HomeMy WebLinkAbout034-1078-30-050 - O RECEIVED
Wisconsin Department of Cd e S E LUATION REPORT Page of
Dkision of Safety and Buildings O AIJ Gi ti
in accordance with Comm 85,lirection s. Adm. Code
Attach complete site plan on paper n t less Es in si Plan must County
include,but not limited to:vertical an and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. Cr . oa79/
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location r
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cV� GL t/` Govt.Lot 5W 1/45t-A/4 S3 0M N R E(o W
Prope_q Owner's Mailing Address r LOLA. Block# Subd.Name 13-74
City State Zip Code Phone Number ❑City ❑Village 51 Town
N arest Road
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1* New Construction Use: Residential/Number of bedrooms _ Code derived design flow rate 4.SD GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material p _�.�G,�- -1, L1 Flood Plain elevation if applicable
General comments SUS GS't, q- 5//9W'/'Curve-D••
and recommendations:
y�S yc /op �v5��s Tht 9S.6d � Gpn"1}oow�
L_ Boring 9l� 3)' I
!J 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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 I -Eff#2
0-I';t 5:L AF&K m v- 0-w JF - 4o
J -PD 7,5'1Rat' ��P�.5`tR /�' S:L afSbY, mfe- Gw ) F
-ag 7,s-ft yl;� Gao�.sK x'18 L aMs k-
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F-I I
P51 Boring# El Boring Q
Pit Ground surface elev.! y--2 W ft. Depth to limiting factor / 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
e-J.a I D-1 P-YA S: L aF�R, a,w a F . L
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k t! S L IM6bk mF, 0 0
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Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD <30 mg/L and TSS<30 mg/L
Name(Please Print) Signature CST Number
Address p�� 5..�. Date valuation Conducted Telephone Number
a�� A e— w :715-21 - SSS
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GS f V dlt. Parcel ID#
Property Owner 1ti1 ��
Boring# ❑I Boring f
�t Pit Ground surface elev._ 3"y S ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2
11-a3 F IF IS`tR+-1 S-� bIt r cw I F ' 00
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F-1 Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 I `Eff#2
Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
F-1
❑ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 `EfF#2
`Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<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.
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Parcel #: 034-1078-30-050 01/14/2014 04:25 PM
PAGE 1 OF 1
Alt. Parcel M 34.29.15.522A-50 034-TOWN OF SPRINGFIELD
Current [X] ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
09/11/2012 00 0
Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner
JAMES L&JENNIFER L KRUEGER O-KRUEGER, JAMES L&JENNIFER L
3012 60TH AVE
WILSON WI 54027
Property Address(es): '=Primary
*
Districts: SC=School SP=Special W*e 60TH AVE
jO� 1
Type Dist# Description
SC 5586 SCH DIST SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH Notes:
NEW FOR 2013. RETIRED 034-1078-30-025
(522A-10)TO CREATE CSM 25-5873; LOT 1
034-1078-30-030(522A-30); LOT 2
Legal Description: Acres: 5.000 034-1078-30-040 (522A-40)& LOT 3
034-1078-30-050(522A-50) NO RMNDRS
SEC 34 T29N R15W PT SW SW CSM 25-5873
LOT 3(5 AC) Parcel History:
Date Doc# Vol/Page Type
09/11/2012 963268 25/5873 CSM
07/19/2005 800832 2846/531 WD
04/12/2005 792049 2782/335 WD
11/20/2003 747050 2459/457 TI
more
Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg:
*5873-CSM 25-5873 034-12 34-29N-15W SW SW LOT 03
2013 SUMMARY Bill#: Fair Market Value: Assessed with:
238931 Use Value Assessment
Valuations: Last Changed: 06/04/2013
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 5.000 900 0 900 NO 06
Totals for 2013:
General Property 5.000 900 0 900
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
RECENED Illllll:�lllllllfilf1111111�1111
8 OTx84065078
963268
DEC BETH PABST
REGISTER OF DEEDS
gT.CROIX COUNTY ST. CROIX CO., WI
SURVEYOR'S REGOBD RECEIVED FOR RECORD
�y���+ 09/11/2012 12:21 PM
CERTIFIED SURVEY�' riY MAP EXEMPT #:
REC FEE: 30.00
LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE SOUTH- PAGES: 2
WEST QUARTER OF SECTION 34,TOWNSHIP 29 NORTH,RANGE 15
WEST,TOWN OF SPRINGFIELD,ST.CROIX COUNTY,WISCONSIN
Prepared for and at the request of Drafted by: Brad Canaday LEGEND
Owner: James Krueger GRAPHIC SCALE ® County Section Corner monument
400 S. Second St., Suite 130 of record
Hudson, WI 54016 d 200' 400 0 1"x 24" iron pipe weighing a min.
STEEL MAGNAIL FOUND Scale in Feet 1 inch=200 feet 1.13 pounds per lineal foot, set
W I/4 CORNER
SECTION 34, UNPLATTED LANDS 0 3/4"iron rebar monument found
T29N,R15W -
NORTH LINE SWI/4-SWI/4
co ��r'rJ O N 89026'15"E 899.45'
N
0
_ rn CV osi�ty!
Z 3 In al 20.16 ACRES `
J Z (n: 878286 SQ.FT.
w iD J ,Lj, 01 EXCLUDING R/W ,4 i BgADI.FY J
co: I- 610 -"J 1 N� O 19.95 ACRES CAP;M r!� >1 (0 869085 SOFT. w FALLS O
: 1 �• V�jA 0 1 too
C%J w:133 N 89°26'15 E Z �'eI q^�0 sUft-i • m M"
418.85` °'•*66111 sa1r' y m W a;.
,
�2-8.97'1 38988' 121.95' w
z _M N'
J� °v I :N69°26 15 E 540.80 �01 '
11:I „ w N 1
jI 100++ W 4
�� I 1 (n�l
Quo) (� F�
��CD ' \J LO 1 �4 ZONE X
�1N Z, 10.00 ACRES {'� 0 /ZONE A
O= I ti Y; 435894 SQ.FT. f M 89032'59�E 500.00
C0 � " EXCLUDING R/W ti W d
9.09 ACRES ti -0 0 r- 1 C
3�� N w' 395997 SQ.FT. O _FLOODPLAIN c�
��' f✓ /'T LINE
Z
W a
CV 1 M p j 5.00 ACRES CC � vry
Z .� j 1 N a 218000 SQ.FT. ,p Q W
I °O 0 EXCLUDING R/W V MN
-L- 500'— — B3— 200'- 0 2 00' 4.62 ACRES °
f3-A SETBACK LINE BI a2 0 0 201500 SOFT. B3
� 6 Lj--- ----- -� �- ------- -----� -- -- - '_"
— J 512.68' N89°3259 E $ M _ 27a 81 _ 1291.49 500.00' _BI B2 M y
-- — —
540.80' M 2781 4' �V i 500.00'
-6"A--SW CORNER,SECTION 34;M T _7 a9!!32_'.5 91� L3 — _ _ _ — _ —
�� FT29N.R15W,STEELMAGNAIL_UNPLATTED LANDS SOUTH LINE SWI/4 ,
Bearings are referenced to the West line of the SW 1/4 of Section 34, T 29 N, R 15 W, assumed to bear
North 00 degrees 26 minutes 10 seconds West.
