HomeMy WebLinkAbout020-1395-27-000 (4)Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (txm)]
TIMOTHY J SCHUETT
CST BM Elev: Insp. BM Elev.
11) 10 8. q1 f
TANKINFORMATION
TYPE
M UFACTUR R A
W/ 1
CAPACITY
Septic
Do
Ae
H g
TANK SETBACK INFORMATION
M�Mm®
e e
M
�
141_siai,1
�
-
MM1_1M-=
14
PUMPISIPHON INFORMATION
SYSTEM
TOWN OF HUDSON
h'tT c>r S. —I.
ELEVATION DATA
County: St. Croix
Sanitary Permit No:
644772
State Plan ID No:
Parcel Tax No:
020-1395-27-000
Section/Town/Range/Map No:
25.29.19.2421
STATION
BS
HI
FS
ELEV.
Benchmark
O•
Alt. BM
Bldg. Sewer
SIMI: Inlet
SVHt Outlet
Dt Inlet
Dt Bottom
Header/Man.
,1
►02.3r'
Dist. Pipe
Bot. System
Final Grade
3•
ver
-- ff
\%RAty br+*
4.fo
(02.S1r
ENCH
DIM
Width
3
Length
D
No. O Trenches
)
PR DIMENSIONS
No. Of Pits
Inside Dia. Liquid Depth
SETBACK
SYSTEM TO
P/L
BLDG
WELL
LAKE/STREAM
LEACHING
Manuf
INFORMATION
CHAMBER OR
UNIT
Type Of System,
l tam.. ^
315
l q /
, I O I
ktodg �+/ctf
e1 F.9I:7I:111 1101: E.Y&I I =1 7,
HeaderfManHpld �
Distribution
x Hde Size
x Hde S cing
Vent to Air Intake
1
P4e(s)
�.
Length Dia
Length Dia ,n9
SOIL COVER Aril., vv U^iind nr err_r.d. Sw}... rini.
Depth Over
Depth Over
x Depth of
m Seeded/Sodded
xx Mulched
Bed/Trench Center
Bed/Trench Edges
Topsoil
--
I±. Yes �' No
1 Yes FJ No
COMMENTS: (Include code discrepancies, persons present, etc.)
Location. 850 HIGHLANDER TRL
Inspection #1: K/Z-/z02 7-- Inspection #2:
1.) Alt BM Description =
2.) Bldg sewer length
- amount of cover = 3) obo;- ,, f vQr'kiplacs 4e, e r+QS
f �;c
Plan revision Required? Es Yes X No Z,L
Use other side for additional information.
SBD-6710 (R.3197) Date Insepdors Signature
(*�44)
nn,11,nP. '�Ad-�d �;I,;) - a35
D
County
EC � O l/ E D
Industry Services Division
St. Croix
0
1400 E Washington Ave
P.O. Box 7
Sanitary Permit Number Ito he filled in by Co.)
.-AUG �D1 2022
Madison, WI `53707-7162
6� �Z
roix oun
Community DtMVAW ermit Applicat•
State TrmumuunNumbcl
In acoo withI(2). Wis. Adm. Code, submission of *is form c ltppropnete govern lal unit
is required prior to obtaining a sanitary permit Nose Application forms for stated wbmittcd to
the Department of Safety and Professional Seances. Personal informinion you provlde may be used o dary
Project Address (if different than mailing address)
purposes n accordance with the Privacy Law, s. 15.04 I m Suits.
I. Application Information - Paaae Print All Information
Q,
Property Owner's New
Parcel a
Timothy Schoen
020-1395.27-000
Property Owner's Mailing Address
Properly Incation
850 Highlander Trill
Govi. Lot
City. State
Zip Code Phone
Number
NE y., NW Section 25
Hudson, WI
54016
(circle one)
T31N R19Eocln
11. Type of Building (cheek all that apply) Lot
g
Subdivision Name
® 1 or 2 Family Dwelling - Number of Bedrooms 27
Scenic Hills
M
❑ Public/Commercial -Describe Use Block
❑ City 01'
❑ State Owned - Describe Use
�_
❑ Village of
CSM
Number
Town of Hudson
ill.
TVDt of Permit: Ch 4 only one bos on line A. Complete line B if applicable)
A.
El New System
®Replacement System
❑ Treabnent/Holding Tank Replacement Onh
❑ other Modification it, Existing System (explain)
B.
