p1`f Township, County: Somerset, St. Croix County
•Bench Mark El. 100.00' Top of 1 1/4" steel lot corner pipe NW lot corner
A Alternate Bench Mark El. 94.05'Top of 2" manhole cover on septic tank
Slope= 14% Contour Line El. 97.46' Contour line length 90'
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Scale 1" =40'
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Parcel #: 032-1038-50-000 05/24/2007 11:31 AM
PAGE 1OF1
Alt. Parcel#: 14.31.19.194C 032-TOWN OF SOMERSET
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
00 0
Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner
O- HAGER, BARRY J&DEBRA M
BARRY J&DEBRA M HAGER
N4478 400TH ST
ELLSWORTH WI 54011
Districts: SC= School SP= Special Property Address(es): *=Primary
Type Dist# Description *660 215TH AVE
SC 5432 SOMERSET
SP 1700 WITC
Legal Description: Acres: 5.020 Plat: N/A-NOT AVAILABLE
SEC 14 T31N R19W 5.02A IN SW NE LOT 6 OF Block/Condo Bldg:
CSM VOL 1/110
Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
14-31N-19W
Notes: Parcel History:
Date Doc# Vol/Page Type
10/27/2003 744824 2443/290 WD
05/03/1993 498325 1006/169 WD
523/596
2007 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 07/23/2003
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.020 58,100 116,900 175,000 NO
Totals for 2007:
General Property 5.020 58,100 116,900 175,000
Woodland 0.000 0 0
Totals for 2006:
General Property 5.020 58,100 116,900 175,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch#: 121
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
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