Note: The parcel shown on this map is subject to State, County, and Township laws, rules, and regulations
(i.e., wetlands, minimum lot size, a access to parcel, etc.). Before purchasing or developing any parcel,
contact the St. Croix County Zoning Office and the appropriate Town Board for advice. 1
Prepared by: BRADLEY CANADAY SURVEYING 6976 26h St. Ct. N., Oakdale, N4N 55128
Sheet 1 of 2 sheets Phone No. 651-779-6435
1 oft Vol 25 Page 5873
SAFETY AND BUILDINGS DIVISION
commerce.wi.gov Integrated Services Bureau
13 East Spruce Street
INSPECTION REPORT Chippewa Falls, . 54729
isconsin www.com 715)wi. ov/sb
(715)726-2544
Department of commerce
Date of Inspection: July 19, 2005 Plumber Name and Address: F'� �
Project Name: Kruegar
Use: Residential
Legal Description: SW W, 34, 29, 15W ? X1n
V
Site Number: A
Subdivision: SM— L/-)-1-3 Certified Soil Tester Name an Ada2eOfeolx cOONI.v
Municipality: Town of Springfield Donna J. Stark, CST 2 NING OFF, 1E
County: St. Croix 276 200"St
Star Prairie WI 54026
Plan Transaction Number:
Sanitary Permit Number: Owner Name and Address:
James Kruegar
Wastewater Flow: 450-600 gpd 874 220th St.
Persons Present: D. Stark Somerset WI 54025
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/or 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.
A soil profile at 20 ft down slope of B-1 was described as follows:
00-04" 10YR 3/2 sil, 2f-mgr, mfr, cw. Site Slope: 6-7%
04-10" 10YR 3/2 sil, 2m-csbk, mfr, as.
4/4 sil, 2mpl, mfr, as w/f2f 10YR 5/6 and 5/3 rmfs.
12-16" 10YR 4/6 sil, 1 msbk, dsh, w/f3f 10YR 5/6 and 5/3 rmfs.
If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow
permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated
should not exceed 0.2 gpd/ft2. The soil should be chisel plowed to at lest 14 inches to reorient any platy soil
structure that might restrict vertical waste movement. The additional basal area will help prevent wastewater
leakage at the mound toe. At least 26-30 inches of sand lift is recommended when applying septic tank effluent to
the distribution cell of the mound to ensure proper treatment. The longest portion 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. In addition, an up slope drainage ditch should be considered if it is determined that surface
or subsurface hydrology is improved by intercepting water and diverting it away from the mound site.
If there are any questions regarding this report, please contact me.
Leroy G. nsky, W ewater cialist cc: 9 County El Plumber
Ljansky ommerce.state.wi.0 E-mail 2R CST ❑ Owner
715/726-2544 Voice 715/726-2549 Fax ❑ Other
' Safety and Buildings
10 SUNSHINE CIRCLE
z,' • com merceml.gov CHIPPEWA FALLS WI 54729
TDD#:(608)264-8777
i sco n s i n www.commerce.wi.gov/sb/
www.wisconsin.gov
Department of Commerce
Jim Doyle,Governor
Mary P.Burke,Secretary
August 09,2005
CUST ID No. 221746 ATTN.-POWTS Inspector
ZONING OFFICE
DONNA J STARK ST CROIX COUNTY SPIA
276 200TH ST 1101 CARMICHAEL RD
STAR PRAIRIE WI 54026 HUDSON WI 54016
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: 08/09/2007 I
/_0r3 Transaction ID No. 1163533
SITE: James Kruegar r Vo Site ID No. 702772
Town of Springfield, St Croix County /�Q�/� , Please refer to both identification numbers,
SW 1/4, SW 1/4, S34,T29N,R15W ' V � above,in all corres ondence with the a enc .
FOR: Object Type: Soil Saturation Determination Regulated Objec ID No.: 1032938
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in
chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to s.Comm 85.60(2),Wis.Adm.Code,to estimate the depth to seasonal soil
saturation based on an interpretive determination process. Approval of the interpretive determination negates the
requirement in s. Comm 85.30(2)(b),Wis.Adm.Code to designate the ground surface as the higest level of soil
saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below
grade. At least 30 inches of sand lift on top of 6 inches of unsaturated,in-situ soil is required for adequate treatment
and dispersal.
3. The basal soil application rate for the mound shall be 0.20 gpd/sf,and the linear loading rate 4.5 gpd/ft.
4. Chisel plowing to a depth of 12-16 inches immediately prior to sand placement is required to improve vertical
water movement into the soil solum.
5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from
concentrating along the up slope edge of the mound and to divert surface water drainage away from the system.
6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes
of plan approval and sanitary permit issuance.
R
DONNA J STARK Page 2 8/9/2005
A copy of the approved plans,specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department,which may include local inspectors. If plan index sheets
were submitted in lieu of additional full plansets,a copy of this approval letter and index sheet shall be attached to
plans that correspond with the copy on file with the Department.All permits required by the state or the local
municipality shall be obtained prior to commencement of construction/installation/operation.
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sincerely, Fee Required$ 100.00
Fee Received$ 100.00
Balance Due $ 0.00
Leroy G ansky,PS , Wastew t Specialist
Integrate Services Bureau WSMART code: 7633
(715)726-2544 Voice
lj ansky @commerce.state.wi.us
I
r
T • _
Interpretive Determination Report
1, e)
Project Information: 6 3 e_ 3
Land owner: James Kruegar(James Phillipi in current 2002 Plat Book)
874 220t1 St.
