HomeMy WebLinkAbout016-1032-95-050 (2) •
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vvisconsin ueparunent or barmy aria rroressanai ervices r ,l rage i or.1ao
r vrsnof Industry
,Ls Seri/icy-lc Zp21 SOIL EVALUATION REPO T� ' !5 Doih 5
In accordance with SPS 385,Ws. Adm. Code Coumy CoCROlX
Attach complete aite plan-orrpapai not lass than 8 1/2 x 11 inches in size.Plan must include,
but not limited-to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D.
scale or dimensions,north arrow,and location and distance to nearest road. 016-1032-95-050
Please print all information. Reviewed by Date
Personal irdonnation you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)).
Property Owner •Property Location ❑ El
MICHEAL&JULIE LUKS Govt Lot NW V. NW V. S 15 T 30 N R 15 E (or) W
Property Owner's Maiing Address Lot* Block I Subd.Name or CSM*
678 N 5114 ST OUTLOT 1 CSM 26-6010
City Stale Zip Code Phone Number ❑City ❑Village ®Town Nearest Road
NEW RICHMOND I WI 154017 I (orZ )2../a-63vb I I GLENWM)OD 1160TMAVE
® New Construction Use:® Residential/Numberof bedrooms$Code derived design flow rate gtQ GPD
❑Replacement ❑Public or commercial-Describe:
Parent material GLACIAL DRIFT&LOESS Flood Plan elevation if applicable BA,ft.
General comments and recommendations: POSSIBLE MOUND SITE,PENDING APPROVkakNTERPRETNE DETERMINATION QJ P.-PIP/
NATTION REEPORT. A
CENTERLINE LOCATED ON OR NEAR THE 86.5'CONTOUR �p d� L4 rct{rC A. t r r -ht$ �
letA�1 rYv
❑Boring
1 Boring*
®Pt Ground surface elev.84.3 ft. Depth to uniting factor g in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F12
In. Mansell Qu.Az. Cont Color Gr.Sz.Sh.
'E1I*1 'E1F*2
1 0-5 7.5YR 3/2 — si 2fsbk drily gs 2m 0.6 0.8
2 5-10 10YR 5/4 — I 2mabk mfr gw 1m 0.6 0.8
3 10-16 10YR 5/4 cif 7.SYR 516& I 2mabk mfr dw 1f 0.6 0.8
c2f 7.5YR 5/3
4 16-40 7.5YR 4/6 c1d 7.5YR 5/8& sd lmsbk mfr — 1f 0.2 0.3
c2d 7.5YR 6/3
0 Boring
2 Boring*
®Pit Ground surface elev 89 2 ft. Depth to limiting factor 7 in.
Sit Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munselt Qu.Az.Cont.Color Gr.Sz.Sh.
•Eft*1 •Eff*2
1 0-5 7.5YR 3/2 — sil 2fsbk mfr gs 2f 0.6 0.8
2 5-7 10YR 5/4 — sil 2mabk mfr gw 2m 0.6 0 8
3 7-15 10YR 5/4 cif 7.5YR 5/6& si 2mabk mid dw 1 m 0.6 0.8
t2f 7.5YR 5/3
4 15-27 7.5YR 4/4 ctd 7.SYR 5J8& si 2mabk mfr dw 1f 0.6 0.8
c2d 7.5YR 6/3
5 27-39 7.5YR 4/6 ctd 7.5YR 5/8& sd tntsblt mfr — 1f 0.2 0.3
c2d 7.5YR 6/3
•Effluent*1 =BOD,>30 s 220 ng/L and TSS>30 s 150 m •Effluent*2=BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) SignatU ) CST Number
CHRIS FREDERICKS 71618
Address Date Eval ' Conducted Telephone Number
499 41/2 Ave,Clayton,WI 54004 • 11/7/2021 715.419.0127
I I
3 Borings U iwnng
®PR Ground surface elev.85.9 ft. Depth to Limiting factor Q in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP13/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh.
'Efts1 'VW
1 0-5 7.5YR 3/2 — sil 2fsbk mfr gs 2f 0.6 0.8
2 5-8 10YR 5/4 — sil 2mabk mfr gw 1 m 0.6 0.8
3 8-12 10YR 5/4 c1f 7.5YR 5/6& sil 2mabk mfr dw 1m 0.6 0.8
c2f 7.5YR 5/3
4 12-23 7.5YR 4/4c1d 7.SYR 5/8& sil 2mabk mfr dw tf 0.6 0.8
c2d 7.5YR 6/3
5 23-40 7.5YR4/6 c1d7.5YR5/88 sG lmsbk mfr — 1f 0.2 0.3
c2d 7.5YR 6/3 _
J B nng" ❑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.Az.Cont.Color Gr.Sz.Sh.
'TM 'Effs2
r ❑Boring
Boring 0 Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont. Color Gr.Sz.Sh.
