HomeMy WebLinkAbout004-1020-40-300 . . ST-aa1a — ady
Wisconsin Department o Safety and Professional Services Page 1 of 2
Division of Industry Servies SEP 20 2019
S IL EVALU imp
Inadoordance h SPS 385,Wis. Adm. Code County ?
Mach complete site plan o in size.Plan must include, ST Croix
but not limited to:vertical and horizontal reference point(BM).direction and percent slope. Parcel I D. -�fl2A r
scale or dimensions,north arrow,and location and distance to nearest road. 06 �0L' 3ip0
Please print all Information. Reviewed byy� / ///1I Date
Personal information you provide may be used for secondary purposes(Privacy LOW.s. 15.04(1)(m)). � .L rf TC'4Y`4- id- '0
Property Owner Property Location: / �L �
Sailers Food Market 8 Meat Processing(Buyer) Govt.Lot: NE Y. SE % S 09 T 28 N �aLii
Property Owners Mailing Address Lot Block# Subd.Name or CSM#
W TBD HY 128 �Jj (Proposed CSM-Lot 03) 30-6 715
City State Zip Code Phone Number ❑City ❑Village 110 Town Nearest Road
Wilson IWI 154027 I I I Cady I HWY 128
0 New Construction Use:❑Residential/Numberof bedrooms=Code derived design flow rate GPD
❑ Replacement ❑� Public or commercial—Describe: No use currently planned;soil test required to allow'buildable'lot for future use.
Parent material Loess over dense sandy loam till (Freeon SIL) Floodplain elevation if applicable NA ft.
ft.
General comments and recommendations: Recommend minimum 30'sanOlifl POWTS mound on 95.00 contour with 0.3 ypd/112 maximum loading rate.
LF=6' ('A•D')site.See soil Interpretive Determination Report. !�
�� A ff rso d- r rfrvJ vv Oertr-)t,.tr r am^.
0 Boring ``(!
1 Boring#1 0 Pit Ground surface elev.95.86 ft. Depth to limiting factor 9 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. 'Eff#1 'Eff#12
1 0-9 10YR 3/3 - sil 3mgr mfr cs 2f-vf 0.6 0.8
2 9-17 10YR 5/3 ftd7.5YR5/8610YR62 sil 2f-msbk mfr gs 1v► 0.6 0.8
3 17+ 7.5YR 4/4 c2p 7.5YR 4/6 8 10YR 6/2 SI 2msbk mfr - 1 of 0.6 1.0
"A+0";sit
El Boring
2 Boring r
IN Pit Ground surface elev.93.64 ft. Depth to limiting factor 8 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. 'Eff#t1 'Effi2
1 0-8 10YR 3/3 - sil 3mgr mfr cs 2f-vf 0.6 0.8
2 8-20 10YR 5/3 mid 7.5YR 5/8&10YR 6/2 sil 2f-msbk mfr gs 1vf 0.6 0.8
3 20+ 10YR 5/3 c2p 7.5YR 4/6 a 10YR 52 sl 2msbk mfr - 1 of 0.6 1.0
"A+0"site . _
'Effluent t/1 =BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L 'Effluent*2=BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature a ` A CST Number
Ryan Bechel eC/G�G 1330832
Address Date Evaluation Conducted Telephone Number
371 Cannon View DR.Red Wing,MN 55066 08/22/19 (651)327-0074
SBD-8330(R04/15)
El Boring
3 Boring# 0 Pit Ground surface elev.95.55 ft. Depth to limiting factor 8 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. •Eff#1 'Eftx2
1 0-8 10YR 3/3 I 3fgr mfr cs 2m-vf 0.6 _ 0.8
2 8-19 10YR 5/3 lid 7.5YR 5/8 a 10YR 6/2 I 2fabk mfr cs 1 m-vf 0.6 0.8
19+ 7.5YR 4/4 c2p 7.5YR 4/6 a t ora 6/2 sd l csbk-Om mfi - 1 f-vf 0.0 0.0
o (72+0"site
Al
0 Boring
4 Boring
0 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. •Eftil •E1f2
5 Boring A ❑Boring
0 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. •Eff#1 •Efp12
•
•Effluent*1 =BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent Art=BOD.>30 s 220 mg/L and TSS>30 s 150 mg/L
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` r.et\„.,i.r DIVISION OF INDUSTRY SERVICES
10541 N RANCN RD
HAYWARD WI 54013.6462
z ' _ Corded Trough R.
• IMtp1lbpe rn www.woonun.0ov
A4.4''''k•�\ Tony Evers-Governor
Dewn fkUe-6•eM•7'
August 30, 2019
CONDITIONAL APPROVAL
SOILS SATURATION DETERMINATION
APPROVAL ID: PWTS-081900062-SSD
RYAN BECHEL
371 Cannon View Drive CONDITIONALLY
Red Wing MN 55066 APPROVED
DEPT OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
SITE:
Sailers Food Market and Meat Processing
Highway 128, Lot 3
4 2,,,,d,Lck:
St. Croix County et et
Town of Cady SEE C(MESPONDENCE
NE'/. -SE ''A-S9—T28N—R25W
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 Ryan
Bethel, Certified Soil Tester(CST) and his recommendations—including the recommendation to
keep orifice density at<10 ft2/orifice and to time dose any future POWTS in this area.
• 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 Wastewater Specialist,on August 27,2019.
• 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 0.3 gpd/sf,and the linear loading rate 4.5
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' Rud ud
CeCe (Elizabeth) Rudnicki
Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services
(608)400-3186
elizabeth.rudnicki@wisconsin.gov
ADVANCED
ENVIRONMENTAL
Property Owner: Sailer's Food Market and Meat Processing Date: 08/26/19
Site Address: TBD HWY 128,Wilson,WI 54027 (LOT 03)
SOIL INTERPRETIVE DETERMINATION REPORT
CONDITIONALLY
APPROVED
Page: 1 Soil Test DEPT OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
Page: 2 Soil Test
Page: 3 Site Plan
4p4, dr--
Page: 4 Interpretive Determination Report DIECO
g p p SEE COMESPONDENCE
Page: 5 Interpretive Determination Report
Page: 6 Interpretive Determination Report
Page: 7 Interpretive Determination Report
Page: 8 Attachment 1
Page: 9 Attachment 2
Page: 10 Attachment 3
Page: 11 Attachment 3
Page: 12 Attachment 3 ``\ •` ‘S C O�NS�f,,/ ,�''
Page: 13 Attachment 3 * �*
RYAN G.