❑ Permit Renewal
❑ Permit Revision
❑ Change of
❑ Permit Transfer w New
List Previous Permit Number and Date Issued
Before Expiration
Plumper
Owner
408263t 12N4l2002
IV. Type of POWTS S stem/Com envDevice: Check all that apply)
Non -Pre In-G [__1Pressurized In -Ground ❑ Al -Grade ❑ Wood > 24 in. of suitable soil ❑ Mound < 24 in. of surtsble soil
Holding Tank Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis ersaliFfrestment
Area Information: 1
Design Flow (gpd)
Design Soil Application
Dispersal Area Required Of)
Dispersal Area Propmed On
System Elevation
0.7
Rmd pdsn
858
900
101.5% 101.1'
600
VI. Took Info
Capacity in
Uslhms
Total
Gallons
a of
Units
Manufacturer
s
New Tank&
Existing Tanks
v
n v.
do
i+. V
it.
Septic or Holding Tank
1250
1250
1
Wieser Concrete
Dosin CTtamber
Vll. Responsibility Statement- 1, the undersigned, assume mpoesibIlIty fur iestalation of the POWTS shown on the artaebed plans,
Plumber's Name (Print)
Plu s
[MPfMPRS Number
Business Phone Number
John Schmitt
71
223760
715.760-0496
Plumber's Address (Street. City. State, Zip Code)
586 Valley View Trail. Somerset. WI 54025
Vlll. Court /Department Use Only
D4Approved ❑ Dis rov
Pcrmit Fee
le Issu I sw Agent'S re
'
S S—
en n for Denial
i
��������q;�� a4or�isa�r�aw
IXSI'STM APPrnv 13) Olt {�}c
1.
OWNER.
Septic tank, effluent filter and •{7RW41126 q eA - 4.0
V
dispersal cell must be serviced f malntalned V /
s per management plan provided by plumb K
f�i ,-�AF'nrevt s
as per applicable codetominanVn: V'---`"- ..... ... , ..-- ___ __......- •-_ ... .. --- - - ._ -- - _
1 �" P-
SIID-6399 (R03/14) PJCIIAh�Q� � "l��—
�o) S r`A {—�*
4
SYSTEN PLOT PLAN
Schuett 4 droom Septic System
:BM
Address: 50 Highlander Trail
ymbot BM Elevation: 108,4�1''
Descrip' T of Manhole cover
BM2 Symbol. Q Elevation: 111.38'
BM Description: Wa ut door sill
Slope Gradient o1 Test Area: (e%)
Well Symbol (If applicab )
Notes: See CSM for a co plete lot ylew.
Soil Boring by David Steel 11/29/2002
■ Soil Boring by Tom Schmitt 711912022
Design Flow. 600 GPD
Attach design flow calculations for
commercial plans:
Pipe Materials / ASTM Standard
Tables 384.30.3 8 384.30-5
4" SCH 40 PVC pipe ASTM- D2665
4- 3034 PVC pipe ASTWD3034
N
Scale: 1"= 50'
0 50 75 100
KIA
12.5'
T1- Existing 3'x87' Biodiffuser [ranch EI.=100.28'
T2- Existing 3'x87' Biodiffuser trench EI.=100.31'
T3 - Proposed 3'x90' EZ Flow trench EI.=101.10'
T4 - Proposed 3'x90' EZ Flow trench EI.=101.50'
104'
i + 6% 104,
sTdpe— ,
i
10fi '►� B1
i BM
108' 106'
108'
Existing 5
Bedroom
House
Garage Existing Wieser 1250 gallo
r, septic tank w/ Zabel A-100
3 effluent filter
o Well
Driveway
is i1
y119ht�rjro
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: Schuett 4 Bedroom Replacement Drain Field
Owners Name: Timothy Schuett
Owner's Address 850 Highlander Trail
Hudson, WI 54016
Legal Description: NW1/4, NW1/4, S25, T31N, R19W
Township Hudson
County: St.Croix
Subdivision Name: Scenic Hills
Lot Number: 27 Block Number
Parcel I.D. Number 020-1395-27-000
Plan Transaction No.