Somerset, WI 54025
Site location: part of a 35.17 acre parcel in the SW 1/4 of the SW '/4, Sec. 34, T29N, R1 5W
of Springfield Township, St. Croix County, Wisconsin
Structure to be served: a new 3-bedroom house 450 GPD Design Flow
Author of this report: Donna J. Stark CST 221746
276 200[1 St.
Star Prairie, WI 54026
Soil Evaluation Report: attached
Soils series present (according to Soil Survey of St. Croix County)(USDA, 1978)
65% Vlasaty* (VaB (2—6% slope)—VaC2 (6— 12% slope)
-typically mottling found at 16"
20% Skyberg* (SrA (0—3% slope)
-typically mottling found at 8"
P.Q.W.T.S.
*series descriptions from Soil Survey attacheCOP4WO IY978)
10% Santiago (SaB) APPROWEDA
DEPARTMENT OF COMMERCE
5%Auburndale (AuA) DI SION OF SAFETY AND BUILDINGS
Historic land use: land has been fallow for many year u hqd b Epast.
Vegetation present: mostly prairie grasses and upland plants in local area in question;
some scrub trees (box elders) and shrubs along fence line and in lower areas.
Previous groundwater monitoring near site: non known but doubtful
Topography of Area: map attached
Selected Mound Site:
Geomorpholo...gyI believe the soil series on which the proposed "A+ 0"mound
will be installed is Vlasaty; not the Skyberg as shown in the Soil Survey(attached). Loess
over clay loam till (glacial ground moraine).Vlasaty's seasonal high water table runs 3 —
5 ' below the surface (USDA, 1978).
Slope Type: I have based my series choice more on the slope (7.5%) and the
landscape position (combination of shoulder and backslope) of the chosen site. The slope
shape looks like a convex/convex; which is good because it allows for both downhill and
off to the sides infiltration(away from the mound)to be utilized.
Condition of Soils at our proposed site: We had dug other boreholes to the west of
our chosen site which did not look as good. On those other boreholes, the mottling under
the A horizon were bright and readily seen; enough to put doubts on the A horizon. No
mottles were found in our A horizon(12 inches); and the redox features in the E horizon
were faint and few to a depth of 18 to 23 inches, with an increasing abundance and
contrasts with depth. This is an indicator that this particular site has a lower frequency
and shorter duration of saturated soils. Some hand dug holes downslope at 100' intervals
showed increasingly less A horizon and more of a platy structure in top horizons;
eventually giving us faint mottles in the A horizon about 300' down hill from our site.
Local Hydrology:
Both the surface and groundwater appear to flow to the N—NE of proposed
mound site. There appears to be a natural tree-lined drainage way about 100' +to the east
of our proposed septic site that leads to the NE. Soils vary from moderately well-drained
to somewhat poorly drained and sloping to gently sloping. The entire surrounding area
has a seasonally perched water table at varying depths dependent on soil series and
landscape position (USDA, 1978). Most likely, when the land was farmed before,
plowing was delayed till late Spring. No signs of soil erosion problems.No known
artificial drainage devices used to control soil wetness. The only hydraulic modification
made to this land (which affects this site) was the building of 60"Ave. sometime ago,
which runs the length of the south line. Snow melt may become an issue, allowing for
additional runoff over the site in the Spring. If need be, adverse affects could be modified
by creating a diversion Swale between the road and the mound or by simply doing a better
job with the road ditches directly above the site.
Conclusion:
I am confident that this site does not have (or experience) saturated soil conditions
above 6 inches for 7 consecutive days and is a suitable site for the proposed"A +
0"septic system without requiring a pipe-in-the-ground soil saturation determination. My
conclusion is based on the following:
1. I believe the soil series on which the proposed"A+ 0" mound will be installed is
Vlasaty; not the Skyberg as shown in the Soil Survey. Vlasaty's seasonal high
water table runs 3 —5 ' below the surface. I have based my series choice more on
the slope (7.5%) and the landscape position(combination of shoulder and
backslope) of the chosen site.
2. We had dug other boreholes to the west of our chosen site which did not look as
good. On those other boreholes, the mottling under the A horizon were bright
and readily seen; enough to put doubts on the A horizon. No mottles were found
in our A horizon(12 inches); and the redox features in the E horizon were faint
and few to a depth of 18 to 23 inches, with an increasing abundance and
contrasts with depth. This is an indicator that this particular site has a lower
frequency and shorter duration of saturated soils. Some hand dug holes
downslope at 100' intervals showed increasingly less A horizon and more of a
platy structure in top horizons; eventually giving us faint mottles in the A
horizon about 300' down hill from our site.
3. Our site had a good granular structure in the Ap horizon, which will allow for
better infiltration to compensate for the subsoils moderately slow permeability
(Soil Survey Staff, 1990).
4. The slope shape looks like a convex/convex; which is good because it allows for
both downhill and off to the sides infiltration (away from the mound)to be
utilized.
5. The end of May/beginning of June was a very rainy period: we tested the site
on June 2°d. The soils were moist but not wet except for our Borehole# 2, where
we hit a sand layer at 41 inches and the water seeped in through this material.
6. Does not meet the Hydric Soils criteria(Soil Staff, 1990 &USDA, 1995).
Recommendations:
1. Because of the convex/convex slope shape, I am recommending a slightly
"curved"mound to follow the elevation line and allow for better infiltration.
2. That the installer still go with the 30" of sand lift even though I show 12 clean
inches of A Horizon.
3. It is further recommended that a<0.2 basal loading rate and a<4.5 linear
loading rate be used.
4. Also, if need be, adverse affects could be modified by creating a diversion Swale
between the road and the mound or by simply doing a better job with the road
ditches directly above the site.
WI Dept. of Commerce"Inspection Report": attached
References of Literature Used:
Basic Guide to Wisconsin's Wetlands &their Boundaries (USDA, 1995)
National Soil Survey Manual- Chapter 4 (Soil Survey Staff, 1993)
St. Croix County Plat Book(FHP, 2002)
Soil Survey of St. Croix County(USDA, 1978)
Soil Taxonomy(Soil Staff, 1999)
dated: July 30, 2005
Donna J. Stark CST 221746
- SAFETY AND BUILDINGS DIVISION
commerce.wi.gOV Integrated Services Bureau
13 East Spruce Street
■ ■ Chippewa Falls,WI 54729
INSPECTION REPORT
i s co n s i n www.corn 715)7 i 6-2544
Department of Commerce (715)726-2544
Date of Inspection: July 19, 2005 Plumber Name and Address:
Project Name: Kruegar
Use: Residential
Legal Description: SW, SW, 34, 29, 15W
Site Number:
Subdivision: Proposed CSM Certified Soil Tester Name and Address:
Municipality: Town of Springfield Donna J. Stark, CST 221746
County: . St. Croix 276 200t'St
Star Prairie WI 54026
Plan Transaction Number:
Sanitary Permit Number: Owner Name and Address:
James Kruegar
Wastewater Flow: 450-600 gpd 874 220th St.