Page: 14-24 Attachment 4 BECHEL
D-2263-7
RED WING
MN
//PCS'I'G1N�%`````,.
1),€)
Designer Signature: Date: 8/26/2019
8 8
Wisconsin Department of Safety and Professional Services Page 1 of 2
Division of Industry Services
SOIL EVALUATION REPORT
In accordance with SPS 385,Wts. Adm. Code County
ST Croix
Attach complete site plan on paper not less 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. 004-1019-40-050
Please print all Information. Reviewed by Date
Personal information you provide may be used for secondary purposes(Pnvaoy Law,s 15 04(1 j(m))
Property Owner Property Location:
Sailers Food Market 8 Meat Processing(Buyer) Govt.Lot: NE Y. SE Y. S 09 T 28 N R 25 W
Property Owner's Mailing Address Lot# Block I Subd.Name or CSM#
TBD HWY 128 (Proposed CSM-Lot 03)
City State Zip Code Phone Number ❑City El Village 113 Town Nearest Road
Wilson I WI l 54027 I __ I I Cady I HWY 128
®New Construction Use:0 Residential/Number of bedrooms=Code derived design flow rate=GPD
ID Replacement ❑� Public or commercial—Describe: No use currently planned:soil test required to allow"buildable'lot for future use.
Parent material Loess over dense sandy loam till (Freeon SIL) Floodplain elevation if applicable NA ft.
General comments and recommendations: Recommend minimum 30-sard.liift POWTS mound on 95 00 contour with 0 3 gpd1112 maximum loading rale.
LF•6- (-A+0-)site.See soil Interpretive Determination Report.
0 Boring
1 Boring I ft Pit Ground surface elev.95.86 ft. Depth to limiting factor 9 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. ,•ER#1 •Eff#2
1 0-9 10YR 3/3 - sil 3mgr mfr cs 2f-vf 0.6 0.8
2 9-17 10YR 5/3 f1d 7.5YR 5/8 8 10YR 6/2 SII 2f-msbk mfr gs 1vf 0.6 0.8
3 17+ 7.5YR 4/4 c2p 7.5YR 4/6 a 10YR 6/2 sl 2msbk mfr - lvf 0.6 1.0
"A+0"site
2 Boring# El Boring 93.64 8
❑� 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/Ftz
In. Munsell Qu.Az. Cont.Color Gr. Sz.Sh. •E}I#1 •Effi12
1 0-8 10YR 3/3 - sil 3mgr mfr cs 2f-vf 0.6 0.8
2 8-20 10YR 5/3 mid 7 5YR 5/8 d 10YR 62 sil 2f-msbk mfr gs 1 of 0.6 0.8
3 20+ 10YR 5/3 c2p 7.5YR 4/6&10YR 5/2 sl 2msbk mfr - 1 of 0.6 1.0
"A+0"site
•Effluent#1 =BOD, >30 5 220 mg/L and TSS>30 s 150 mgJL •Effluent#2=BOD,>30 s 220 mg/L and TSS>30 5 150 mg/L
CST Name(Please Print) Signature 144, aeG�`e�A CST Number
Ryan Bethel 1330832
Address Date Evaluation Conducted Telephone Number
371 Cannon View DR,Red Wing,MN 55066 08/22/19 (651)327-0074
SBD-8330(R04/15)
Page 1
3 Boring# 0 Boring g5.55 6
0 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. 'Eff#1 'Eff#2
1 0-8 10YR 3/3 - I 3fgr mfr cs 2m-vf 0.6 0.8
2 8-19 10YR 5/3 lid 7.5YR 5/8 8 10YR 6/2 I 2fabk mfr cs 1m-vf 0.6 0.8
3 19+ 7.5YR 4/4 c2p 7 5YR 4/6&10YR 6/2 sG 1 csbk-0m mfi - 1 f-vf 0.0 0.0
"A+0"site
Boring
4 Boring# ❑
0 Pit Ground surface elev. f. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'E8#2
5 Boring# ❑Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•
•
Effluent#1 =BOD.>30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent#2=BOD,>30 s 220 mg/L and TSS> 30 s 150 mg/L
Page 2
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Soil Interpretive Determination Report
Prepared for:Sailer's Food Market &Meat Processing(Buyer)
Site Location:TBD HWY 128, Wilson,WI 54027
Legal: NE''/.SE'/.S09 T28N R2SW Town of Cady (Proposed Lot 031
Evaluation Date:8/22/19
Introduction:
On 8/22/2019 a soil and site evaluation was conducted at the above-described site to locate a suitable
area for a new Private Onsite Wastewater Treatment System (POWTS).A series of soil pits were
excavated and the soil conditions were described according to the requirements of SPS 385.20 and SPS
385.30. None of the observed test pits demonstrated a clear four-inch (or greater)subsoil horizon (B-
Horizon) below the topsoil (A-horizon)that lacked the presence of redoximorphic features. Per SPS
385.30.2(b),Unless otherwise determined under s.SPS 385.60, the highest elevation of seasonal soil
saturation shall be the ground surface where redoximorphic features are present within 4 inches of any
of the following:
1.An A horizon that extends to the ground surface.
2. The lower boundary of overlying fill material where no buried A horizon exists.
3. An A horizon buried by overlying fill material
The purpose of this soil Interpretive Determination Report is to perform a review of geologic, hydrologic,
and topographic site conditions to determine current conditions of periodic soil saturation and assess
their effect upon the potential operation of a POWTS.
Local and Site Hydrology:
The majority of the property is located within the Cady Creek watershed,which is a sub-watershed of
the Eau Galle River major watershed.This area drains primarily south to the headwaters of Cady Creek
which continues south eventually leading to the Eau Galle River.The southwestern portion of the
property is located within the Lousy Creek-Eau Galle River watershed,which is also a sub-watershed of
the Eau Galle River major watershed.This area drains primarily southwest flowing into either Lousy
Creek or the Eau Galle River.
Drainage in the tested area is aided by gentle rolling slopes that range from 1-5%grade.Slopes are
primarily convex-convex or convex linear in shape and most on-site drainage flows west towards two
low-lying ponds northwest of the existing buildings.The ponds are approximately 600 feet northwest of
the test area and 15-20 feet lower in elevation. Per St Croix County GIS data,a portion of the
northernmost pond is delineated as an"Emergent/Wet Meadow"wetland.The mapping also depicts a
few wetland indicator points lying north,south, and west of the test area. The points indicate potential
wetland areas that are"too small to delineate" (see attachment 1). The test area does not appear to
have hydric soils or wetland indicator vegetation. Furthermore,the area is not a"depressional
landscape" normally associated with wetlands.The tested area does not appear to be a wetland.