Page 1
Index and title
Page 2
Plot Plan
Page 3
Septic Tank Specifications
Page 4
Existing Tank Certification
Page 5
Effluent Filter information
Page 6
System Sizing & Cross Section
Page 7
E2 Flow Information
Page 8
Management and contingency plan
Page 9
Sanitary System Ownership/Address Form
Page 10
Occupanvy Affidavit
Page 11
Warranty Deed
Page 12
CSM or Plat
Attachment 1
Soil Evaluation Report
Designer: John Schmitt
Date: 7/30/2022
Signature: 7 L
Licnese Number: MPRS 223760
Phone Number: 715-760-0486
In -Ground Soil Absorption Component Manual Version 2.1 May 2022
Page 1
SYSTEN PLOT PLAN
Schuett 4BFdroom Septic System
BM Address: 50 Highlander Trail
BMt ymbol & BM Elevation: 108.41'
Dasrnp T of Manhole mver
BM2 Symbol.. Q Elevation: 111.36'
BM Description: We out door sill
Slope Gradient of Test Area: (8%)
Well Symbol (f appiica )
Notes: See CSM fore plate lot view
* Soil Boring by David Steel 11129/2002
■ Soil Boring by Tom Schmitt 7119=22
Design Flew 600 GPD
Attach design flow calculations for
commercial plans:
Pipe Materials / ASTM Standard
Tables 384.30-3 8 384 30-5
4" SCH 40 PVC POe ASTM- D2865
4' 3034 PVC pipe ASTM-D3034
N
Scale 1" = 50'
0 50 75 100
12.5'
T1- Existing 3'x87' Biodiffuser trench EI.=100.28'
T2- Existing 3'07' Biodiffuser trench El.=100.31'
T3 - Proposed 3'x90' EZ Flow trench El.-101 10'
T4 - Proposed Tx90' EZ Flow trench EI.=101.50'
104'
T2
6%
i — 104
— sTBDa— —
1os � �
B1
BM
108' M2 \ 106
108'
Existing 5
Bedroom
House
r�
Garage
Driveway
o Well
Existing Wieser 1250 galloi
septic tank w/ Zabel A-100
effluent filter
-trai&
RNt Nri/
4'. CAST-
4" CAST -A -SEAL
INLET N
- OUTLET
n a In
co
I I
;,I PUMP PAD
LANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
W1250-MR
TANK SPECIFICATIONS
DIMENSIONS:
WALL 2 7/16-
BOTTOM: 3'
COVER: 5'
MANHOLE: 24" I.D. PRECAST CONCRETE RISER
HEIGHT: 64 1 /2'
LENGTH: 8'- 8'
WIDTH: 7'-2'
BELOW INLET: 53'
LIQUID LEVEL: 47'
WEIGHT: 7,220 LBS.
INLET AND OUTLET:
4' CAST -A -SEAL BOOT OR EQUAL CASKET
INLET AND OUTLET BAFFLE AND FILTER:
WISCONSIN. SEE DETAIL /10
(OTHER STATES SEE CHART)
LIQUID CAPACITY: 26.81 CALAN
HOLDING TANK:
OUTLET HOLE PLUGGED
ACTUAL CAPACITY: 1.340 GALLONS
LOADING DESIGN: B'-0" UNSATURATED SOIL
IANK CAN BE USED AS:
SEPTIC / HOLDING / PUMP OR SIPHON
COVER: MIX DESIGN 18 (NO FIBER)
TANK: MIX DESIGN /10 (STRUCTURAL FIBER)
CUSTOMIZED TANKS:
FOR CUSTOM TANKS CONTACT WIESER CONCRETE
(REVIEWED BY
REVIEW DATE
DRAWINGS SUBMITTED
FOR APPROVAL
APPROVED BY: _
APPROVAL DATE:
PRODUCTS NEEDED BY:
In
a
/ j
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address)&50 Highlander Trail located
at: NE '/4, NW %4, Section 25 , Town 31 N, Range 19 W,
Town of Hudson , St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of SPS. 384.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service e — a l,l - ;?
Did flow back occur from absorption system?
(if no, skip next line.)
Approximate volume or length of time:
Tank Capacity: 1250
Construction: Prefab Concrete X Steel
Manufacturer (if known): Wieser concrete
Age of Tank (if known): 1210412002
Permit number (if known) 408265
'1141—
John Schmitt
( ' used Plumber Signature) (Print Name)
MPRS
(Title)
o)-� v2�
(Date)
223760
Yes Nox
gallons
Other
minutes
(License Number) MP/MPRS
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer
(NR 113 Wisconsin Administrative Code)
Rev. 2/2012
Pap 4
PAGE 2of2
The interval for servicing septic tanks is set by state and local code. Throughout the United States, there is a wide difference of
opinion on what this interval should be, but most regulatory agencies suggest two to five years. The Zabel filter, which does not
increase the frequency of servicing for the tank, should be cleaned when the septic tank is normally inspected and pumped.