'Ef►s1 'Etfs2
f
•Effluent i1 =BOD,>30 s 220 rrg/I_and TSS>30 s 150 mg&L 'Effluent s2=BOD,>30 s 220 mg/L.and TSS>30 5 150 mglL
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SOIL TEST LOCATIONS
Gar
CERTIFIED SURVEY MAP JAN 03 2022
PART OF THE NORTHWEST QUARTER OF THE st. Croix County
NORTHWEST QUARTER OF SECTION 15, TOWNSHIP Community Development
30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD, Lj cr3IC1.`
ST. CROIX COUNTY, WISCONSIN. BEING OUTLOT 1 OF
CERTIFIED SURVEY MAP, VOLUME 26, PAGE 6010, C5Ih-20a? -da '
DOCUMENT NUMBER 995933.
LOT 1. CSM
14/3909 UNPLATTED
LANDS North 1/4 Corner
Northwest Corner 160th Avenue Section 15-30-15
1 1 1 _ 2650.67' centerline SurveyMark Nail
Section 15-30-15 _i I L N89'49-r11 E 696.35' Z._ N89'49'11"EA
Survey Mark Nail- 0 g _ 1954.32' S,I
o 4- N89'22'30"E 667.07' 27.83' (ji
N 12 , oil LOTc0
o
a) I°; I Z est o u d
rn I9 �'� jc) 427,502 sq.ft. 393,710 sq.ft. > ,,N
kI,m 9.814 acres 9.038 acres o UNPLATTED
1 66'i tN incl. r—o—w excl. r—o—w — — —
1A I f _ ---_ LANDS
L UNPLATTED ' i1 Iw I-- __ ar`
I O I� I OUTLOT 1, CSM O/ SA
LANDS 10 Iu33 26 6010
- - — 1 3 I ;36' y / o9e moo,
I Ln III N82'01'07" 766'05. '\ o/F`
In) NIp 799.41' Z ,
V
i'-' �Irn UNPLATTED o. t.9j ' 9
p a''.,°'I N LANDS e J. r'
�
- $ tis,. -1.9. . 5l2�21j"
West 1/4 Corner 0 R9v . zs '85' f
PREPARED FOR: o•
Section 15-30-15 4 o
Survey Mark Nail Micheal J. Luks N
678 N 5th Street 4, :5
New Richmond, WI ',B. '
.Each parcel on this map is subject to State and County
laws, rules and regulations(i.e. wetlands, minimum lot
size, access to parcels, density limitations, etc.). Before
purchasing or developing any parcel, contact the
Community Development Department and Town
Board for advice.
Lot 1 is zoned R-1, Residential District,
which allows 1 principal dwelling per 10
acres. Please contact the Community
i\r Development Department for more
I information.
rMT+�\\ DIVISION OF INDUSTRY SERVICES
HAYWARD VA 5411434462
Contra TMayh RM•Y
hip:MIspautgovlprogranwAndularraprAaes
Yt
=sK,vr.-- T•p,Evers-Sommer
Dwe Orin-E•wdry
December 29, 2021
CONDITIONAL APPROVAL
SOILS SATURATION DETERMINATION
Plan Review Number: PWTS-122203184-C
MARY JO HUPPERT Q ND177ONALLY
28497 King Arthur's Court APPROVED
Danbury WI 54830 DEPT OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
SITE:
Michael and Julie Luks te& l 4c
3001"Street SEE CORfftESPONDENCE
St. Croix County
Town of Glenwood
NW'/.- NW'/.-515—T3ON—R15W
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This
system is to be constructed and located in accordance with the enclosed approved plans and with any
component manual(s) referenced above.The owner, as defined in chapter 101.01(10),Wisconsin Statutes,
is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per
s.145.06, stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• Approval is hereby granted pursuant to s. SPS 385.60(2),Wis .Adm. Code,to estimate the depth
of seasonal soil saturation based on an interpretive determination process completed by Mary Jo
Huppert,Certified Soil Tester(CST)and her recommendations.
• This approval is limited to the soil characteristics within the tested area. This approval is based
upon best management practices and does not warranty the functioning of the system. Water
conservation,wastewater disposal practice and system maintenance will aid in the longevity of
the system.
• On-site visit was conducted by CeCe Rudnicki, DSPS on November 17,2021.
• 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.
• The basal soil application rate for the mound shall be 0.8 gpd/sf,and the linear loading rate 5.0
gpd/ft.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8
inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the
soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If
it rolls into a 1/4- inch wire,the site is too wet to prepare. If it crumbles,site preparation can
proceed. If the site is too wet to prepare, do not proceed until it dries.
• Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to
improve vertical water movement into the soil solum.
• 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.
• 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.
• 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.
• 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.
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. 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 Industry Services 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.
The above addressee shall provide a copy of this letter and the POWTS management plan to the owner
and any others who are responsible for the installation,operation or maintenance of the POWTS.