Page 4
Historical Geomorphology:
This area of the St Croix County was formed by ground moraine deposits during the last Wisconsin
Glacial Episode occurring 12,000 to 15,000 years ago.Glaciation resulted in erosion,deposition,stream
erosion, and other processes that influenced the type, quantity,and quality of the subsurface soil
"parent materials."Wisconsin is divided into 5 primary soil regions based on geographic location, broad
vegetation type(forest vs. prairie)and texture of parent materials.These 5 primary regions are further
broken down into 11 sub-groups based on cover types of texture classes. The soils of this area of St Croix
County belong to Soil Region F,which is characterized by Glossudalfs on forested silty upland and plains
(Bockheim,J. G., & Hartemink, A. E. (2017).The Soils of Wisconsin. Springer Publishing).
The parent material of the tested area consists of windblown loess and silty lacustrine deposits laid over
a dense sandy loam till(see attachment 2).Though the topsoils in the area express good soil structure,
the underlying glacial till subsoils are dense and very firm as a result of the previous glacial activity.
Soil Mapping:
USDA Web Soil Survey data classify the soils in the tested area as a Freeon Silt Loam.The Freeon series
consists of very deep, moderately well-drained soils which are deep to a densic contact.They formed in
loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines,end
moraines,disintegration moraines,drumlins, and ice-walled glacial lake plains. Permeability is moderate
in the silty mantle,slow or moderately slow in the till subsoil, and very slow in the substratum.The
Freeon series is an Oxyaquic and Glossudalf subgroup of the Alfisol soil order. Oxyaquic soils are
characterized by a seasonal high water table(see attachment 3).
Given the classification of the Freeon series as a "moderately well-drained"soil-type,and the presence
of moderate to strong soil structure within the upper horizons of the tested area, it appears the area
does not stay saturated for long periods of time and is not typically saturated to the surface.The tested
areas appears to be impacted by a seasonal high water table which is likely a "perched"water table that
forms due to the slowed movement of water through the dense silty and sandy clay loam subsoils.
Soil Conditions and Surface Water Flow:
Surface and subsurface drainage from the site flows primarily west towards the lower drainage ponds as
indicated on the topographic maps.The tested areas are at the highest remaining undisturbed locations
of the property.Overall, the soil evaluation results revealed a relatively consistent topsoil and subsoil
regime throughout the test area.
Topsoil (A-Horizon) depth ranged from 0-9 inches and was medium brown (10YR 3/3).Topsoil texture
was mainly silt loam with strong medium to fine granular structure.The soils were slightly moist to dry.
No standing water was observed in the test pits during the observation period. No Redoximorphic
features were observed in the topsoil horizons. The lack of visible Redoximorphic features in any of the
topsoils horizons above 8 inches indicates these soils are not likely saturated for a long enough period of
time for the features to develop.This indicates that there would be at least 8 inches of in-situ soil
available to accommodate a properly designed POWTS.
Page 5
Subsoils (B-Horizon)were light brown to light reddish-brown sandy loam to sandy clay loam with
moderate to weak structure. Soil structure generally deteriorated as depth increased with Boring#3
having massive sandy clay loam soils underlying the silt loam. Redoximorphic features were present
throughout the subsoil horizons. Redoximorphic features began as few,fine,distinct, and became many
to common large and distinct or prominent as depth increased.This indicates that"perching" does take
place, but likely for a shorter period of time. It also indicates that it is wetter longer at greater depths
and probably not as wet and for shorter durations nearer to the surface.
It should also be noted that on the day of the soil evaluations a 20-foot deep soil test pit was dug
approximately 700 feet west of the test area for purposes of evaluating subsurface conditions to locate
a proposed future industrial process waste containment pond.The soil tester was not present to
observe the test pit, but the engineer(Ronnie Williams, Williams Engineering Services, LLC) noted that
the subsoil horizons were composed mainly of"dry"silty and sandy clays and no water table was
observed to the 20-foot dig-depth.This information further indicates that the site is impacted by a
"perched" seasonal water table and not permanently saturated soil conditions.
No fill soils were encountered at the site.
A review of previous soil tests conducted in the vicinity indicates similar soil conditions to those
observed.A soil Interpretive Determination report of similar Freeon Silt Loam soils was completed by
Mary Jo Hollister in 2005 for a church property 1.5 miles north of the test area (see attachment 4).The
findings of this report are similar to the conditions observed on the subject property.
Conclusions/Recommendations:
The site appears to be impacted by a "perched"seasonal water table that is likely caused by the densic
silty and sandy clay loam soils in the underlying till.Though Redoximorphic features are observed
throughout the subsoil,they were more prominent at greater depths indicating the upper horizons are
not wet as often and for shorter periods of time. Nowhere on the site was there a clear 4-inch horizon
below the topsoil and therefore the site is all"A+O." No Redoximorphic features were observed in the
upper 8 inches of soil. Overall,topographic relief on the site and soil structure in the topsoil horizons is
adequate to encourage water movement downslope and away from the test area.
Based on this information I would conclude that the upper 8 inches of topsoil are not seasonally
saturated and have the ability to properly accept and treat wastewater effluent to the standards of SPS
383.To prevent "toe leakage" and encourage effective infiltration into the subsoil strata,a long, narrow
mound system should be designed.
