HomeMy WebLinkAbout034-1093-01-000 Wisconsin DepArtment of Commerce SOIL AND SITE EVALUATION Page Of
Division of Safe!-and Buildings in accordance with Comm 85,Wis. ode
1�
PAID Count
Attach complete site plan on paper not less than 8'/3 x I 1 inches in size. Plan must include,but y St.Croix
not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or
dimensions,north arrow,and location and distance to the nearest road. Parcel ID#3'7/— O y2 l O/
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APPLICANT INFORMATION-Please print aP4nf"4mti0u.. Re ewes B ` t date
Personal information you provide may be used for secondary purposes( vacy Lg s 15 i 3 31 0�
Property owner: € Property location
Kurt and Elizabeth Christensen ! ro r(i i Gov't lot: NW 1/4 NE 1/4 S07 T 29 N, R15 F,(orR
Property owner's mailing address: Lot# Block# Subd.Nam)or -SMA
877 Benoy Road NA A
City/State/Zip Code Phone number
city Village own Nearest Road
Hudson/Wisconsin/54016 715-386-6340 Springfield 110th Avenue
® New Construction Use ® Residential/Number of bedrooms Unknown Addition to existing building:NA
❑ Replacement ❑ Public or commercial-describe
Code Design Flow Rate:Unknown-must be appropriate size for the contour and soil restrictions
Parent Material:Glacial Till-ground moraine
General Comments and Recommendations:Soils are somewhat poorly drained aqualfs or glossoboralfs underlain by clay loam. Redox features are the
result of perching above the dense clay loam layer. A long narrow mound SAS is recommended for this site with 2.50 foot of sand fill. ON-SITE
REQUESTED DUE TO A+0 SITUATION. Evaluation after heavy rains.
SOIL DESCRIPTION REPORT
Boring# Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu.Sz.Cont.Color Gr.Sz.Sh. GPD/FT'
Pit 1 EtT#1 Eff#2
Ap 0-6 l OYR 3/2 NA sil 2fsbk mfr aw 2f 0.5 0.8
Ground Btl 6-12 7.5YR 4/3 f]d 7.5YR 5/8 sil w/cl 2mabk mfr aw If 0.5 0.8
Elev(ft.)
110.16 Bt2 12-14 7.5YR 4/4 m3p 7.5YR 5/8 sicl Ifsbk vmfi as NA 0.2 0.3
Depth to C 14+ 5YR 4/4 m3p 7.5YR 5/8 scl massive
limiting
factor-in.
6
Remarks:Evaluation-27 June 2003-after heavy rain;Standing water at 14".
Boring# Ap 0-7 l OYR 3/2 NA sil 2fsbk mfr as 2f 0.5 0.8
Prt 2 Btl 7-11 IOYR 4/3 fld 7.5YR 5/8 sil w/cl 2fabk mfr gw if 0.2 0.3
Bt2 11 -13 7.5YR 4/4 f2d 7.5YR 5/6 sicl Ifsbk vmvfi NA NA 0.2 0.3
Ground
Elev(ft.) C 13+ 5YR 4/4 m3p 7.5YR 5/8 scl w/gr massive
111.16
Depth to
limiting
factor-in.
7 Standing water at 13".
CST Name: Eli M.Gottfried, Gottfried Environmental Signature: ` Z Tel.No.715-833-1400
Address: 124-1/2 Graham Ave. Eau Claire,Wl.54701 Date:27 June 2003 CST#221981
SOIL DESCRIPTION REPORT
Property owner, Christensen Parcel ID#
Boring# 41orizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu.Sz.Cont.Color Gr.Sz.Sh. GPD/FTZ
I Pit 3 Eff#1 Eff#2
Ap 0-7 l OYR 3/2 NA A 2fsbk mfr ai 1 f 0.5 0.8
Ground Btl 7-12 7.5YR 4/3 171 7.5YR 5/8 sib with of 2fsbk mfr gw 1 f 0.5 0.8
Elev ft.