However, our filter is virtually self-cleaning. The continued action of the anaerobic organisms on the Zabel filter causes lodged
particles to disintegrate and fall to the bottom of the tank. If your filter contains a SmartFilterV alarm, you will be notified by an
alarm when the filler needs servicing.
Step 1:
Locate the outlet of the septic tank
and remove the tank cover.
Step 4:
While holding the cartridge over the
access opening, rinse off the cartridge
with fresh water, being careful to rinse
all septage material back into the tank.
Step 2:
Remove the tank cover and pump the
tank if necessary to prevent any solids
from escaping to the the drain field
when the filter is removed.
Step 5:
Insert the filter cartridge back in the
case, making sure the filter cartridge
is properly aligned and completely
inserted in the case. Replace the septic
lank cover.
Step 2:
Firmly pull the filter handle anc slide
the cartridge out of the case.
0
Residential Applications
Gertlrted toANSI/NSF
Standard 46
CopynPht 2014. Polylok. Inc. All nghh reserved
Pmducl(a) covered by one or more U. S. and/or Intemorlonel patents Other U S. ano Imamedonol polonls may be pendmp
1-877-765-9565 1 www.polylok.cottl page 5
IN -GROUND GRAVITY DISPERSAL AREA
Stepped Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
_...III
:���
.�:
�eau�f
.�a •�.1/i�4_!
�•�%i�
Highest Trench
System Elevations = 101.50 ft. 101.10 ft;
Septic Tank(s) Manufacturer
Wieser Concrete
Septic Tank(s) Volume(s):
1250 gal gal gal gal
Effluent Filter Manufacturer
Zabel
Effluent Filter Model a A-100
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
ft;
Lowest Trench (as applicable)
TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.)
PLAN VIEW 4.0 Ot> vabonpyesba• pe mired
at )untbor tyrwnen two un:6
(No Scale) Perforated Lateral Observation Pipe
(typical) (tydcsA)
— — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — -f — — — — — — — — — — — — — —
B = 90 ft
M
(typical)
on INSTALL PER TRENCH:
to
9
10-(t bundles @ 50 ft! EISAjunit = 450 12
+ 0 5-ft bundles @ 25 ff EISA/unit = 0 ft'
ft.
10 ft
Provide minimum 3 ft
separation between trenches.
OBSERVATION PIPE DETAIL
(No scale)
— ft Sr -Type w —
sip Cap (loom)
4*0 PVr: Poe --- -
lop of pgpe to ternrute
at o- aoove bmaned grade
(4)19.1a ar Slum
Q so apes
AnUwnng Dov"
A = 3.0 ft
(typical)
EZ1203H Bundle
(typical)
(mfd by Infiltrator Systems. Inc.)
Install pursuant to manufacturers Instructions.
= Proposed EISA per trench = 450 9' Required Infiltration Area = 900 R'
x 2 trenches = Proposed Total EISA = 900 ft>
Fmened Crude
(magtea a t ,en)
Tope ii Cover
(mn. 1 fool)
r;
Surface
Distribution Method:
branched manifold
Installation Instructions for
EZ/ion' Systems in Wisconsin
Wisconsin Department of Commerce, Safety and Buildings
Division, has reviewed the specifications and/or plans for this
product and determined it to be in compliance with chapters
Comm 82 through 84, Wisconsin Admin. Code, and Chapters
145 and 160, Wisconsin Statutes. All sites must meet the 5&
& Soil Conditions & Locations & Isolation distances as noted in
local regulations.
The approved products are 1203H (3-12• bundles with pipe in
center bundle in 5' or 10' lengths) and 1203HP (3-12' bundles
with pipe in each bundle in 5' or 10' lengths.
A single pipe bundle contains a four inch perforated pipe sur-
rounded by EPS aggregate and is held together with poly-
ehtylene netting. A single aggregate bundle contains aggregate
only and is held together with polyethylene netting.
Materials and Equipment Needed
• EZflow Bundles
• EZflow Geotextile Fabric
• EZflow Internal Pipe Couplers
• Pipe for Header and Inlet
• Backhoe/Excavator
Installation Instructions
The instructions for installation of EZflow products are given
below. This product must be installed in accordance with state
rules defined in chapters Comm 82 through 84, Wisconsin Ad-
ministrative Code, and Chapters 145 and 160, Wisconsin Stat-
utes, as well as the local health department's current design
manual.
After the local health department has determined sizing,
configuration, and layout for the EZflow systems, stake
or mark with paint the location of trenches and lines. Be
careful to set correct tank, invert pipe, header line or dis-
tribution box and trench bottom elevations before instal-
lation of pipe bundles.