The following design criteria should be implemented in the proposed mound system design:
1. The mound should be long and narrow. Ideally,the distribution bed would not exceed 4.5 feet in
width to keep the linear loading rate below 4.5ga1/ft/day
2. The basal soil application rate should not exceed 0.3gpd/ft2
3. The mound should have a minimum 30-inch ASTM-C33 sand-lift
4. Pressure distribution should be level and orifice density should be kept as low as possible
(< 10ft2/orifice)
Page 6
5. A timed-dose pump system is strongly encouraged to prevent the mound from being
hydraulically overloaded,especially during seasonal wet periods.The pump tank should be
oversized by 50%to provide adequate storage
6. Mound installation should only occur if soils are dry and friable to prevent smearing of the soil
and compaction of the subsurface soil structure
7. The site should be graded to divert surface water away from the mound system and downslope
basal area
Page 7
•
ATTACHMENT 1 Wetland/Water/Topography
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ATTACHMENT 3
Soil Map—St. Croix County,Wisconsin
Map Unit Legend
Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI
AmC2 Amery loam,6 to 12 percent 1.4 0.8%
' slopes,eroded
ApD2 Arland sandy loam. 12 to 25 0.7 0.4%
percent slopes,eroded
Fn8 Freeon silt loam,2 to 6 percent' 46.2 27.9%
slopes
HaA Haider silt loam,0 to 3 percent 4.1 2.5%
slopes
-+
MaB Magnor slit loam,0 to 4 67.0 40.4%
percent slopes
SaB Santiago sift loam,2 to 6 { 29.1 17.5%
percent slopes
SaC2 Santiago silt loam,6 to 12 7.7 4.7%
percent slopes,eroded
SrA Skyberg sift loam.0 to 3 2.8 1.7%
percent slopes
VaB Viasaty silt loam,2 to 6 6.7 4.1%
percent slopes
Totals for Area of Interest 165.8 100.0%
isNatural Resources Web Soil Survey 8/23/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3
Page 11
8/23/2019 Official Series Description-FREEO�Se�es[A C H M E N T 3
LOCATION FREEON WI+MN /--�� I I
Established Series
Rev. DJH-DEJ-HFG
04/2006
FREEON SERIES
The Freeon series consists of very deep, moderately well drained soils which are deep to a densic contact.They
formed in loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines, end
moraines, disintegration moraines, drumlins, and ice-walled glacial lake plains. Permeability is moderate in the
silty mantle, slow or moderately slow in the till subsoil, and very slow in the substratum. Slopes range from 0 to
20 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees F.
TAXONOMIC CLASS: Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs
TYPICAL PEDON: Freeon silt loam -on a convex 2 percent slope in a cultivated field at an elevation of about
1,200 feet. (Colors are for moist soil unless otherwise stated.)
Ap--0 to 7 inches;very dark grayish brown (10YR 3/2)silt loam, light brownish gray (IOYR 6/2)dry; moderate
fine subangular blocky structure; friable; common fine roots; about 2 percent gravel; moderately acid;abrupt
smooth boundary. (6 to 9 inches thick)
EB--7 to 19 inches; about 60 percent brown (I OYR 5/3) silt loam (E), very pale brown (10YR 7/3)dry;weak
medium platy structure; friable;extends as tongues into or surrounds remnants of dark yellowish brown (10YR
4/4)silt loam (Bt); moderate fine subangular blocky structure; friable; few distinct dark brown(7.5YR 3/4)clay
films on faces of peds; common fine and very fine roots; many very fine and few medium tubular pores;
common coarse prominent strong brown (7.5YR 4/6) masses of iron accumulation; about 5 percent gravel and 1
percent cobbles; slightly acid; clear smooth boundary. (0 to 15 inches thick)
2B/E-19 to 39 inches; about 70 percent dark brown (7.5YR 3/4)sandy loam (Bt); moderate medium subangular
blocky structure; friable; common faint dark brown (7.5YR 3/4)clay films on faces of peds; penetrated by
tongues of brown (IOYR 5/3)sandy loam (E), very pale brown (IOYR 7/3) dry;weak thick platy structure;
friable; few fine roots; many fine tubular pores; common coarse prominent strong brown (7.5YR 5/8) masses of
iron accumulation; about 12 percent gravel and 1 percent cobbles; strongly acid; clear smooth boundary. (The
glossic horizon ranges from 5 to 40 inches thick.)
2Bt-39 to 53 inches; dark reddish brown (5YR 3/4) sandy loam; moderate fine and medium prismatic structure
tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm; few
fine roots; common fine tubular pores; common fine and medium vesicular pores;common faint dark reddish
brown (5YR 3/4)clay films on all faces of peds;very few prominent brown (10YR 5/3)silt coats on vertical
faces of peds; few coarse prominent strong brown(7.5YR 5/8)masses of iron accumulation; about 5 percent
gravel and 1 percent cobbles; strongly acid; clear smooth boundary. (5 to 30 inches thick)
2BCd1-53 to 69 inches;dark reddish brown (5YR 3/4) sandy loam; weak very coarse prismatic structure
tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm;
many fine tubular pores: few medium vesicular pores;common faint dark reddish brown (5YR 3/4)clay films
on top faces of peds; few medium prominent strong brown (7.5YR 5/8)masses of iron accumulation on vertical
ped faces; about 5 percent gravel and 1 percent cobbles; moderately acid; clear wavy boundary.
2BCd2-69 to 85 inches; dark reddish brown (5YR 3/4)sandy loam; weak extremely coarse prismatic structure
tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; many fine
tubular pores; few medium vesicular pores; common faint dark reddish brown (5YR 3/4)clay films on top faces
Page 12
Itttps://casoilresource.lawn.ucdavis.edu/ade/9senes-freeon 1/4
823/2019 Official Series Description-FREE PC M'N T 3
of peds; about 5 percent gravel and I percent cobbles; moderately acid;cIeaarlwav/y'boun ary. ombined
thickness of the 2BCd horizons ranges from 0 to 70 inches.)
2Cd--85 to 100 inches; reddish brown (5YR 4/4) sandy loam; massive tending to part along horizontal cleavage
planes to weak thin plates; firm; dense and compact; about 5 percent gravel and I percent cobbles; moderately
acid.
TYPE LOCATION: Barron County, Wisconsin; about 3 1/2 miles south of Barron; 1100 feet north and 200 feet
west of the southeast corner,sec. 16, T. 33 N., R. 12 W. Dallas USGS quadrangle; lat.45 degrees 20 minutes 30
seconds N. and long. 91 degrees 51 minutes 35 seconds W.;NAD27.
RANGE IN CHARACTERISTICS: Thickness of silty mantle ranges from 12 to 36 inches. Depth to the base
of the argillic horizon and to densic contact ranges from 40 to 60 inches. Content of clay averages from 7 to 17
percent in the particle-size control section and content of fine sand or coarser averages 15 to 70 percent. The
base saturation (by sum of cations) is less than 60 percent in some part of the argillic horizon. Volume of gravel
ranges from 0 to 10 percent in the silty mantle and from 5 to 35 percent in the till. Volume of cobbles ranges
from 0 to 3 percent in the silty mantle and from 0 to 5 percent in the till. Volume of stones ranges from 0 to 1
percent in the silty mantle and from 0 to 3 percent in the till. Surface stones have coverage ranging from 0 to 3
percent. Reaction ranges from extremely acid to slightly acid in the solum,except that it ranges to neutral in the
Ap horizon where the soil is limed. Reaction ranges from strongly acid to neutral in the substratum. Redox
concentrations are within 40 inches and occur as high in the profile as the E horizon in some pedons. Redox
depletions are below the upper 10 inches of the argillic in some pedons. Saturation occurs below the upper 10
inches of the argillic, but within a depth of40 inches at some time in most years.