Persons Present: D. Stark Somerset WI 54025
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/or 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.
A soil profile at 20 ft down slope of B-1 was described as follows:
00-04" 10YR 3/2 sil, 2f-mgr, mfr, cw. Site Slope: 6-7%
04-10" 10YR 3/2 sil, 2m-csbk, mfr, as.
10-12" 10YR 4/4 sil, 2mpl, mfr, as w/f2f 10YR 5/6 and 5/3 rmfs.
12-16" 10YR 4/6 sil, 1 msbk, dsh, w/f3f 10YR 5/6 and 5/3 rmfs.
If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow
permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated
should not exceed 0.2 gpd/ft2. The soil should be chisel plowed to at lest 14 inches to reorient any platy soil
structure that might restrict vertical waste movement. The additional basal area will help prevent wastewater
leakage at the mound toe.. At least 26-30 inches of sand lift is recommended when applying septic tank effluent to
the distribution cell of the mound to ensure proper treatment. The longest portion 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. In addition, an up slope drainage ditch should be considered if it is determined that surface
or subsurface hydrology is improved by intercepting water and diverting it away from the mound site.
If there are any questions regarding this report, please contact me.
AL.tf' 4.
Leroy G. Onsky, W ewater cialist cc: 9 County ❑ Plumber
Ljansky ommerce.state.wi.0 E-mail , CST ❑ Owner
715/726-2544 Voice 715/726-2549 Fax ❑ Other
01/Z1/2005 , 18:44 7152483588 SUPERIOR AUTOMOTIVE PAGE 04
1163533
ence
wlsoonsin Department of Comm ,�� SOIL EVALUATION REPORT Page J Of
Division of Safety and Buildings 0
�r�ance with Comm 85,Wis. Adm, Code y
J\ CQ�FF\- County t5 Q O r
Attachcomplete site plan on paper nQt�t ee' d�'1/2 x 11 Inohas In sizes P Nalm u
1ncJude,but not limited to:vertical aFid 1 rl✓1 reference point(BM),di aroel I.D-
pemant slope,scale or dlmenslt�,t�1L'rth arrow,end location and distanoe
Please print all Information. by pate
Personal Information you provide maybe Wad for secondary purposee(Privacy Law,4 15.04(11(m))•
F;roperty owner Property location
-Sao Ir 0 9p,4,Lot 5W IM$t.X14 S3'1 T swig N R E
P _rty Owner's Mailing AlIgRas - Lot# Block# Subd. Name or CSM#
City '- State Zjp Code Phone umber 001 Village ®Town Nearest Road
New Construction Use: Residential I Number of bedrooms _ Code derived design How rate_�(s p.- _ OPD
[3 Replacement ❑ Public or commercial-Describe:Parent,materiallw�ft—.0,3caft Flood Plain o!evation if applicable
General comments = s u 5 56 '� 4 srli �^� ��/ C V,f V :w 59-t L>--t-M/A e
and recommendations: ,
'V's )L.,./OO &53 "Nz -rAt 7S.b.1 � 40,1400 1)
Boring# Boring Q f
] Pit Ground surface elev. f�' � ft. Depth to limiting factor _in, $pit Application Rate,
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G
In. Munsell Qu.Sz. Cont.Color Gr.Sz,Sh. 'Eff#1 `Ef#2
1 - �"�ft.s 1 7.'S'��.i►/ $;L 5 � w�Fr w i r , rG . $
L K. M F Gw f J ' F
0 to 4 r ,�-
# (] Boring
Pit Ground surface elev.!r YJ p tJ ft. Depth to limiting factor_ I _in. Sod Applic4tion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDIN
In, Munsell Qu,Sz. Cont.Color Gr.Sz,Sh. `Eff#1 'Eff#2
$4 R. S:c L n►6 t t G try IVY
W-0101C 10.0v
Effluent#1 ■DOD >30:5 220 mg1L and TSS>30<150 mo 'Effluent#2=800
130 rtp/l and TSS<30 mg/L
Name(Please Print) Signature CST Number
AAA 1: V )7�/
Address r�O 0.,�..h ,r. Da-to valuation Conducted Telephone Number
SYraLo
•07/21/2005 . 18:44 7152483588 SUPERIOR AUTOMOTIVE PAGE 06
Property Owner am S r V G r Parcel ID# � � Page —�of
Boring# ❑ Boring 1
Pit (around surface elev.���y�ft, Depth to limiting factor .. l..�.......... in. Sol Application.Rato,
Horizon Depth Dominant Color Redox description Te?rture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I •Etf#2
F If 7-5180,19. : t. afa b� �r C� F �.
-3p 7.5 YRv G 0 -5 7
.� 7.s'i�y Y C� Ir� `fIZ�C W6"'"y I �L M ; —' --- `` . (�►
F-1 Boring# ❑ Boring
❑ pit Ground surface elev._ ft. Depth to limiting factor In.
Soil Ucdtl4n Rate
Horizon bepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Gt'D/!R
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eft#2
i
F-1 Boring# Bo
❑ dng
❑ pit Ground surface elev. h, Depth to limiting factor —in.
S08 ApplIca tlon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots MOM
In. Munsell Qu,Sz. Cont.Color Qr.Sz,$h. -Ef1#1 'Efw
Effluent#1 a DOD,:,30 c220 mglL and TSS>301 150 mgli,. 'Effluent#2=8006 5 30 mg1L and TSS<30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
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58D•1)JO(R.6�oo)
07/21/2005 . 18:44 7152483588 SUPERIOR AUTOMOTIVE PAGE 05
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SPRINGFIELD PLAT T-29-N • R-15-W
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(Landowners)
6, GLENWOOD PAGE 56 See Page 112 For Additional Names.