2. Remove plastic EZflow shipping bags prior to placing
bundles in the Irench(es). Remove any plastic bags in the
trench before system is covered.
3. This product must have geotextile fabric that meets re-
quirements of s. Comm 84.30 (6) (g), Wis. Adm. Code,
installed directly on top of the product and extending
down along the sides of the product to a point at least six
inches from the bottom of product.
4. When installed in a trench, the trench should be dug to
a width of 36 inches. This not only saves labor in excava-
tion, but also provides better load -bearing capacity after
backfilling is complete.
aaEZflDwn
Lr INFILTRATOR
5. The Absorption area (SF) necessary for a given site shall
be sized based on maximum daily sewage flow (GPD) and
the Permeability for the site. If certain criteria is met, the
EISA sizing can be used in Wisconsin, resulting in a 40%
smaller drainfield.
6. Place EZflow bundle(s) in the EZflow configuration ap-
proved by system design permit specified for the particu-
lar site. The lop or center -most bundles containing pipe
are joined end to end with an internal pipe coupler. Any
additional aggregate only bundles that may be required,
should be butted against the other aggregate -only bun -
dies and do not require any type of connection.
7. The top of each GEO cylinder contains a fiber fabric pre -
manufactured in between the netting and aggregate. The
fabric is inserted to prevent soil intrusion. The installer
shall make sure the the GEO is positiioned upward and is
in contact with the fabric contained in the adjacent cylin-
der before backfilling.
8. The EZflow Drainfield Systems should be installed in a
level trench in all directions (both across and along the
trench bottom) and should follow the contour of the ground
surface elevation (uniform depth), with all continuous
adjoining 10-foet cylindrical bundles placed end to end,
with central bundle distribution pipe interconnected,
without any dams, stepdowns or other water stops.
9. The trench top shall be graded such that water will not
pond. Backfrll should be seeded or sodded immediately
after completion to reduce erosion.
10. EZflow EPS bundles are flexible and can fit in curved
trenches as may be necessary to avoid trees, boulders. or
other obstacles.
I I.EPS aggregate is lighter than water, therefore, it might
be expected that natural buoyancy forces would tend to
cause EZflow assemblies to float out of ground when
ponding occurs. Field experience has shown, however,
that this is not a problem when systems have a minimum
of 6' of soil cover as recommended by manufacturer.
1203H-GEO
Geatextile
r Material
.......................................................................Pagel .............
PAGE 4 OF 4
In -ground Gravity Management Plan
IMPORTANT:
The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to
requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall
be considered a human health hazard if not maintained in accordance with this approved management plan.
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383.52 (3), Wisc. Admin. Code.
Maximum Dispersal Area Operatina Limits:
Design Flow = 600 gpd; B0D5 5 220 mgL''; TSS 5150 mgL"; FOG 5 30 mgUl
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system
o nuisance factors (i.e. odors, user complaints, etc.)
o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
o material fatigue (Le., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (Le., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, e(c.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification)
o surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code.
3 Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit In accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: Schmitt and Sons Excavating, Inc. Phone: 715-760-0486
Local government unit:
St. Croix County Community Developement Phone:
Local government unit address:
1101 Carmichael Road, Hudson
715-386-468
ZIP: 54016
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be
abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33. Wisc. Admin. Code.
Page 3
. per^ "' �Ofuf
St. Croix County
Occupancy Affidavit
,1v Al 4 J J"x ",Lt
Name — ( er) Typed or printed
being duly swom , states, under oath, that:
1. He/she is the ownerlpart owner of the foliowin( parecl of land located in St.
Croix County, Wisconsin recorded in Volumeay4"1 Page 31l 1i Document
Numbs 22 St. Croix County Register of Deeds Office:
A Parcel of )and located in tbeS.L Y. of the l�`+f/. of Section s
T _ N — R _� W, Town of +1udko+- St. Croix
County, Vraeansin, being duly described as follows (include lot no. and
subdivision/CSM or derailed legal description):
Scan,. C. 4xv I. t ucr — a 1
11111111111111111111
995393
BETH PABST
REGISTER OF DEEDS
ST. CROIX CO.f WI
RECEIVED FOR RECORD
04/30/2014 2:08 PM
EXEMPT #:
REC FEE: 30.00
PAGES: 1
Name
anealm AaGMS
1—"W' Sz'YUAOL
R o s.l.stilw.d.e.- `Trti.l
As owner of the above described property. I acknowledge that the septic system serving this residence is sized for a
bedroom home, or a design flow of (vo0 qpd. The design flow is calculated by assuming 150 gpd for
ividtrale per bedroom. There ere axrently occupants living In this residence; co occupants
are based on the design flow. Therefore the septic system serving this residence !s code he system
compliant However, I
understand that if there Tire intentions to exceed the number 01 pennkted occupants, the system will need 10 be
modified to aocomodate any increased wastewater stows and/or contaminant bads. I also acknowledge that I will make
this information available to any future parties interosted in purchasing this propeRy.