Sincerely,
CeCe' X
CeCe (Elizabeth) Rudnicki
Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services
(608)400-3186
elizabeth.rudnicki@wisconsin.gov
JNIEf2PRETIE DETERMINATION BFPORI
PROPERTY MICHEAL J.&JUUELUKS
DINNER: 678 N.5TH STREET
NEWRICHMOND,W 54028
NW14 of the NWY4, Sedlon15, T3ON, R15W
sitel Location:
Town of GLENWOOD
ST. CROIX COUNTY
CONDITIONALLY
APPROVED
DEPT OF SAFETY AND PROFESSIONAL SERVICES
Structure To Be Served: 3 bedroom dwelling DIVISION OF INDUSTRY SERVICES
SEE CO ESPONDENCE
Prepared by: vnn//
fair
Ma , o Huppert, ST I1224831
opaianrr ikft8(940"/
Date: 12' 1.(ot 2°21
HOLLISTER'S SOIL TESTING& DESIGN
28497 Fling Arthur's Court
Danbury, WI 54830
715-428 - 1775
I. INTRODUCTION
In November 2021 this soil tester was contacted by the owner to
conduct an on-site as a previous soil tester notified them that
the soils did not have A+4 conditions that is required per the State of
Wisconsin, Department of Safety and Professional Services
regulations. I also verified the same conditions. This report is
required to determine the suitability and the installation of a private
on-site wastewater treatment system (POWTS) in lieu of groundwater
monitoring.
This property has been left wooded probably due to wet soil
conditions in the spring and steeper slopes with a small dry run
making cropping it a little more difficult. I reviewed two pits and
determined that an Interpretive Determination Report (IDR) would be
required for an approval of the POWTS.
The property is located one and a half miles northwest of Glenwood
Gty near S.T.H. 128 in the town of Glenwood,St. Croix County.
II. PREPARATION OF REPORT
This report is being prepared according to the standards set forth by DSPS
385.60(2) of the Wisconsin Administrative Code and a guideline prepared
by Leroy Jansky called "Preparing the Interpretive Determination Report."
III. REQUIRED INFORMATION
A. The Soil Evaluation Report has been conducted according to DSPS
385.40 and is attached as part of this report.
PAGE 2 — LUKS — TOWN OF GLENWOOD
B. Local Hydrology
1. Surface water: no ponding appears to take place on the site
based on the vegetation. Below is a map from St. Croix
County website showing floodzone. It shows this area is not in
a wetland or a wet meadow thou some is located to the south.
The site has a 13 percent slope to the south. Also attached is
the WI DNR Surface Water Data.
-S < 3 2
1
/ t I
8 9 10 ele ff
ZONE X \--".."1 .‘
4 Ycwf
17 1f C / 15 14
N
f
• roo wee +eeoe
Mn.r+r..r.. VC
r r.. r
PAGE 3 — LUKS/TOWN OF GLENWOOD
2. Subsurface water:some rainfall leaves the site and some is
absorbed into the A horizon.The silt loam texture within the A
horizon has good structure with root and worm action taking
place.The subsoil has a weaker structure with more clay content
which tends to hold more water due to the evidence of
redoximorphic features which varies from 7 to 40 inches.
3. Soil Saturation: soil appears to become saturated due to the
heavy sandy loam and underlying till.No water was observed.
There was no observation of any wetland type vegetation.
4. Surface Water Elevations: this area is lies between Lake St. Croix
and Red Cedar River Basin in the Hay Creek River Basin. There are
no surface waters near the proposed site but a dry run. See the
attached "Surface Water Data Viewer Map"from the WI DNR
website. The St. Croix River location is approximately 17 miles to
the west and Sand Creek is to the east and flows southemly. See
map from WI DNR website.
4g
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PAGE 4- LUKS/TOWN OF GLENWOOD
DNR 54AKF�10E WA IT1
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rit
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PAGE 6 — LUKS/TOWN OF GLENWOOD
E. Soil Series and Mapping Units: The United States Department of
Agriculture (USDA) has the area mapped as an Amery—Cromwell Series
with underlying sandy loam till. The soil tester encountered the soils
similar except finding redoximorphic features in the subsoil.
The series is described as moderately drained and permeability is
moderate.
SOIL MAP
LUY,
1~
9 .q1 1 i I
��
A,nC2 - -
SAE
t Rf1K 35
X�
."__.-- 11.102
r• - __r 4
32-„�--'� �� (2
W
r
/ I 4
/418
16 (---.. - 15 P•J41
fr.
Au..)
M.DI
I i . /� yy
k.uC `t).9
NN.N
0 100 200 302M
o+u1+aR nr�.
wss.WI.MwYs ..1
oaw w.e.wn do --` .6
r `� f
PAGE 7— LUKS/TOWN OF GLtryWOGD
F. Field Observations: the proposed site is in a wooded area
and has been wooded for many years with cropland all
around. There is a nice slope from the site that will drain to
the south.
The landscape and all soil pits had moist conditions. There has
been no cutting or filling in the area and no drain tile or drainage
ditches were observed.
G. Comparative Analysis: all soil borings had high and low redoximorphic
conditions under the A horizon that were few, fine, faint and then
progressed to common, medium, distinctive which indicates that it
will become more moist above the weakly cemented sandy
loam.
Therefore, I believe that no prolonged saturation occurs in the top 7
inches for more than 7 consecutive days.
H. Government Reports and Comments: there has been
IDRs approved on property located approximately 3 and 4 miles
north and south of this siste. There are a few new POWTS within
the area.
I. Conclusion and Recommendations: The site is suitable for a POWTS as
evidenced by the redoximorphic conditions described above and on the
soil report. There appears to be no evidence of hydric soils or wetland
vegetation.