2700 2800 DD 2900 3000 _ -_ _ 32_00 _ 3300
$ Brian& 20 x a' 3100 77 Steve— on d
C Mary Firid nt Annis ,y $., i7 , a ° &Rd Buttery '-' H �I &M na lu5n
q Richard Gray 6 novomy g• s ,G 156 ua
_1 20 pp z°a x g Sy� $ lames
�m ^
Haines t uol�t'40 7 foawd ya i9 •G u 40Ben '3 29 �p'�+ 102 ame@
D A aJ�O 769 Seim . &amy s g o a m,r �' a ��I &Mary ; o a0.°fi�+ I:"ra`aln 1
120 °i Daat e]e�E ao Hmd- A m n a o Dow 1•,• V(ranla >
o C o Knuth yewco >m �' 1H
L
40 bhm 40 160 rk 60 emwE
R - ,b i
25 n �• p Eric&Julie &ludfm " r ,'w I f la x.YaY"e'i1� `
Leroy 9 60 I n
en.`au-n .-y o •a Seim �F"'°° 80 "`o &Donna o '^ I �Mtchael I .! "��� Co. nnn ��
n� C4-
>,-.. gad 'p a. 92 Thomas Allan& Rott .9 Gloria Ger v,°8
g '' ,',• o Whitten Cynthl 128 159 S,� ::.Gardner I a N�ayne Wilih
S ^�m 160 Fm UdS,'�o°,� 4f 6 &Kathryn- K fv Inaza �.FI de�stLng
,,......,., w.„g• _.e _ 'It^YV°.'^s+�-��u3 Otto 80 120 90d x-
0 r ��-°3.i
Hulm., !:7 f udV1n Id,..w. ..,,._..., <.,.... .. ......,�..: •......
Faun ^'f J.,:•.•• Robert - 24
none
Richard v "- 1 &Sonle ray y, so ''' RYan g !
aaf Crockett v " ,�jd.
Johnson 37 AIL 59. �+
�y __ p _ 80 79� 64 ]40 20 E' 1 zo zo 1
Glenn r a Bruce& Richard r Troy
Maleein .Ta @ 1 A"8'^ N Dlanne Donald 1.lama ihe8a Mai aret
Brenda Rieh`Ord'•
p+y,",g Gara ' Leroy &Donna! .+ ohnson 6
75 glola 4o Seim Haines v orda 40 80 M`�O" / .'"r Forrest Rathal 1
Boanne Howard 240 711 ,,�j�j
37 69 120
orest Graham mnnb s oo �� Robert emn Wayne I �r
@ Jenwfer a! &Pamela , - McCar-
.93 oDrew 99 ia`nr 3&.. �oJ' x - v 9 thy 40 ,d
aoe
Om.=:w Terry Paw @ John& -Harold q pp�� E e Horan tai E
39 > lanes alth `° -Pamela &Betty N F ' �v r Pe-n. 1� ::l.� rl� Ij n mersa ay Larson eenendall Jarvis Brandt ,I GP •'�V b 7 �'S ovlch 3w$ CA A O
R E o 48 40 ao U� 1'Iin.0 .40, 40 5 0 S:M 001
25
Jerry& Evd an an ao GNa vane .. `, ,I:h- +`—`W.Marian yn Herr& Herr&
pup Stenc Mwfett Chu. 1Chua toui Ya j Fums nm � i' ,� Wayne Fae
u 8Q^& 40 35 ang ,IO aVang 40 40 Lane.. N McCar- J.ewis 40 1
_Inc 67 en 39 u q a 37
p'q sh.on aylllon „ Edward& u a I De s Jerry N 0
A Mac- &Susan ro q Lit De Lo J ry -7'-z~wan•a "3 S Susapit &
<onneB Gessler Jr Donna S w..r. Ya4 Btgeo'sy,b z rareaa ,„ Strehlo
Wollack eta! so 1 6 _� 4' h0uns , James& go
Carol
Eau Shawn 224 Harold i !Villman culos&Ruth '= Steven cat 1
&e Chong t r " M
Gape F er B Farms Vasyw McCarthy &Rebecca �O'w°I
su Creek .,pq� 4o era at Ds F Her "I Inc rrwt s&K ° 160 Nyhus
V '_krms II Warren z do S eta] s 60 Boa .'r. �aO°S 120
pie 114 ro• o &lone g4 71 19 g• lames 318 S von 120 on P o..n Barry
74 $w ao Frye 37 2 Fern Clog..,., c;`,"mr Th.
mv &Mary ms
40 3. 5p ,,..._,... a 8 40 a "1 ra - Mahone C!
9olh AVE l�^• y yea, 0 40 73 `a a 40 qo ��]jjj,,,ppp r
Daly es •,Charles James w`� rh ••Bruce \
Robert E -' Jeffrey •.{ rlan
DaIY @ Sh If Tsuefu , &Kar<rt r aas o d d
Trust Trust Mahoney d MIHa Peterson Yan6 etcher / kn &Made @swan Debra
aarm Nelson Maho- 1 O
36 q 120 Scott f 96 79 39 \174 Mahone
D nnis +o G&G o vl 39 ney 40
a j H N Ric and &Cary Jack& @ I. erby Thomas &5 sbNey nmoa r Smith akyk
6• &
an o &Nanry so Be tty Dane Mmdenrs &L.-nn / 1Adam& "`r A. 1 0 taL 40 "' 1
�n5 Oe Ike 12 W Bloom so ° Cotburn a"rla^r
Faber l9 Quanr 40
16 1 l 160 100 4 Marshall ii i 4o m
lawence —TER-m-? 2 O D&R ZO aid 719"t' Barry Brun ow °
Rkkard eo Johnson Klldahl - s O m1
@Diana ttaali &Mary Hardwood 421 0o a
�0 a1 I•Malkt {i Lo E m Ronald a L. &Lesley Mahone Corp °�
B Ia Mavis E A q o a'q! 120 (arson 60 Y u
Michel a 120 Lindahl $ qq ° -�` eb ro &Kay 75 __ so _ g
Meech B°= an ._ a� I ...... H Lee& lay& canxRr
&William d_ 159 �mn >mo°.:7 ,a sn ant ]59 ^ Katkn Leona Mary as,n Bob 3 w�
L. II Ooh McGee rimer Heath 3
Mellon 97 �, b K dY Curr '^
g,„..,,.,.,,,, .....<...,. 'a 1 40 f^A by 90 q --80
n Id
n
, � to t
m rh 0 177"
29 rwna aChpptS q ale a....-. c
Jui ) I,. 1 h & ! Y
& q w h
Ole,
Bonwe a .I � � WIIRam,.