daYd 'l-30
,
•
AIRNENTICATION
Slpnearre(s)
,uu,arrtc.tee ttra day Of
TITLE: MEMBER STATE BAR OF WISCONSIN
of rat
auatoALad by 1706.06. VYr. Sut..►
s��u /�+► WAS DRArr!o by
(Signatures rney t* mutWAICOW Or &dual lodged• Both we not
naossawy.) _
PAGE IS PART OF
ACKNOWLEDGMENT
STATE OF WISCONSIN
3L Croix Canty. 1
Personally came before me mie Z� day of
4dd2_y _the above named
to me Ivy to be fho P~49 whc a>mctned du Rxeg*V
instrument ano norowledpe dre `same.
Notary
My Co
Data:
not. "",ley( ksllon daft.
n•M t iehrm_aSkM and EW (W.MWA*4 .ahv k*wne#0" tadr AS I
Thk eraaudon mwf tw cortplNsd by auorttrosr. of dw doaertarx or arty be Pilo"On e0tlldo &Pep" d #0
pw*V osetwe, 4WW CIa.ertefiarr. are maY b+ PNad to rra stile Papa wteoafMr sign" 6P.6f 7•
doomed. &W the of U* cover ape addle am cage to 1� doameN and UAto g M22MRS �
SL Croix County 995393 Pepe 1 of 1
Page 1C
File #:
S-i'. CK�• UN"I'Y SANITARY SYSTEM office use Only
OWNERSHIP/ADDRESS FORM Creared212021
Community Development Department will utilize this information to provide the property owner with
information regarding operation and maintenance of your new or replacement sanitary system! This
information will be provided as part of our ongoing efforts to protect public health, your well, groundwater,
surface water, property values, and county resources. Once approved, this completed form and educational
information will be sent to you by email. If you would like to view your issued sanitary permit online, you can
do so by using the Property -Files Scanned weblink.
OWNER/BUYER INFORMATION
Owner/Buyer Timothy Schuett
Mailing address 850 Highlander Trail
City/State/Zip Hudson, WI 54016
Phone Number (required) 612-209-0675
Email Address (required) tschuett66@gmail.com
Parcel Identification Number 020-1395-27-000
(found on the property tax bill)
NEW SYSTEM: LEGAL DESCRIPTION
Property Location NE ,/4 , NW ,14 Sec. T 31 N R19 W, Town of Hudson
Subdivision Plat: Scenic Hills Lot # 27
Certified Survey Map #NA Volume Page 4-
Warranty Deed # 722377 (before 2006)Volume 2249 Page #341
Number of bedrooms 4 Spec house ❑ yes ■ no Lot lines identifiable ■ yes ❑ no
OFFICE USE ONLY
New Property Address A16-
(Verification of new address required from Community Development Department for new construction.)
(Staff Initials) (Date)
This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications.
New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified
survey mop if reference is made in the warranty deed.
Community Development Department — Land Use Division
715-386-4680 St. Croix County Government Center 715-245-4250 Fax
cddCa,sccw ov 1101 Carmichael Road, Hudson, WI 54016 1VA'w'
Page 9
SCENIC HILLS
LOCATED IN rHf NIII/{ OF rff N•I/1. Nrl/f Or THE NAI//, ssi/4 or rff mr,14. PART Of SURVEYOR
THY S.I/I Or TN6 mwv4. PAR! OF rff lIII/I Or Tff sIl/4 AND IN TN6 Nil/• OF rNL oouuw.r,aaw
N SO! ALL IN SECTION 25. r29N, RIlf, rOIN OF NUOSON, Sr. CROLT COUNTr. WISCONSIN. awwoawi.+o
rre.a ma•
,.,1ypx wa.er
PREPARED TOR-
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C,LE IN FJJT ,• a' W blEtitMepl![+•
—_—_—
TYPE
MANUFACTURER n
CAPACITY
Septic
y -
J
Dosing
Aeration
Holding
TANK SETBACK INFORMATION
PUMPISIPHON INFORMATION
Man ror Se
� and
Gp
Model Num r /
TDH Lilt on Loss System Head DH Ft
Forcemain Length Dia. Din. 10 Well
STATION
BS
HI
rs
tLty
Benchmark�C
Sr.