PAGE 5 — LUKS/TOWN OF GLENWOOD
C. Geomorphology:
1. Parent ma i.erial: the parent material is sandy
loam till.
2. Landform type: end moraines and pitted drift.
Cl. Landscape Position and Lora: Topography:
See the elevation map below.
II IA ,AE ' S ___ , 5
r
1 : ‘ ` • ,1) '1 0161o21:0-o0o ; - . x .
/ ' . - i ..w
139E
. 66.35 r. MOHAVEw�
.
iF / " ` -7: i to j (1'
,- s !ill. : `'
. . ' ._—..-. _ I %I .._
i -. I ' �.- ^ 1 . 1 ��•` w.1 titer
• _ Tom' f / • ! r ?` : .�r _~• ~� .
•
�" ;
J •o16-loxf-loon 1 -- / / 1 ti-4 „ . -""v . i ." ,
is3 I" -. ' qii kr i ;'�\ ".. ; `
.11V.,,‘ s :. ',• ..,—, . ,L : ii . , 4'., . '\ i'.•.t.fi i IA , .1 '. -,' . i ) ..'' , 'A 'i . rr'-.:i
1
`
PAGE 8— LUKS/TOWN OF GLENWOOD
Most of the water is absorbed into the site and moves southemly
to the dryrun and then moves westernly. There is a nice slope to
the site and no surface ponding anywhere. No prolonged saturation
occurs within the top 7inches as evidenced by lack of the
redoximorphic features in the A horizon.
1. The sand fill shall be 2.50 feet of ASTM C-33 code required
material.
2. The system loading rate to be 0.6 GPD/ft2. The linear loading rate
is 5.o gpd/ft.
3. Plow depth to be at least 12 inches during dry conditions so there
is no chance of soil smearing and allows for better infiltration at a
downward movement.
4. Construct the toe area of the system at a 1:4 ratio instead of the
required 1:3 to increase absorption area.
5. Recommended system contour elevation is 86.00 feet and system
elevation 8'1.50 feet.
The State of Wisconsin, Department of Safety and Professional Services
Wastewater Specialist will review the site and report to make a final
approval.
Submitted by,
L/7144111kerj
Mary Jo Huppert
Certified Soil Tester #224832/Designer#1859-007
REFERENCES:
1.) Martin, L (1965). The Physical Geoloov of Wisconsin,
University of Wisconsin press. Madison, Wisconsin.
2.) Soil Survey of St. Croix County (1978)United States
Department of Agriculture, Soil Conservation Service. with the Research
Division of the College of Agriculture and life Sciences, University of
Wisconsin.
4 ) State cf Wisconsin. Department of Safety and Professional
Services Code, Chapters 383 and 385.
5 ; St. Croix County. Downloaded from
htto://co.st.croix.wi.us com
6 ) Soils Stones. Downloaded from
htto://usda.00v.com
7.) WI DNi2 web page. http://widnr.com
10 SOIL SURVEY
TALE 1.—Approximate acreage and proportionate extent of the soils--Continued
Soo Acres Percent Soil Acts Percent
Ritchey milt loam, 12 to 20 percent slopes, Sattre loam, 2 to 6 percent dopes _--- 7,260 1.6
eroded ______—__—____—____—__ 1,460 .8 Sattre loam,6 to 12 percent slopes,eroded__ 8.160 .7
Ritchey sal and Roek outcrop. 20 to 86 Sattre lilt loam,0 to 2 percent elopes______ 7.000 1.6
percent dopes ______--_�__— 6.650 L4 Sattre silt loam, 2 to 6 percent slopes_� 16,800 8.6
Rockton silt loam,TWO.6 payout slops. ____ 990 .2 See__ Iyerille muck _— 2.800 .6
Rockton silt loam, 6 to 12 percent slope.. rg milt loam, 0 to 8 percent elopes____ 16.200 3.4
eroded _— _w___---- __ 600 .1 U !Invents -----_—_—_______ 1.100 .2
Rockton silt loam, 12 to 20 percent dopes, Vlaenty milt laces.,2 to 6 percent dope _— 18.500 4.0
eroded 560 .1 Vlaenty silt loam,6 to 12 pereeat slopes,
Santiago lilt loam,2 to 6 percent elope___- 84,800 7.6 eroded _______—_ 3,250 .7
Santiago silt loam,6 to 12 paant.lopee, Whelan silt loam,2 to 6 penned elopes— 2.060 .e
eroded _-- -____--- Mato 2.8 Whelan silt loam.8 to 12 percent slops,
Santiago-Antigo complex.6 to 12 percent eroded ____________— 8.100 .7
eroded 4,850 1.0 Whalen silt loam, 12 to 25 percent slopes,
Sa igo-Antigo ecenples,12 to 26 percent eroded _--- ___----- 1200 2
spy eroded ______—_ _ 1.260 .8 Water ------__--_-- 5,730 1.2
SavvrLts and Ascents —____ — 1160 .4
Sethi.. loam. 0 to 2 percent slops____— 2,060 .4 Total 469,760 100.0
•Lees than 0.0E permed.
friable; about 10 percent coarse frag- habitat. If adequately drained a few areas are suited
ments by volume; slightly acid; clear to row crops. Capability unit IVw-3; woodland group
wavy boundary. 5w1.