e art N M deer f as man a Ho e u rs GMean , Krueger
40'60
.y, _ u q 1 Leroy H 1 t 41 m 40 80 40 f i 40 E t8 60 4U,
h°o0iy � p� �i Seim lullanne& 1 ?. Smith Lib Donald x°wao Laoersa
s tm it u$ s7 0 s Donald
Kusflea w V oo,,, a� 189 Frederick Implement '� &!olio ggg {,� + &Nola Finder
t 36 y w ).----. Lenertr 'aJ `bd Co A U 40con 9 E W Johnson 80 1
x trne 127 "bu°a 709 �4tt 78 n
z' Larson Doug as .. ,72 mu w Lot Danov- tiF W�,:, Gerald
DiV13 W t tl t M.rtra -Mertes
3B 75 9uf,'^�7'J11 Liao .i IXs,w 40 sky / 5u Y, ,0 Johnson
Robert �.9)�3j &gq rd s tnas� a 40 '.'�Ce 78 21
&Linda �i1 •$ 8�� a� Snyder I.' 4 le O�V° MIh'lh.ti$ g,
21 .' 64 n A Zd6Z 4t r dia� NN M eta! mke Cdf ,�4 - r +is4a 50$ X40' 36
g
Reuben Donald / 3¢1-36 4 �,,. -1
Hemanson &Bar NN Mabel Larry& chard Gerald
etux Malea Thompson Eleanor 2 dente 1
7B _ 40 Trust 207 Mouse! 5G q t i o l'\ Jjy
a «@' OWIa Tl 120 ro dtua b1 &r 100 u d eff 1
Ahchterhof Stang _" `� F m .^:°, °�','��O ao!'� 156 i
�+ r Allen k + a. w o01��p w 00
,.... 79 75 2s q J f.' �, ,� 1,,... Stone 42 4 imF J oL 1
19 E&Avis David Lee&3 a` Rudo h i vWI s
EiOand El Mar Keith& &Ma a e k 1 s x 73
n
LE y t. Frances 'C b Phlla-
son su el `� Erickso manener
a � 7 7a ??a Kromrey fE+-
5'� n &rh rvl IRuhling 768 D bore& S G� awNwt Mark Alice
ty fag 4l �,�� .-. 9oT` ru r ^•f . Elln -- Phial t y xl ao>+ii 7z. Volz 1C`adY I Klbd
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DY PAGE 24
RB i s �' oodvi l le -5
Warehousing :"'
WILSON, WI and Distributing, LLC
Dry Vans - Reefers -Augers - Hoppers - Brokerage kx- "y i 'itl eratep-l"
Phone: (715) 698-2442
Fax: (715) 698-2962 107 Hagen Drive •
9 Woodville, WI 54028
Toll Free: 1-800-219-6926
Phone: (715) 698-2712 • Fax: (715) 698-2714 '�
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$ SOIL SURVEY �. 1 3 5 3 T�
flood waters. This sediment has been deposied too +earate medium subangular blocky struc-
recently for distinct horizons to form. Native vegeta- ttiim; friable; interfingerings and a few
tion was mostly wetland grasses and sedges; some ;Sues. of pale brown (10YR 6/3) silt
shrubs, such as alder and willow; and a few scattered Zara (A2) ; friable; very strongly acid;
trees such as elm. These soils have a seasonal high common roots; clear wavy boundary.
water table at a depth of 2 to 5 feet. IIB21t-16 to 25 inches; brown (10YR 5/3) clay
Included with Udifluvents in mapping are small loam; few fine distinct yellowish brown
areas of Fluvaquents, Fluvaquents, wet, and Saprists (10YR 5/6) and faint grayish brown
and Aquents, and Gotham, Hubbard, and Seelyeville (10YR 5/2) mottles; moderate medium
soils. subangular blocky structure; very firm;
Runoff is slow, and the hazard of erosion is slight. few thin pale brown (10YR 6/3) silt and
Available water capacity is low, and permeability is fine sand coatings on ped faces; common
variable but is mostly rapid. Natural fertility and the thin dark brown (10YR 3/3) clay films
organic matter content of the surface layer are low. on faces of peds; cobbly and gravelly
Most areas of these soils are flooded frequently for band; common roots; very strongly acid;
brief periods, especially in spring. Fresh sandy sedi- clear wavy boundary.
ment is deposited during each flood. Some places are II1322t-25 to 30 inches; dark grayish brown
dissected by streams, sloughs, and old stream channels. (10YR 4/2) clay loam; common medium
Streambank erosion is a hazard in some places. prominent yellowish brown (10YR 5/6)
Most areas of these soils are in trees and brush. A mottles; moderate medium subangular
few areas are cultivated. These soils are suited to wild- band; common roots; very strongly acid;
life habitat. Capability unit VIIs-9; woodland blocky structure; very firm; thick nearly
group 3s1. continuous dark brown (10YR 3/3) clay
films on faces of peds; about 5 percent
coarse fragments by volume; few roots;
very strongly acid; clear wavy boundary.
The Vlasaty series consists of gently sloping and II1323t-30 to 42 inches; brown (10YR 5/3) clay
F sloping, moderately well drained soils on low ridges and loam; many coarse prominent yellowish
knolls of ground moraines. These soils formed in silty brown (10YR 5/6) and few fine distinct
se im un erlying clay loam till. Native dark grayish brown (10YR 4/2) mottles;
vegetation was mainly sugar maple, red oak, and white moderate coarse medium prismatic struc-
i; pine. The lower part of the subsoil is saturated with ture parting to moderate coarse sub-
water for long periods during the year. angular blocky;very firm; about 5 percent
In a representative profile the surface layer is very
l;l Y Y coarse fragments by volume; very
dark grayish brown silt loam about 8 inches thick. The strongly acid; few roots; clear wavy
subsurface layer is about 3 inches of pale brown silt boundary.
loam. The subsoil is about 31 inches thick. In the upper IIC-42 to 60 inches; olive brown (2.5Y 4/4) clay
part it is dark yellowish brown, friable, heavy silt loam, loam;many medium and coarse prominent
and in the lower part it is brown and dark grayish yellowish brown (10YR 5/6) grayish
brown, very firm, mottled clay loam. The substratum, brown (10YR 5/2) and light brownish
to a depth of 60 inches, is olive brown, very firm, gray (10YR 6/2) mottles; massive; very
mottled, clay loam. firm; about 5 percent coarse fragments
Available water capacity is high, and permeability by volume; moderately alkaline.
is moderately slow. Natural fertility is high. The The solum ranges from 40 to 50 inches in thickness.
organic matter content of the surface layer is moderate. The silty mantle is 12 to 24 inches thick. The Ap hori-
Tillage is delayed for relatively long periods in spring zon is very dark grayish brown or dark grayish brown
F.
and after heavy rain. and 6 to 10 inches thick.