The Ap horizon has value of 3 or 4 and chroma of 2 or 3. Uncultivated areas have A horizons,I to 4 inches thick,
with hue of 10YR. value of 2 or 3, and chroma of I to 3.
Some pedons have an E horizon with hue of 7.5YR or I0YR,value of 4 or 5, and a chroma of 2 or 3. Colors of
4/3 and 5/3 have value dry of 7 or more. The E horizon is silt loam or silt.
Some pedons have a Bw horizon with hue of 7.5YR or I OYR, value of 3 to 5,and chroma of 4. It is silt loam.
Bw horizons with spodic color have less than 0.6 percent organic carbon.
Freeon soils have a glossic horizon. Horizonation has a wide range depending on the thickness of the silty
mantle and the degree to which eluviation has occurred. Therefore, there can be E/B, B/E, 2E/B,or 2B/E
horizons singly or in combination.
The E part of the E/B or B/E horizon has color and texture like the E horizon described above. The Bt part has
hue of 7.5YR or I OYR, value of 3 to 5, and chroma of 4 to 6.
Some pedons have a Bt horizon with color and texture like the Bt part described above.
The 2E part of the 2E/B or 2B/E horizons has hue of 5YR, 7.5YR, or I OYR; value of 4 to 6,and chroma of 2 or
3. Colors of 4/3 or 5/3 have value dry of 7 or more. The 2E part is typically sandy loam, fine sandy loam, loam,
or their gravelly analogs, but in some pedons it is loamy sand or gravelly loamy sand. The 2Bt part has color and
texture like the 2Bt horizon described below.
The 2Bt horizon has hue of 2.5YR, 5YR, or 7.5YR; value of 3 to 5; and chroma of 4 to 6. It is typically sandy
loam, fine sandy loam, loam, or their gravelly analogs. Bulk density ranges from 1.65 to 1.90. Some pedons
have pockets or strata of loamy sand or gravelly loamy sand.
The 2BCd horizon has hue of 2.5YR, 5YR,or 7.5YR; value of 3 to 5; and chroma of 4 to 6. It is typically sandy
loam, fine sandy loam,or their gravelly analogs. Clay content averages more than 7 percent. Bulk density ranges
from 1.8 to 2.0 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand.
Page 13
https If casoilresource.lawr.ucdavis.edu/sde/7senes=freeon 2/4
• -- ATTACHMENT 4
Jul 19 05 09:33a owner 7154264827 \ ' P.2
Almoner DtprsnrtalCaanrw SOIL EVALUATION REPORT Pao. 1 d 3
Milan away ant 6u d s
n a000ndktoa we,Comm 85.Wb.Adm. Cob
County ST.CROIX
Amen complain ato plan on papaw not Wm tan 81/2 x 11 inches n aka-Plum moat
include,Naput a
scale
i e> .d t reference Paint(Bt 1 dndm anduS o y - 14 i-�/
wort atepe,seela ordnrrriom,north a,aww,and location and dlslrneb mewed ros0. ]
Pl..ee eo print all r t,brttp art. CO P yovirand - Nor oIe�riA i4(,
Data
►ernel.a m« Yan aa,r mainmainY w aa ,anaae r« ar,oe eerr,waee
9aa(A q iva La=,a,s.M(11(ma.
PmpanyOmer Property Location e.]
ROBERT LEAF alum: Calvary Assembly of God) t t Lot —SE ue SE IM S 33 T 29 N R 15 E(tA 1N
Pmpery 0ansfaYdYp Address lot• 8bdc♦ Si d.Nan-r Cam
2928 C.T.H.DD A S-j//J[T 1 - dim) '7"°/57)yY
City Sala 21p Cob Phase Number Qqy Qt11 ' Drum Neanlr Road
Glemvood City, 1 WI 1 54013 1( 715) 265-4964 C�r:n � 1 60th Aveaee
i D Now Cannuclion lame Raaidr61/Number 0/bedroom Coal dsrNsd design slow rasa GPO
0 Raphattwt O Pubic or mrnrdar-tM.aee chvch
Port n-arkr timed till Flood Plan slovstion Ifappfrab4 Y♦ It
�°nw'l aar"'arb Mound System-0.2 loading rate- 2.50 R land fill
and SEE INTERPRETIVE DETERMINATION REPORT-co-site w/Leroy hanky,State of Wisconsin Wastewater
Specialist
To be designed by designer or installer
J soma
0 ❑ mow
0 Pa Ground sulfaoe deer. 100.14 t Dept,to ant factor 10 k Bol APPttnfon Ralf
Harker, Depth Dominant Color Radom Damnpion Tsang Scubas Cat Boudry Roots GMAT
_ to Waved Qt Sz. Cat Color Or.Sz.Sit 'set 19112
1 114 IOYR3/3 - sil ar mvfr cs 3vf-co 0.6 0.8
2 4-10 10YR3/3 - sil 2fitbk ds a 2vf-m 0.6 0.6
3 10-13 I0YR4'3 re2d IPYA4k)WYINt sil 2fabk ds - 2vf-m L. 0.6 02
Some gr, oowes.