IIC-38 to 60 inches; yellowish red (5YR 4/8)
heavy sandy loam; many large faint Amery Series ',
strong brown (7.6YR 6/8) and promi-
nent grayish brown (10YR 6/2) mottles; e series consists of gently sloping to steep,
massive; friable; common pebbles; 10 well drained soils on ground moraines, end moraines,
percent cobblestones and boulders by vol- and areas of pitted drift. These are loamy soils under-
ume; neutral. lain by sandy loam till. Native vegetation was mainly
The solum ranges from 80 to 50 inches in thickness. white pine, red oak, white birch, and aspen.
Depth to sandy loam till ranges from 18 to 84 inches. In a representative profile the surface layer is dark
The A horizon is black, very dark brown, or very dark brown loam about 9 inches thick. The subsurface layer
gray and 10 to 20 inches thick. is about 3 inches of brown loam. The subsoil is brown
The C horizon is sandy loam or gravelly sandy loam. and reddish brown, friable sandy loam about 19 inches
The lower part of the B horizon and the C horizon are thick. The substratum, to a depth of 60 inches, is yel-
6 to 15 percent coarse fragments. lowish red, friable sandy loam.
These Adolph soils have slightly more clay in the B Available water capacity and permeability are mod-
horizon and upper part of the C horizon than the de- erate. Natural fertility ranges from medium to low.
fined range of the series, but this difference does not The organic matter content of the surface layer is
alter their usefulness or behavior. moderate.
Adolph soils are near Freeon, Magnor, and Santiago Moat areas of these soils are moderately steep or
soils. All these soils have a silt loam mantle underlain steep. The steeper soils are in hayland, pasture, or
by sandy loam till.Adolph soils are more poorly drained woodland.The gently sloping and sloping soils are used
than Freeon, Magnor, and Santiago soils. for corn, oats, and alfa 'a.
AdA--Adolph silt lemma, 0 to 3 t elope.. This Representative profile of Amery loam, 6 to 12 per-
soil is in drainageways and depressions. Most areas are cent slopes, eroded, in a cultivated area, 80 yards east
elongated and from 4 to 40 acres in size. and 770 yards north of southwest corner of sec. 21,
Included with soil in mapping are a few small T. 80 N., R. 15 W.:
areas of F luvaquents, wet, and Satirists and Aquents. Ap—a to 9 inches• dark brown (10YR 3/8) loam,
Also included are some small areas of soils where lay- high sand content;moderate medium sub-
era of heavy loam till or sandy outwash are in the angular blocky structure parting to mod-
substratum. erste fins and medium granular; friable;
This soil has a perched water table at or near the many roots; neutral; abrupt smooth
soil surface throughout most the year. Runoff is very boundary.
slow. This soil is ponded or flooded during wet seasons. A2-9 to 12 Incites; brown (10YR 5/3) loam,
Shallow surface ditches, water diversions, and tile high sand content; weak medium platy
drains help drain areas where a good natural outlet structure; friable; common roots; tutu-
exists. Frosts are common on this soil late in spring tral; clear wavy boundary
and early in fall. A&B-12 to 15 inches; brown (10YR 5/8) heavy
This soil is suited to wetland pasture and wildlife sandy loam (A2) ; weak medium platy
Sr.CROCE COUNTY, WISCONSIN 11
structure; brown (7.5YR 4/4) heavy as representative of the series, but its subsoil is thicker
sandy loam (B2t) ;moderate medium and and the surface layer contains more sand.
fine subangular blocky structure; friable; Included with this soil in mapping are a few small
common roots; about 15 percent coarse areas of Amery loam and silt looms and Cromwell
fragments by volume;neutral;clear wavy soils. Also included are a few areas where layers of
boundary. silty sediment are in the till, a few small areas where
IIB22t-15 to 24 inches;reddish brown (5YR 4/4) the soil is severely eroded and has a cobbly and gravelly
heavy sandy loam;moderate medium sub- surface layer, and a few areas where slopes are less
angular blocky structure; friable; few than 6 percent or more than 12 percent
roots; about 15 percent coarse fragments Runoff is medium,and the hazard of erosion is mod-
by volume; medium acid; clear wavy crate. Erosion has caused deterioration of the tilth and
boundary. has reduced the content of organic matter of the sur-
IIBS-24 to 81 inches; reddish brown (5YR 4/4) face layer in most places.This soil is subject to blowing.
sandy loam; weak coarse subangular This soil is suited to oats, alfalfa, and a limited
blocky structure; friable; few roots; amount of corn. Controlling erosion and soil blowing
about 15 percent coarse fragments by and maintaining tilth and organic matter content are
volume; few strong brown (7.5YR 5/8) important factors of good management. Capability
sand coatings on faces of pods; slightly unit IIIe-7; woodland group 201.
acid; clear wavy boundary. A1D2--Amer sandy loam, 12 to 25 percent dopes,
IIC--Si to 60 inches; yellowish red (5YR 4/6) eroded. This soil is on pitted drift and end moraines.