Bidg, awaS
Sly Inlet
SVHIOjdet
Cow
r t+
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06 gU
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P;
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yr
H dart
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roi• Z-fo
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eP .
�.qq/104
.1'
. 2.6
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rl
loo.
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�� ? pq
sl COVer - rn
r
/3•
j
/ 0 9. y I
�r4E-74c;
Ana�
��
r
_ — )N-_•h/1Y2t/f
BED/TRENCH
Wsdit I
L , fvNo.
01 Trenrhell r
PIT DIM S
o Of Pits
Inside Die.
urrUlo Depth
DIMENSIONS
3
�.
o,[�
UTDACK
SYSTEM TO JP/LjL,
BLDG
I Z-L
LAKEISTREAM
LEACHING
&ft`8�O A . Jw—
�A
INFORMATION
CHAMBER
Type Syslern
'.
Model Number
/
'
VrV.f\IVVIIV.-V. V.-...
Heeder"nlldld
/v v.
DisInOUL 1
_/
x Hole Sixo
x Hole Specing
Vem Air make QY1.
Length D1e
Length WorW_�_
oak
SOIL GOV ER x Pressure Systems Only xx NIOUnd ur As�srode OYSIVITM Willy - - -
Depth Over pepet Aver >cx Depth o1 xx Saeoed/5oddeo Mutchod
Beld7rench Centel L111 /� Sed/Tnsnch Edges / ToW�t r Yes Na ,j Yes No
COMMENTS: (inciude oode discrepancies, persona present, etc.) inspection 81:�� Inspection 1f2:_/_f_
Location: 850 Highlander Troll Hudson, WI 54018 ( E` 114 NW 114 25 T29N R19W) Scenic Hills Lot 27 Parcel No: 25.28.19.2421
1.) AM BM Description = S-r. 1 C-13VE,� DTE f 0 4-47 ��-�°'-ed a�!-./� r►,e -� ins -tT^''
2.) Bldg seer length = 2 Q 1 +� ti2r,
w��v�2�/`b'A1-�-
amount of cover - ) 11 .�I�y. IS (5Y !� 0) C -7i Q r ttrfnu 4AiV%-
i 8 l l Q v�16Er� aI ,L+ 6-f ya 'eirl+ K y i i�
bvl3ionRequired7 to Yes _ No I ) //a �Y
9r side for additional Information. L __ 1-
Date Inaepcl0ra ipnatun
I Y97)
Jul W. waauoaooa Ave.. r.u. no: ntu
So A64er //
YSb' 1%
NV,�nsin
ldodieae.lYl 337'07 - 7161
Do artmant of Commerce
lam+`-o z Sanitary Permit Application
Mmobw
'"`'' "'` TOZ Z&s
J 14 a -9 tieoowa VIP name 2"l. I wwwwom rm po'w
r Rwloim
a" how for
,t�orJc
L A/pYoNeo dlrrnellw - Riesw prw A•
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0,20 i `IT 7
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sew /V4.,i�T��NR /1 is
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Zp Gade ran NMI awaNUMK
_
SAWMain Naarc ca►.l Nadsar
r�►c.�
n. type of tides (&Nk as am MP*) per,
,Mar 2 FWW peI - Number of lidtoor OVOW
m« 0 pwmmomeri - Daum UN E C .Ul
0st eOwad I �; S; GkV) vUFF'JNII Nmaa
2 3 X $D cp1Gl5 NiNG OGF / t
m. '[yp at pa>•le: (Cbo& amW aee lee m nee A f Mo. compime mm 5 r apptlobly
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ff. TM d ftns t: OM& r &A e1 41 t aRtwy eeimi Is dr harlot awl
44 ON= -Pmwm w bovww 210 ►tamd 47 ❑ wed raw 50 ❑ Cummuscood MSea
n ❑ rmneoAm I im mwA 41 ❑ 6eidrq To* 48 0 SiKN Post St 0 Dtp Um
tl 0 AbOnb d❑ lhit 49 0 Rmk=Wft 300 Osbr
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1 vs x �3 a Q�`�f,Sgl-6�YJ tc�� , A note.) St►i 1 1eS�
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AL ., ....