2 ®Boling_ Bohq e 0 Pit Ground swims elev. !00.14It 10Depth to Imam lector In Sat AyPtrallon Ihla
Nwtaon Dept, Dominant Color Radar Dewytan Timms Situates Cccalalancla Boudery Roots GPDIR
St Mutual Ou.Sr_ Cont.Color Gr.Sr.St,. _ 181Si1 18182
I
I 00-4m a 10YR3/3 - WI 3fgr vfr 3vf-co 0.6 0.8
2 4-10 10YR3/3 - ail 2fgr&abk di it 2vf-m 0.6 QA
3 10-14 10YR4/3 m2410YS4,6 I0Yp6/1 sil 2mshk ds - 2vf-m 0.6 03
Some y;few oolaise
'Moat M=SOD,<3131220 mot and TSS 2.301150 mpt 'Bluest$2=BOO•=30 mg&Ind TSE<30 mill
CST Nan-p'tamile PrtQ CST Number
May Jo Hollister y PCA6 �Er 224 832 •
MMus
Tskpna-Nntr
W9875 690th Avenue.River Falls,WI 54022 07-18-05 (715)426-1775
Page 14
Jul 19 05 09:33e owner 78 64/8/ P H M E NT 43
Property Darer LEAF.Robert(Let]) Pereal IDS (Pending) 3
PPP* d
3 I p Baling CI�• 0 pit damnBedewelay. 10074. ft. Depth to liana lame 9 in. Sol ACelreean RIM
Mouton Depth Dormant Color Rides Drtrtplion Teabn Structure Cereeo bounden Roots GPO"
h faunal au.St. Curt Color Gr.Sr-Sit 'Fist
_ 1 0-3 10YR3/3 — mil i 3fgr of ca 3vf-oo 0.6 0.8 2 3-9 10YR3a — 10 2f3&sbk ds as 2v6m 0.6 0.8
3 9-13 10Y12.i3 m2d essittliii
vat�f al 2reabk ds — 2vf-m 0.6 0.8
p r
Some fi cobbles.
❑pm Ground swim elev. R Depth b*Sting factor it Sal Awn Ras
Mock n Dope Gvninem Cabe Radars Descriplon Tense Structure Consistence Bartley Foots O1PDef
h Sunni au.8. Cow Color Or.Sz Sh. •F311,1 •E111+2
a,
Boring gB°m°
Quna surface am R Depth to seeing factor h
Bal Aapfirepn Rah
Hodtan Depth Domment Color RadorOaedpean Texture Sbucaae CareMercS Bourdry Raab GPM!
in Rawl Ou.St. Cow Color _ Gr.Sr_Sh. _ •Efi1 •E/1Rt
•Mart et•SOD,>30<220 nglL and TSS>30<150 nut •Meant ia•BOG,<30 mp7_and TSS<30 nit
The Department of Commerce is en equal opportwkf service provider and employer. If you need assistance to soars terriers or
oeed material inn alternate fbrost,please comma the department at 608-266-3151 or TTY 6011-2648777.
mlewmastamo
Page 15
ATTACHMENT 4
IJul 18 05 08:42• 7154264827 p. 1 4
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Page 16
. ATTACHMENT 4
cola NO NSA
•
RECEIVED No.Stock 26273 VOL 20 PAGE S KA ONF YALS —
R _
CELV ra
AI S -o e-�ERTIFIED SURVEY MAP NO. e .
VOLUME 20 PAGE 5044 ITefSPPIIED �« NAP
irrQ10Bl'OOt7NnT- THE SOUTH HALF OF THE SOUTHEAST QUART 2 �'°�
IIAE NFSREC01p' OF THE SOUTHEAST QUARTER.
SECTION 33. TOWNSHIP 29 NORTH. RANGE 15 WEST. East 1/4
TOWN OF SPRINGFIELD. ST.CROIX COUNTY.WISCONSIN Id`SSwvey�j�k Nt
PREPARED BY:
Joel A.Brandt
/B SURVEYING LLC
966 Rustic Road 3
Glenwood City. WI ut1P4 UUCP!UCDs I�
1
Sw/SE SE/SE N1319'34'45-E 1323.12'
661.e0'
220.114" 220.33' 220.33' v 025.02' trt
36.7e'1 1 I 04
LOT 2 LOT 1 .—mr—, 1 ,� 71 1
t I LOT S LOT 3 435.020 sq.ff fffDDe ig 61 1
1 lar� 1A v $ 9.99 acres .`of r I
`` ! ei Y 01li
q hq� a 01� - re 3e9,7ee sq. f t I S r 1
0 '4 Er0.95 acres #�
1 -4 aE g- I. ;,, not incl r-e-w I�I I
1. �4
'4 VS R
bail inq setback line I
3100' 33.00' 33.00 3100' ' 62a,e2' centerl7ne��
- of - RR:�- -a — —
�Yses'arso-w_ScgReif_ — _ — ch.— �42s— — -�!s P.0.8.
SEASE new , I
3a9'2a'S0'W 1324.47' I I l
•
South 1/e corner
SKtlan 33-29-15 569'28'50'W . ... .. .. 2648.94' Southwest
Found Aluminum Mon. Sec Non 33-29-13
UNP1a'TID !A °S Fd Survey Nark Mal
PREPARED FOR:
(Buyer of Lot 11
LOT 4
LOT .5 LOT 2 Calvary Assembly of God
310 LaPointe Rd S
145.230 sq.ft 144,933 sq ft 144,850 sq.fl. Wilson. WI 54027
3.33 acres 3 33 acres 3.32 acres PREPARED FOR:
incl. r-o-r incl. r-o-w mcl.r-o-w OWNER.
137.949 sq. ft 137.662 sq. ft. 137.579 sq. ft 6 Robert Leaf (Buyer RR1 Glenwood Cif 2 o Lots 2-41
Frenchq
3.17 acres 3.16 acres 3.16 acres Y.WI 3026 60th Ave
not incl.r-o-w not incl r-o-w not incl. r-o-w 54013 Wilson, WI 54021
Note: There will be no access to State Highway "128-
Note: Each parcel on this map is subject to State and County laws, rules and regulations
(i e wetlands. minimum lot sae, access to parcel, etc.). Before purchasing or developing
t• any parcel, contact the St. Croix County Zoning Office for advice.
1111011
LEGENDVI
-' 0.. __Government Corner las notedl
•t�•
w • s•• 6 0._...... 3/4" a 18'Iron rebar weighing • M9rr• ,
1• 1.502lbs./lineal ft. __wesaa� •
wap
... soil tests •
Y e�/p r •
'
North is referenced to the SCALE: 1" = 250' MD
Quart lino of the Southeast �w�_� ( G .