sandy loam; massive; about 15 percent Most areas are irregular in shape and range from 5 to
coarse fragments by volume;friable;few 100 acres in size.
roots; slightly acid. This soil has a profile similar to the one described as
The solum ranges from 80 to 40 inches in thickness. representative of the series, but its surface layer is
The Ap horizon is dark grayish brown or dark brown sandy loam rather than loam.
sandy loam or loam 5 to 10 inches thick.In uncultivated Included with this soil in mapping are a few areas
areas the A horizon is very dark brown or very dark of Amery loans and silt loans and a few areas of
grayish brown and 2 to 4 inches thick. Cromwell and Emmert soils. Also included are a few
The B horizon is sandyloam or sandy clay loam. The areas where layers of silty sediment are in the till, a
C horizon is mainly sandy loam, but it ranges to loamy few small areas where the soil is severely eroded and
sand in places. The B and C horizons are 5 to 15 per- has a cobbly and gravelly surface layer, and a few
cent coarse fragments. These soils are medium acid to small areas where slopes are less than 12 percent or
neutral in the B horizon and medium acid or slightly more than 25 percent
acid in the C horizon. Runoff is rapid, and the hazard of erosion is severe.
Amery soils are near Cromwell and Santiago soils In most areas erosion has caused the filth to deteriorate
and Jewett,sandy substratum.They lack the moderately and has reduced the content of organic matter in the
thick silt mantle and the loam B horizon typical of surface layer. This soil is subject to blowing.
Santiago soils and Jewett, sandy substratum, soils. This soil is suited to hay, pasture, and woodland. It
Also, Amery soils lack the sandy C horizon typical of is frequently used for pasture. Controlling erosion and
Cromwell soils and Jewett, sandy substratum, soils. maintaining tilth and organic matter content are Im-
They contain more clay and less sand than Cromwell portant factors of good management Capability unit
soils. VIe-4; woodland group 2r1.
A1B—Amery sandy loam,2 to 6 percent slopes. This AmB—Amery loam, 2 to 6 percent slopes. This soil
soil is on ridges of ground moraines or on knolls and is on ridges of ground moraines. Most areas are oblong
foot slopes of pitted glacial drift.Most areas are irregu- or irregular in shape and range from 10 to 40 acres
far in shape and range from 5 to 40 acres in size. in size.
This soil has a profile similar to the one described as In most areas this soil contains more silt than the
representative of the series, but the subsoil is thicker one described as representative of the series, but other-
and the surface layer is sandy loam rather than loam. wise the two profiles are similar.
Included with this soil in mapping are a few areas Included with this soil in mapping are a few small
of deep,silty soils and a few areas of Amery foams and areas where the surface layer is sandy loam. Also in-
silt loam Also included are a few small areas where eluded are a few small areas where the soil is under-
slopes are less than 2 percent or more than 6 percent lain by sand and gravel and a few small areas where
Runoff is slow, and the hazard of erosion is slight. slopes are slightly more than 6 percent.
This soil is subject to soil blowing. Runoff Is slow, and the hazard of erosion is slight.
Most areas of this soil are cultivated.The soil is mod- This!oil is well suited to corn,oats,and alfalfa. It is
erately well suited to corn,oats,alfalfa,and most crops frequently used for corn.Controlling erosion,especially
commonly grown in the county. Controlling erosion and on relatively long slopes,is an important factor of good
soil blowing are important factors of good manage- management Capability unit IIe-1; woodland group
meat Capability unit IIIe-4;woodland group 201. 2o1.
A1C2—Amery aaedy loans, 6 to 12 pereent slopes, AmC2—Amery loam,6 to 12 percent slopes,eroded.
eroded. This soil is on end moraines and pitted glacial This soil is on end moraines and ridges of/round
drift.Most areas are irregular in shape and range from moraines. Moat areas are oblong to round and range
5 to 60 acres in size. from 5 to 60 acres in size. This soil has the profile de-
This soil has a profile similar to the one described scribed as representative of the series.
12 SOIL SURVEY
Included with this soil in mapping are areas where similar soils. Positions of these soils on the landscape
the surface layer is sandy loam. Also included are a vary, but the Amery soil is mainly on ridgetops and in
few small areas of Cromwell and Santiago soils and a slightly concave areas. The Amery soil is less eroded
few small areas where slopes are slightly less than 6 than the Cromwell soil, which is mainly on the crests
percent or more than 12 percent of knolls and in convex areas.
Runoff is medium, and the hazard of erosion is mod- The Amery soil has a profile similar to the one de-
erate. In many areas erosion has caused deterioration scribed as representative of the series, but in most
of filth and soil structure in the surface layer. places the surface layer is sandy loam rather than
This soil is suited to oats, alfalfa, and a limited loam. Also, in some areas the sandy loam till is under-
amount of corn. Controlling erosion and maintaining lain by loamy sand or sand and gravel at a depth of
tilth are important factors of good management Cepa- 8 to 6 feet The Cromwell soil has a profile similar to
bility unit IIIs-1; woodland group 2o1. the one described as representative of the series.