110.0 Bt2 12-14 7.5YR 4/4 m2d 7.5YR 5/8 sicl Ifsbk mvf1 as NA 0.2 0.3
Depth to C 14+ 5YR 4/4 m3p 7.5YR 5/8 scl massive
limiting
factor-in.
7
Remarks:Standing water at 14"
Boring# Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu.Sz.Cont.Color Gr.Sz.Sh. GPD/FTZ
Eff#1 Eff#2
Pit 4
Ap 0-7 IOYR 3/2 NA sil 2fsbk mfr ai if 0.5 0.8
Ground Btl 7-10 7.5YR 4/3 fld 7.5YR 5/8 A with el 2fsbk mfr gw if 0.5 0.8
Elev(ft.)
108.50
Depth to
limiting
factor-in.
7
Remarks:Standing water at 10"
Boring#
Qp EN' IRONM
.p Bo 1645
Ground 1241/2 Gr m ven
Elev(ft.) 're, 54702- 64g
(715)8
I
Depth to
limiting
factor-in.
Remarks:
Boring# Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu.Sz.Cont.Color Gr.Sz.Sh. GPD/FTZ
Eff#1 Eff#2
Ground
Elev(ft.)
Depth to
limiting
factor-in.
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SAFETY AND BUILDINGS DIVISION
Integrated Services Bure @u
13 East Spruce Street
NVisconsin INSPECTION REPORT Chippewa Falls,WI 54729
www.commerce.state.Ad-us/sb
Department of Commerce (715)726-2544
Date of Inspection: July 11, 2003 Plumber Name and Address:
Project Name: Christensen
Use: New Residential
Legal Description: NW, NE, 07, 29, 15W
Site Number: 662296 Certified Soil Tester Name and Address:
Subdivision: Proposed 5 Lot CSM Eli M.
p Gottfried CST22
1981
Municipality: Town of Springfield 124 1/2 Graham St
County: St. Croix W -- Eau Claire, WI 54701
Plan Transaction Number: 116 Owner Name and Address:
Sanitary Permit Number: Ni N Kurt&Elizabeth- th Christensen
877 Benoy Rd
Wastewater Flow: 450 gpd/14 Hudson, WI 54016
Persons Present: E. Gottfriey (715) 386-6340
and E. Christensen
An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less
than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to
confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic
features in the A horizon and subsoil. In-situ soil texture, structure, and consistence factors were also reviewed
as they relate to wastewater application rates. Other site conditions such as percent and direction of slope,
landscape position, land surface contour length, and surface water hydrology may also be noted and their effects
are factors considered in the recommendations and conclusions portion of this report.
This parcel will be divided into five lots by a CSM. This report applies to specific areas and not to the entire area
of each proposed lot. Lot specific reports will be submitted by the CST as interpretative determinations at a later
date.
This parcel has not been farmed for several years and is over grown with grass and weeds. During the
preliminary investigation on June 10, 2003, with CST Tom Nelson, it was noted that many areas of the parcel had
been disturbed, possibly by logging, and this made soil interpretive evaluations more difficult. Efforts should be
made to avoid disturbed areas for detailed soil evaluations in the upper 12 inches of the soil profile.
Nevertheless, several typical soil profiles can be described as follows:
T-1 Lot 1
00-06" 10YR 3/2 sil, 2m-cgr, mfr, cw.
06-11" 10YR 4/4 sil, 2msbk, parting to 1m-cpl, mfr, cw/wf1f 7.5YR 5/6 rmfs.
11-15" 7.5YR 4/4 scl, 2msbk, mfr, w/c2d 7.5YR 4/3 rmfs.
T-2 Lot 2
00-08" 10YR 3/2 sil, 2mgr, mfr, as.
08-10" 10YR 2/2 sil, 2msk, mfr, cw
10-15" 10YR 4/4 gritty sil, 2msbk, parting to 2mpl, w/c2d 10YR 5/6 and 6/3 rmfs.