�(Qr
ouarfer of Section 33-29-15. 1 ,
which is bears 589'28'50-W 0' 250' 500'
(St Croix County Grid Sys teml Page 1 of 2
Vol 20 Page 5044 SO
Page 17 U)
ATTACHMENT 4
Safety and Buildings
• rFrFIVED 10 SUNSHINE CIRCLE
COnlrerce.w(.gOV •
CHIPPEWA FALLS WI 54729
TOD R.(806)2844777
iscons i n vavrrr.ton„nere..wAgev,ad
www.wnacanin.gov
Department of Commerce ..rule ux c:W N f Y
Jen Governor
ZONING OFFICE Mary P.Burke,Secretary
August 03,2005
CUST ID No. 224832 ATTN. POR7SInspector
MARY JO HOLLISTER ZONING OFFICE
HOLLISTERS SOIL TESTING ST CROIX COUNTY SPLA
W9875 690TH AVE 1101 CARMICHAEL RD
RIVER FALLS WI 54022-4011 HUDSON WI 54016
CONDITIONAL APPROVAL 1daatioaNumbera
PLAN APPROVAL EXPIRES: 08/03/2007
Transaction ID No.1154255
SITE: / 6.eAi Lo►� t, Site ID No.701810
Assembly of God Church 3 -t Please refer to both identification numbers,
Town of Springfield,St Croix County above,in all correspondence with the agency.
SEI/4,SE1;4,S33,T29N,RISW LOs /_ �/ p3q -/1 76.- 30 -02g"
!! 7 - O
FOR: — p-7
Object Type: Soil Saturation Determination Regulated Object ID No.: 1029637 — /
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 8530(2Xb),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 5 0.20 gpd/sf,and the linear loading rate 5 4.5 gpd/R
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.
Page 18
ATTACHMENT 4
MARY JO HO[LISTER Page 2 1/3/2003 j •
This approval applies only to those specific areas as referenced and recorded by the CST. Reports dated 7/I8/05 for
Lot I,and 625/05 for Lots 2-4 show the locations of suitable areas for mound installation. In addition,the
enumerated conditions apply to all four proposed lots(1-4).
lithe Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter,
the expiration date only applies to the plans for the design,not to the decision on the Interpretive Determination
Report
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 planets,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 state 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.
Sin ly, Fee Required S 100.00
Fee Received S 100.00
Balance Due S 0.00
Leroy G.I sky, PS . Wastew r Specialist
Integrated Services Bureau WiSMART code:7633
(715)726-2544 Voice
Ijansky(Ocommerce.state.wi.trs
Page 19
ATTACHMENT 4
Jul 26 05 10:52a owner 7154264827 p.3
Mars Jo Hollister
W9a73 690'r'Avenue
(elver rail.,WI 140z z
(713)426 177316x.426- 4827
Interpretative Determination Report P.O.W.T.S.
6 July Zoos Conditionally
APPROVED
DEPARTMENT OF COMMERCE
Property Owner: Robert Leaf DIMS ON OF SAFETY AND BUILDINGS
Buyers: Calvary Assembly of God and xuce rrench 4-PC1gD
Location: 5e,wofthe5Ev4, 5cction)5,Tz9N,R15W. CEE C ESEN
Town of Springfield,5t Croix County,Wisconsin
•
INTRODUCTION:
On 25 June 2001 a site and soil evaluation was completed for four new private onsite
wastewater treatment system (rOWTS)by this soil tester on a twenty acre parcel that is
for sale. During this evaluation it was determined that there is not a clearfour inch horizon
below the A horizon without redoximorphic features. In fact,it appears that the
redoximorphic features are in the A horizon in most soil pits that were observed. The buyers
were informed at this time that the State of Wisconsin,Dept.of Commerce will have to
approve the site for depth to seasonal saturation.
GEOLOGICAL I115TORY:
This area in Wisconsin is an area of the Glaciated Region,which occurred 1 2.,000 to
1 5,000 years ago. This caused erosion,deposition,stream erosion and other processes.
Wisconsin is divided into five natural regions,which arc related to land 69 the use of plants,
animals and by man. Also the boundaries arc determined by soil texture and
structure in the underlying rocks. 5t Croix County is located in the Western Upland,
which is underlain by Ordovician dolomites. (Martin,L.(1965) The Physical Geology of
Wisconsin. University of Wisconsin Press,Madison,Wisconsin.) This part of 5t Croix
Page 20
ATTACHMENT 1
Jul 26 05 10:52a owner 7154264827 P,4
Page 2-LrAf ,Robert
County was formed by ground moraine deposits from the Wisconsin stage of glaciation.
The parent material at this site is loess over glacial till and the topography is gently nelkng.
LOCAL AND SITE I1YDROLOGY=
This land area is located within the Lower Chippewa River Basin which includes nau Gable
River,Wilson Creek,Cady Creek and several small creeks. (St.Croix County
Development Management Plan;Physical Features Analysis pg.2-1 1.) This site is near
the headwaters of the Wilson Creek that flows northwesterly and near the headwaters of
the Cady Creek that flows southerly. (See attached copy of St Croix County Sal
Survey,page 72.)
•
The attached topographic map from the State of Wisconsin Geological and Natural
history Survey shows the site to he two feet higher than the surrounding land area.The
slope drainage at aN the sites are linear and convex which isgood for moving water away from
the site. An surface waters drain from these sites and there are no wetland areas nearby or
areas Of ponding water.
SOIL MAPPING-
This area is indicated on the copy of the Soil Survey map as a Santiago series which are on
ridges of ground moraines or on pitted glacial drift that are gently sloping to steep and well
drained with moderate permeability and as a rreeon Series which are of gently sloping and
sloping,moderately well drained soils formed from sandy loam till. Well drained soils removes
the water and does not have redoximorphic features and moderately well drained soils remove
the water somewhat slower and are wet for only a short period of time. This would imply that
the site appears not to stay saturated for a long period of time.
As indicated in the Sol Survey of St Croix County,Wisconsin published by the
National Cooperative Soil Survey the area tested is mapped as Santiago silt loam with 2
to 6 percent slopes and Freeon silt loam. ]Soth of these soil series belong to the soil order
Page 21
ALUACHMFNT 4
Jul 26 05 10:53a owner 7154264827 p.5
•
Page 3-LEAF,Robert
Alfisols and are further classified as Typic Glossoboralfs that have properties of tongued
and cool. These soils arc formed mostly under broadleaf deciduous forest and where
drainage is not restricted from the water table with an udic,ustic,or xeric mositurc regime.
(Keys to Soil Taxonomy(5o41 Survey Staff}USDA NR( -5.)