AmD2—Amery loam, 12 to 20 percent slopes. Included with these soils in mapping are uneroded
eroded. This soil is on narrow ridges of ground or end soils that have a surface layer of fine sandy loam,loam,
moraines and on areas of pitted glacial drift. Most or silt loam. Also included are areas of deep, dark,
areas are irregular in shape and range from 5 to 100 silty and loamy soils in drainagewaya; small areas of
acres in size. sand and gravel on the crests of knolls where the soil
This soil has a profile similar to the one described is severely eroded; some wet soils, ponds, and small
as representative of the series, but in most areas the lakes in sink* and depressions; and some short slopes
surface layer and subsoil are thinner. that are lees than 6 percent or more than 12 percent.
Included with this soil in mapping are some areas Runoff is medium, and the hazard of erosion is mod-
where the surface layer is sandy loam and a few areas orate. In most areas erosion has caused tilth to de-
of Arland, Cromwell, and Santiago soils. Also included teriorate and has reduced the content of organic matter
are a few areas where the soil is severely eroded and in the surface layer
has a cobbly,gravelly, or sandy surface layer. In a few Most areas of this complex are cultivated. These
small areas slopes are less than 12 percent or more than soils are moderately well suited mainly to oats, alfalfa,
20 percent and grasses and poorly suited to row crops. Some row
Runoff is rapid, and the hazard of erosion is severe. crops,mainly corn, are grown on the less sloping soils.
Erosion has caused deterioration of tilth and soil struc- The short slopes in the complex are well suited to red
titre in the surface layer. or white pine. Controlling erosion and soil blowing and
This soil is suited to alfalfa and grasses for hay or maintaining filth and organic matter content are im-
pasture. It is poorly suited to row crops. Controlling portant factors of good management Capability unit
erosion and maintaining tilth are necessary to good IVe-4;-woodland p
management Capability unit IVe-2; woodland group Ii iweH T complex are on to 25 per-
2r1.
Alai—Amery loam, 20 to 80 percent slopes, moraines and areas of pitted drift. Most areas are
eroded. This soil is on end moraines and pitted glacial irregular in shape and range from 10 to 80 acres in
drift Most areas are irregular in shape and range from size. These soils formed mainly in reddish sandy loam
10 to 40 acres in size. till that is underlain by sand and gravel at various
This soil has a profile similar to the one described depths.
as representative of the series,except the surface layer This complex is about 45 percent Amery sandy loam,
and subsoil are thinner. 86 percent Cromwell sandy loam, and 20 percent other
Included with this soil in mapping are a few small soils. Positions of these soils in the landscape vary,but
areas of Arland, Cromwell, and Whelan soils. Also in- the Amery soil is mainly on ridgetops and in slightly
eluded are a few small areas where slopes are leas than concave areas. The Amery soil is less eroded than the
20 percent or more than 80 percent. Cromwell soil, which is mainly on crests of knolls and
Runoff is very rapid, and the hazard of erosion is in convex areas.
severe. In many areas erosion has caused deterioration The Amery soil has a profile similar to the one de-
of tilth and soil structure in the surface layer. scribed as representative of the series, but in most
This soil is suited to grasses for pasture. It is gen- places the surface layer is sandy loam rather than loam.
orally unsuited to row crops. It is well suited to white Also, in some areas the sandy loam till is underlain by
pine, red oak,and hard maple. Slopes facing south and loamy sand or sand and gravel at a depth of 8 to 6
southwest are less suited to trees than slopes facing feet The Cromwell soil has a profile similar to the one
north and northeast. Controlling erosion is an impor- described as representative of the series.
tant factor of good management Capability unit VIe-1; Included with these soils in mapping are soils that
woodland group 2r1. have a surface layer of fine sandy loam, loam, or silt
dl sandy loans, 6 to 12 per- loam,and small areas of reddish clayey soils near ponds
cent dopes, eroded. The soils in this complex are on and small lakes. Also included are small areas of deep,
end moraines and areas of pitted glacial drift. Most dark,silty and loamy soils in drainageways;small areas
areas are irregular in shape and range from 10 to 120 on the crests of knolls where the soil is sandy and
*err in aim. Thaw soils formed mainly in reddish eravelly and severely eroded: areas of wet soils, ponds.
sandy loam till underlain by sand and gravel at vari- and small lakes in sinks and depressions; and areas
ous depths. where slopes are less than 12 percent or more than 25
This complex is about 60 percent Amery sandy loam, percent.
80 percent Cromwell sandy loam, and 10 percent other Runoff Is rapid, and the hazard of erosion is severe.
resoaran impartment Of aerry ono rrobssrorri lerrrms rags 2 Or>?
Division alndu.sy Seances
SOIL EVALUATION REPORT
In aoanisnoa rralr SPS 365,Wits Adm. Code Cow*
ST CROIX
Attach compM.,site plan an paper not less than 8 12 x 11 inches in sae.Plan must inducts,
but not kneed to:rename and ha¢ontl reference point 03M),direction and percent siope, Parcel I.D.
sale a dimensions,north arrow.and btabon and distance to nearest road 016-1032-95-050
Please print ad infonrna6on. Rewarmed by I Date
9920481411041111991909 ponds nay be used to secondary purposes(Privacy Law.s.15.04(1Kml).