Most areas of this soil are cultivated. The soils are The B horizon is clay loam or heavy loam. Thin,
used to grow corn, oats, and alfalfa. gravelly and cobbly bands or stone lines are commonly
Representative profile of Vlasaty silt loam, 2 to 6 in the B horizon. The C horizon is heavy loam or clay
percent slopes, in a cultivated area, 200 yards east and loam. The B and C horizons are 0 to 5 percent coarse
75 yards north of center of SE1/q, sec. 23, T. 28 N., fragments. The B horizon is strongly acid to very
R. 16 W.: strongly acid, and the C horizon is mildly alkaline to
Ap-0 to 8 inches; very dark grayish brown moderately alkaline.
(10YR 3/2) silt loam,light brownish gray Vlasaty soils are near Clyde and Skyberg soils. They
(10YR 6/2) dry; weak fine subangular are better drained than the somewhat poorly drained
blocky structure parting to weak fine Skyberg soils. They have a thinner, lighter colored A
granular; friable; common roots; neutral; horizon and are better drained than the poorly drained
abrupt smooth boundary. Clyde soils.
A2-8 to 11 inches; pale brown (10YR 6/3) silt VaB—Vlasaty silt loam, 2 to 6 percent slopes. This
loam; moderate medium and thick platy soil is on low ridges of ground moraines. Most areas are
structure; very friable; common roots; oblong or irregular in shape and range from 5 to 100
1' medium acid; abrupt irregular boundary. acres in size. This soil has the profile described as
B&A-11 to 16 inches; dark yellowish brown representative of the series.
(10YR 4/4) heavy silt loam (132t) ; mod- Included with this soil in mapping are some areas
u;iA
w ST. CROIX COUN ry, WISCONSIN
where the surface layer is sandy loam. Also included the county. Most steeper soils are u
are a few areas of moderately well drained soils that
pasture and some are i
'lt have a gray subsoil and a few small areas of Clyde,
Floyd, and Skyberg soils. Also, in some areas near ceneslopes,t Representative
area ail
Arland soils, Vlasatyy soils are underlain by sand at a 200 _ k
depth of slightly more than 4 feet. Yards e� of center of see. 1� .x
n Runoff is slow, and the hazard of erosion is slight. Ap-0 to 8 inches, dark g ,
n Tillage is delayed because this soil remains saturated 4/2) silt loam, wek
u for relatively long periods in spring and after heavy subangular blocky
3' common roots; s
raThis soil is well suited to corn, oats, and alfalfa. It is ooth boundary.
n This used for corn. Controlling erosion, especially B1-8 to 1 es; dark brQ
s on long slopes, is an important factor of good manage- loam; m rate
Y ment. Capability unit He-1• woodland blocky struct f
p Y group 201.
VaC2—Vlaaaty silt loam, 6 to 12 percent slopes, medium acid; el ,
eroded. This soil is on low ridges and knolls of ground B21t-12 to 16 inches; di
.n moraines. Most areas are oblong or irregular in shape
silt loam; moderat
and range from 5 to 30 acres in size. 1 blocky structure, i
This soil has a profile similar to the one described as clay films; commo
representative of the series, but the surface layer is B22t-16 20 inch
wavy bou da W
thinner and lighter colored. ° k
Included with this soil in mapping are a few small gritty s' oam, rnCl
areas where the surface layer is sandy loam. -Also
angu blocky strut '
t included are a few small areas of Clay, Floyd, and Sky- p y clay films,
berg soils and a few small areas where slop are id; clear wav bo
slightly less than 6 percent or more than 12 percent. In IIB23 0 to 30 inches,yello,"
a few areas near Arland soils, Vlasaty soils are under- loam; strong coars,
lain by sand at a depth of slightly more than 4 feet. tructure; firm; ,
Runoff is medium, and the hazard of erosion is mod- b n (5YR 4/4) el `F
erate. Tillage is delayed because this soil remains percen rse fragmpei
£; saturated for relatively long periods in spring and after roots; very rongly�*�
heavy rains. In most places, erosion has caused tilth to boundary.
t deteriorate and has reduced the content of organic IIIB3t-30 to 34 inches; re
.� matter in the surface layer.
clay loam; strong ;.
This soil is well suited to oats and alfalfa, and is blocky structure;
x. nearly continuous
suited to a limited amount of corn. Controlling erosion
§!: and maintaining tilth are important factors of good (5YR 3/3) clay fi a'
management. Capability unit IIIe-1; woodland group (5YR 4/8) coa "
w° 201. roots medi gs '
x
boundary acid '
very,
IIIR-34 inc he
Whalan Series y pale
fra ented dolomjtjej
The Whalan series consists of gently sloping to steep, he solum th' ness and depth t",
well drained soils on ridges, valleys, and knolls of lime range from 20 0 40 inches. The atl''"
stone uplands t t are covered by a thin an f inches thick. he h horizon is
glacial till. The s " s formed in silty se di ent, loam or very dark g ish brown and 6 0. "
glacial till, an claye or ]imeston residuum. Lowe epartorThe B hordy clay'loa�
They are and rlain tz that f
y dolomitic limes ne. Native to 25 percent coarse fra tS '
vegetation wa sugar aple, red oak, b sswood, and medium acid to very strongly
' lm. �.:
In a repres ntative pr file the surface a er is dark and medium acid in the lower p ;�
rayish brow silt loam out 8 inches t 'ek. The sub- hey are an s
deeper are
to dolom tt3'fl
oil is about 6 inches th ck. It is dark own, friable ils. They formed in th"
ilt loam in t e upper par ; yellowish red, firm loam in kn wx�
d he middle p trt; and redd sh brown, firm cla loam in ntiago soils. g
A; a lower pa t. Fractured dolomitic limes one bedrock s il�ison ridges ofllmestone �t
i at a depth of about 34 i ches. �
Available ater ca acit b a thin mantle silty sedim `
p y 's moderate, a d permeabil- ar as are irregu r in shape anck k.
it is moder to in the uppe part and derately slow ac sin size. T is soil has
in a clay to m dolomitic li estone,re duum. Natural rep sentative of a series
fert 'ty is edium. The,or a
surfa lay is moderate, g er content of the In ded with thi soil
in,
s areas o Ritchey, Rockton a
Most g ently sloping and sloping soils are used to grow included are a few small areas"
s t " corn, oats, alfalfa, and other crops commonly grown in stone bedrock ranges from 40
5 u a j
+ 4.