SOIL COND(TION5 AND al WATER FLOW:
The soil evaluations completed by this certified soil tester encountered an A horizon of 9 to
12 inches of silt loam with redoximorphic features starting at 7 inches in a few pits to 9 inches
in most of the pits. Root and worm action was present in all pits to depths of 56 inches. This
indicates that there would be greater than 6 inches of in-situ soil to accommodate a p.orerly
designed FOWTS. The subsoil colors arc more of a grayish brown than a gle.ycd color
that is associated with wet conditions. In the lower part of the A horizon and into the glacial
till redoximorphic features arc observed. The 5 horizon consists of a sandy loam with
gradual heavier conditions and had some sand and loamy sand pockets with many sand coats
present
Many other pits were observed that were similar as far as redoxiphoric features, texture,
structure and consistency. A few pits had few,fine, faint rcdoximorphic features in the A
horizon at.*to 6 inches_ These areas were not considered for that reason.
Surface water does move into the A horizon which may be perched in the b horizon as
indicated by the redoximorphic features and some water having to be absorbed into theA
horizon due to tension saturation. The redoxioorphic features in all the pits were few,fine,
faint then becoming common,medium,distinctive or many,medium,prominent This indicates
that perching does take place, but not for a long period of time. It also indicates that it is
wetter longer atg-eater depths and probably not so wet and for shorter durations near the
surface.
The surface and subsurface drainage from the site appears to flow away from the site in
three directions as indicated on the topography map as this area is the highest elevation.
Page 22
ATTAGFIMENT 4
Jul 26 05 10:53a owner 7154264827 p.6
rage 4-Lr_AR,Robert
A^edsting dwelling,approximately 400 feet on the west side of the 20 acres has a
replacement mound system. According to the soil surrey map,similar soils exist at this site.
CON CW51ON/RECOMMENDAT1ON5
The landscape at this site,gently roLog, shows the water movement away from the tested
areas with drainage to the south and southwesterly. Where there are slight depressions in
the topography where surface water can colect,there will be redoxiphoric features forming at
shallow depths which were observed at four inches in some of the pits that are not being used
for a POWTS.
Redox 4,0.-c Features in the lower part of the A horizon are probably due to the tension
saturation above the saturated subsoil. used on the lack of the redoxiphoric Features in
the upper 7 inches of the topsoil,these soils will properly accept and treat the wastewater
with a long and narrow mound system as per Comm 85.44()Xb)I, and 2.,Wis.Adm.Code.
used on all this evidence the recommendations shall be:
1)The depth of the approved sand he at least 2.50 feet for adequate treatment.
2.) The mound system 6e designed long and narrow with a maximum linear loading rate 4.5
gpd/ft and the basal soil application rate shall be 0.2 gpcl/ft.2 for adequate dispersal into
the natural soil.
5.) Increase the downslope area around the mound system to increase the basal absorption
arcs.
4.)Surface water is to 6c diverted from the mound system with either a grass diversion or
upslope area of mound system designed with a greater side slope.
cR7nectfully submitted, ,r`
Mare o olister.CST 22+852
Dated, 6 July 2005(Revised 26,Jul 2005)
Page 23
ATTACHMENT 4
JU1 eti Uo lU: ,de owner rlp'rcb'racr p. r
RETERENCES
-) Martin,L.(i 965). The Physical Geolacy of Wisconsin. (,university of Wisconsin
Pam,Madison,Wisconsin.
2.) Sods. (university of Wisconsin nclucation Courses.5.)St Croix County Dc.elopment Flan. Volume Two;Background,Stud p
ies. � hysicaI
rcaturea Analysis.
+.) Soil Survey of St Croix County(i 978). (United States Department of Apiculture
Sod Conservation 5ervicc and Research Division of the College of Agriculture and
Ll#c Sciences,University of Wisconsin.
Page 24
ATTACI- LENT A
JUL co UP ti:cba owner 7154264827 1e. 1
f
•
- 2ELa MI Net.< y
.t .
•
CERTIFIED`. SURVEY MAP NO.
VOLUME • , PAGE .
THE SOUTH HALF OF THE FAST QUARTER
OF THE SO6THEA QUARTER.
SECTION 33. 13WNSHIP29 NORTH. RANGE 15 WEST, East 1/4
SeCtiOn TOWN OF SPRINGFIELD, 3T.CROIX COUNTY,WISCONSIN S a nun iNM
PREPARED BY t e
Joel A Brandt ..
18 SURVEYING LLC j t�
966 Rustic Road 3 ! . OWPLATTtD, utl,os hGlenwood City. WI e..
2IpS-y.2r03 N89'04.451 132 2' 1i� e'!'c
661,00' ` I
22o.ss' 9 220.3 •' ° 220.33' I.
1
Mao' A.
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�I 33 00' a
e t,s i wo ksn col t�sls Ild I A
§ LOT 1 -1a.J I .I8
'�_T a LOT 4 LOT 2 ,4 435.020 s ft I I~ I to
IC IN.11� -ai'.. . J LDT-. M ?.79-ic,r4 -- 5--�—s-
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Ifll Il e O N i N u w * Incl.r-o-w illirliN
a . g V U. tr 2.57i SQ If a',+ w .tat ncl. r-o-w `e., .
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4 CSN ./.i33.00' 33.00• 33.00' 33.00 $ Ce�tlnrle
132e.a> ,` o.ee' 12aZ3itl 1eso.oe' SON A.s. -
0rsev�e•sa-W_ _ 2 O K' _320.33' S30 S3 ae115 .0.6.
/SEIN ne, 589'28.50-8 t324.47• I 1- -
South 1/4 Cenic.i.ne
Section 33-29-15 ►-28.50-11t -. 2615.91. Southeast earner
found aurirsl Mon Sec Non 33-29-I3
UNPLATTBD W+Ds Fond NUR11 l Moe
PREPARED FOR:
LOT 4 !Buyer of Lot 41
LOT .3 LOT 2 Calvary Assembly of God
R + 310 LaPmnte Rd S
105,230 s
q 1.4•933 sq It 144,850 sq ft. Wison. WI 54027
3 33 acres 3 33 acres 3.32 acres
Incl. r-o-w Intl r.o-w incl.r-a-w PREPARED FOR:
OWNER: IBu-er or lots t-31
137.949 sq ft 137.662 sq. f t 137.579 sq ft Robert Leaf Bruce French
317 acres 316 acres 316 acres 3026 60th Ave
not Mci r-e-w not MCI r-o-w nOt sort r-o-w Wilton, WI 51.027
Note Each parcel on this maps subject to State and County laws. rules and regulations
I Page 25
ATTACHMENT 4
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