T-3 Lot 3
No redox features in the A-horizon
T-4 Lot 4
00-11" 10YR 3/2 sil
11-15" 10YR 5/4 sil, 2mpl with cif-d 10YR 4/6 and 5/3 rmfs.
Christensen Site u
July 11,2003
Page 2 of 2
Recommendations for this site include the possible use of mound systems designed to overcome limitations of a
high level of seasonal soil saturation and slow permeability present in the subsoil. A soil saturation determination
pursuant to Comm 85.60 must be completed by a CST and approved by the department to certify that this site
has at least 6 inches of soil free of saturated conditions for seven or more consecutive days. Should a mound
design be pursued for use at this site, the linear loadin rate should not exceed 4.0 gpd/ft and the 12asM-
astewater a lication rated should not exceed 0.3 gpdfft . At eas 3UirlCff 3`a i must be used when
applying septic tank effluent to t e i n u ion ce . of the mound must be orientated along
the contour. The mound shall be constructed to divert surface water around the mound structure as much as
possible.
Other considerations:
1. On slopes< 3% down slope basal area should be increased to prevent toe seepage.
2. Chisel plowing to 12-16 inches depth is recommended to improve percolation.
3. System locations are set at specific locations and those areas should be protected from damage during
site development and building construction.
If there are any questions regarding this report, please contact me.
A nsky, ewater ecialist
Ljansky commer state.wi.0 E-mail
7151726-2544 Voice 715/726-2549 Fax
cc: ®County ❑ Plumber ® CST ❑ Owner ❑ Other
Parcel #: 034-1093-01-000 04/01/2008 08:28 AM PAGE 1 OF 1
Alt. Parcel#: 07.29.15.592 034-TOWN OF SPRINGFIELD
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
02/17/2005 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
O-CHRISTENSEN, KURT
KURT CHRISTENSEN
847 WYLDWOOD LN
HUDSON WI 54016
Districts: SC=School SP=Special Property Address(es): '=Primary
Type Dist# Description "2767 110TH AVE
SC 2198 GLENWOOD CITY
SP 1700 WITC
Legal Description: Acres: 2.000 Plat: 10-047-MEADOW WOODLAND LOTS 1/3 034-05
SEC 7 T29N R15 PT NW NE MEADOW WOODLAND Block/Condo Bldg: LOT 001
('05) LOT 1
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-29N-15W NW NE
Notes: Parcel History:
Date Doc# Vol/Page Type
02/27/2006 819301 EZ-U
01/19/2005 785238 10/047 PLAT
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/15/2007
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 2.000 350 0 350 NO
Totals for 2008:
General Property 2.000 350 0 350
Woodland 0.000 0 0
Totals for 2007:
General Property 2.000 350 0 350
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
LEGAL ST. CROIX COUNTY,WISCONSIN OLD TXSCR02
REAL ESTATE TOWN OF SPRINGFIELD
COMPUTER NUMBER 034-1014-30-000 Parcel Number 07.29.15.99
OWNER NAME: First DANIEL G &PAMELA J Last SCHMIT
PROPERTY ADDRESS: Hse# 1/2 PD--Street Name-- Type SD Apartment
SECTION 7 TOWN 29N RANGE 15W %160 '/.40
Line Description Line Description
TOTAL ACREAGE 40.000 PLAT LOT BLK
01 SEC 7 T29N RI 5W SW NE 40A 15
02 16
03 17
04 18
05 19
06 20
07 21
08 22
09 23
10 24
11 25
12 26
13 27
14 28
F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit
3
73 1 94.8
VOL���77 PAGE 71
KATHLEEA H. MILS
REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
07/24/2003 10:55AM
CERTIFIED SURVEY MAP
BEARINGS ARE REFERENCED TO THE REC FEE: 13.00
iy NORTH UNE OF THE NE1/4 OF SECTION COPY FEE: 3.00
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Vol. 17 Page 4571
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