Property Ow w Property Locabon 0 El
MICHEAL&JUUE LUKS Govt.Lot NW % NW Y. S 15 T 30 N R 15 E (a) W
Property Owner's Mailing Address Lot If Bloch I Subd.Name a caw
678 N 5TM ST _ OUTLOT 1 CSM 26.6010
City State 2]p Code Phone Number 0 City ❑VBage ®Tam Nearest Rood
NEWRICIi4OND I WI 1 54017 I (wt )Z1D-OW. I I GLENWOOD 1160TMAVE
®New Can.Suction Um.®Residential/Numberorbedroorns 2 Code darned design Ilan rate 02 GPO
❑Replacement ❑Pubac or cormraat-Describe
Parent mensal GLACIAL DRIFT&LOESS Flood Plan elevation I applicable O.JL I
General comments and recommendations. POSSIBLE MOUND SITE.PENDING APPROVED INTERPRETIVE DETERMINATION REPORT.HAVING A
CENTERLINE LOCATED ON OR NEAR THE 865'CONTOUR
i
1 Boring/ El Boring
®Pt Ground surface Nev.04.3 t Depth to limiting lector jQ n.
Sol Application Rats
Horizon Depth Dominant Color Radon Description Texture Structure Consistence Boundary Roots GPOIFt'
In. Miami Ou Az.Cal Color Gr.Sz.Sh. 'EMI TAM
1 0-5 7.5YR 32 — NI 2febk ner 9s 2m 0.6 0.8
2 5-10 10YR 5/4 — I 2mstik nor gw 1m 0.6 0.8
3 10-16 10YR 514 elf 7.5YR 54111 I 2nsbk mfr der If 0.6 0.8
c2f 7 5YR 5/3 __
4 1640 7.5YR 4/5text 7.5YR Sol a sd tmsbk ank - If 0.2 0.3
c2d 7.5YR 613
❑Bonne2 Boring•
®Pt Grcurd surface Nev.QP2 I. Depth to Smiting factor j in.
Sol llpplkaaon Rats
Maxon Depth Dominant Cola Redox Description Texture Structure Carsinsnm Boundem Roots GPO/R'
M. Memel Ou.Az Carl Cola Gr.Sz.Sh.
'EBI1 'SNP
1 0-5 7.5YR 3/2 — sit 2febk mfr 99 21 0.6 0.8
2 5-7 10YR S/4 — ail 2rnabk nth gw ion 0.6 0.8
3 7-15 10YR Sl4 cur 7 SYR se i st 2mabk ntr dw lm 0.6 0.6
c2f 7.5YR 5/3
4 15-27 7.5YR 4/4cid 7.SYR 5/8& al 2nsbk nrd do 11 0.6 0.8
c2d 7.5YR 813
5 27-38 7.5YR 416 c1d T.SYR 5/8 a w lnrsbk mfr — 1f 0.2 0.3
ad75YRBad
'Elkrrt I1=B00.>30 a 220 moo.and TSS>30 s 150 ma& .Effluent 02-BOO,>30 s 220 mylL and TSS>30 s 150 mot
CST Nan.(Plisses Prat) CST Number
CHRIS FREDERICKS c -- ,,r�'Y�!�1 _ 71616 AMISS DineDate E Conducted Terptwne Number
499 4 12 Ara,Clayton.WI 54004 11/7/2021 715.419.0127
u taring
f 3 Borings ®Pn Ground surface elev.45.9 ft Depth to limning factor 4 in.
SolAP0icabon Rale
Horizon Depth Dominant Color Radar Desaiplion Texture Structure Consistence Boundary Roots GPDIF12
In. Munson Qu Az.Cant Color Gr.Si.Sh.
_ 'EINi "Elfin
1 0-5 7.5YR 312 — sll 21sbk mk gs 2f 0.6 0.8
2 5-8 10YR 5/4 — sil 2rnebit nth grin 1m 0.6 0.8
3 8-12 10YR 5l4 c1f 7.sYR 5l6 R sil `2mabk rr/r thy 1m 0.6 0 6
c2r 7 5YR 5/3
4 12-23 7.5YR 414 e1d 7.5YR 518& sil 2nsbk mk dw 1f 0.6 0.8
c2d 7.5YR 6/3
5 23-40 7.5YR 4l6 ct d 7 SYR 54 d act t nsbk nth — 11 02 0 3
c2d 7.5YR 6/3
Boring a ❑Boring
❑Pit Ground surface elm _ft Depth to bulling factor_in_
SoilApplication Rate
Horizon Depth Dominant Color Redox Daaanption Tarrture Structure Consistence Boundary Roots GPO/Fr
In Mush Qu.Az.Cont.Color Gr Sz Sh.
'E11a1 'EM2
a ❑Bang
Boring ❑Pil Ground surface elev._It Depth to Yung factor_in.
Soil Application Rale
Horizon Depth Dominant Color Redox Description Texture Structure Consstenca Boundary Roots OPOIFtr
In Munson Qu.Az.Cart Color Gr.Sz.Sh
'EMt 'EM2
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