116351
ST.CROIX COUNTY, WISCONSIN
high water table is 0 to 1 foot. Runoff is slow or ponded. ments by volume, v`
Many areas of this soil are frequently flooded for long clear wavy boundary. .'y.
periods, especially early in spring. Deep ditches and IIB3tg-25 to 32 inches; gra
the drains help lower the water table and remove 5/2) heavy loam; man
excess water. In drained areas soil blowing is a hazard, yellowish brown (10YR..
and the soil is subject to subsidence. moderate coarse suban
Most areas of this soil are used for wildlife habitat. ture; firm; thick patehy
A few areas are used for pasture. Capability group 5 percent coarse fragrri .
IVw-9; woodland group 3w3. few roots; very strongly
boundary.
IIC-32 to 60 inches; grayish bro
heavy loam; many coarse
The Skyberg series consists of nearly level and gently lowish brown (10YR 5/
sloping, somewhat poorly drained soils on foot slopes massive; firm; few roots; a
and in drainageways of ground moraines. These soils coarse fragments by vole;
formed in silty sediment and the underlying heavy loam acid.
or clay loam till. Native vegetation was mainly red The solum ranges from 30 to 40 inches
maple, red oak, ash, and white pine. Unless these soils The silty sediment ranges from 15 to 48 inc'
are drained, the subsoil is saturated with water ness, but it is 15 to 30 inches thick in most..
throughout most of the year. Ap horizon is very dark brown or very d
In a representative profile the surface layer is very brown. The A2 horizon is brown, grayish .
dark grayish brown silt loam about 8 inches thick. The light brownish gray.
subsurface layer is about 10 inches of grayish brown, The B horizon is heavy silt loam, heavy to
mottled silt loam. The subsoil is about 14 inches of loam in the upper part and heavy loam or cl
grayish brown, firm, mottled, heavy loam. The sub- the lower part. In many places a stone or gray
stratum, to a depth of about 60 inches, is grayish band is in the B horizon. The C horizon is
brown, firm, mottled, heavy loam. firm, heavy loam or clay loam. The IIB or IIC'
Available water capacity is high, and permeability are 0 to 5 percent coarse fragments. The B h
is moderately slow. Natural fertility is high. The very strongly acid to strongly acid, and the C
organic matter content of the surface layer is moderate. is slightly acid to neutral.
Depth of the root zone is somewhat limited for most Skyberg soils are near Auburndale, Floy
farm crops by a perched water table in the subsoil. Vlasaty soils. They are more poorly drained°:"_
Water is ponded in many places during wgt seasons. Vlasaty soils. They have a thinner A horizon
Most areas of these soils are cultivated or in pasture. Floyd soils. They are better drained and have less':
The soils are frequently used to grow corn. A few in their C horizon than Auburndale soils.
areas are in woods. SrA—Skyberg silt loam, 0 to 3 percent slopes.
Representative profile of Skyberg silt loam, 0 to 3 soil is on slightly concave foot slopes and drainagew
percent Slopes, in a cultivated field, 220 yards north of low ground moraines. Most areas are oblong .
and 30 yards west of southeast corner of sec, 28, T. irregular in shape and range from 10 to 60 acres in si'
29 N., R. 16 W.: Included with this soil in mapping are small areas
Ap-0 to 8 inches; very dark grayish brown Auburndale and Floyd soils. Also included are a fe
(10YR 3/2) silt loam, dark grayish brown areas of soils that are underlain at a depth of 3 to b:
(10YR 4/2) dry; moderate medium gran- feet by silty clay weathered from shale or by heavy,"
ular structure; friable; common roots; loam or clay loam weathered from kaolinite and a few'
medium acid; abrupt smooth boundary. areas where slopes are more than 3 percent.
A21-8 to 10 inches; grayish brown (10YR 5/2) Runoff is slow, and the hazard of erosion is slight.
silt loam; common fine and medium This soil is ponded or flooded in many places during wet;
prominent yellowish brown (10YR 5/6) seasons. In many places depth to a seasonal, high.
mottles; weak thin and medium platy perched water table ranges from 1 to 3 feet. Shal161i',
structure; friable; common roots; strong- surface ditches, water diversions, and waterways held
ly acid; clear wavy boundary. remove runoff water. Tile drains help lower the season
A22-10 to 18 inches; grayish brown (10YR 5/2) perched water table.
silt loam; many medium prominent yel- Most areas of this soil are cultivated and are '
lowish brown (10YR 5/6-5/8) mottles; quently used for corn. Where excess water is remov ` '
moderate medium platy structure; fri- the soil is well suited to corn, oats, and hay. Capabili'
able; common roots; very strongly acid; unit IIw-2; woodland group 2o2.
clear wavy boundary. Y
IIB2tg-18 to 25 inches; grayish brown (10YR Udifluvents
5/2) heavy loam, high silt content; many
coarsb prominent yellowish brown (10YR Ud—Udifluvents consist of nearly level, s
5/6-5/8) mottles; moderate coarse and poorly drained and moderately well drained
medium subangular blocky structure; flood plains along rivers and streams. Most w
firm; thick patchy (10YR 3/2) very dark elongated in shape and range from 5 to Sfi•'
grayish brown clay films on faces of peds; size. Slopes are 0 to 2 percent. These soils ±w
few roots; about 5 percent coarse frag- light and dark colored sandy sediment deport
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Wilson quadrangle N=0,466
Projection is UTM Zone 15 NAD83 Datum G=0.571
http://www.topozone.com/print.asp?z=15&n=4977372.00014753&e=563 805.00000004&s... 7/22/2005
St.'Croix kounty Map Output Page Page 1 of 1
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1163533 '
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s St.Croix County Planning Departmentxa"� '"�"'�
1101 Carmichael Road Cif V*f VA;a$a
Hudson,WI 54016 #fw4wtz
Phone:(715)386-4674 n
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DISCLAIMER:The information contained on this map is advisory. Map 'Jtrea ns
accuracy is limited by the quality of the public records from which it was
prepared.It Is not intended as a substitute for an accurate field survey. „ c k*,,of
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AERIAL PHOTOS:Aerial photography is date-sensitive. Features that exist ''
presently in the County may not be present in the photos.
http://72.21.230.178/servlet/com.esri.esrimap.Esrimap?ServiceName=StCroixOV&Client... 7/22/2005