SBD-6399 (it. 05/01)
f'' iamakma1
4 , HEMMED
■■MOPPAi
��6 � Sa6ery and
p_ Professional Sttnkm
SOIL EVALUATION JREpORT
In a000ldance with Comm 55, Wis. AAm. Code
02219
Pays 1 of 3
Schmitt Soil Testing, Inc.
Y
Aaadh oomplels file plan on paper not Mae than SA x 11 Inches in titre. Plan must
tndude. but not imbed lo: vertiod and Irmmmdal reference point (BM) diredbn and
peraed $1*", stale r or difnnbna. north crow, and IoeaOon and dMlairm to nearest road.
PNeee print ell information.
Persons! edorme ion you pestle may be used for secondary purposes (Pft" taw, a. 16.04 (h) (m)1,
_
�� St. Croix
Parcel I.D.
020-1395-27.)00
RevkmW By Date
Properly Owner
Sahustt, Timothy
Property Location
Govt. Lot NE114. NW1/4, S25, T31N, R19W
PropoM Owners M50 ating Address
8Hphlander Trial
Lola
27
Blocks
Subd. Name a CSNM
Scenic HAIa
City Sum Zip Cods Phone Number
Hudson VA 1 54018 1 952-548-2234
U City ❑ VAMge ) Town Nearest Rood
Hudson I Highlander Trail
(�] New Constnrdfon Liss 0 Residential / Number of bedroome 4 Code derived design flow ram 600 GPD
fMplecemwd ❑ PubMe or commwdal - Describe:
Parent matmw OUMrash (Burk! ardl-Satire Complex) _. _ Flood plain elavaeon, d applkabre _ NA q.
General comments RaplsoernsM Brea is suitable for a conventional system Mill a 0.7 gWW ram. Pces161e syslern elevation br the rOPISMneM arse
and nKommerdatfom: N 10/.60' (High Trendh)),101.1 V (low Trench). Slope of the area Is 6%.
47 fig e ❑ BaAng
D Pt Ground surface alev. 105.83 It. Depth to tiMMV factor 96+ In. Soil Applbatiah Rate
Noibon
Depth
In.
Dominuq Color
Mundell
Rsdox Dsser"m
OL. at Can. Cobh
Ts*zm
Structural
Gr. 8z SR
CWISWIDM
Boundary
Rods
GPDAN
1
0.16
IOyr3/3
Wore
st
2mgr
mvh
as
2f,2v►
0.6
1.0
2
14-22
10vr4/4
none
sl
2fsbk
mfr
gw
1m,ivf
0.6
1.0
3
22-33
10yr4/4
hone
sid
2msbk I
mfr
9w
IV(
0.4
0.6
4
33- 0
10016
none
sl
2msbk �
- mh
gs
—
0.6
1.0
S
40.67
10yr5/b
none
9re
059
ml
_
is
-�--
0.7
1.6
6
67-96
l0vW4
none
9rms
099
ml
—
---
0.7
1.6
oe.
® Pit Ground surface also. 104.66 1L Depth b limiting lector %+ in. Sol Application Rate
11orlmn
DgAh
In.
Dorn hm Cobh
Muaa
res
PAdox Description
OIL SL Cont. Color
Texture
structure
Gr. 8L Sh.
Boundary
Rods
GPDAr
1
0.3
10yr3/3
none
st
2mgr
rtwfr
as
2vf
0.6
1.0
2
3-8
1"/4
none
sl
2msbk
mfr
a
Ivf
0.6
1.0
3
B-19
10vr5/6
torte
9►oos
Osg
ml
a
lhr<
0.7
1.6
4
19-96
J 10yr6/4
none
gre
OS9
MI
—
--
0.7
1.6
EfBunhl et ■ BODe , 30 s_ 220 n*& and TS3 >30 Ic1517 MOIL
Ct3T Name (Places PrYd) SlgnMure' Number
Thomas J. SchmM 227429
Address seJrrrltl SON Taatlnp. Ind. Dam Bvaluallon Canducted Telephone Number
T1 b78d
INS 72nd St New Richmond, VA 64017 7/1 y12022 aM.0
host
LOT 27
SEE PAGE 3 of 3 FOR FULL VIEW OF LOT
Exisl,ng 121 3' X 87'.
BiodrOuser Trenches B3
104•
�
Proposed
Replacenienl
Drain Field Area
3- 3' X 90' Trenches
95
i
Exislmg lNitsei♦
125ii gallon
i
Septic Tank
08
91d •
HOUSE
Conducted By
Thomas J. Schmitt
CST 227429
7-19-2022
108.41' Top of Septic Tank manhole
1 1 1 36' Walkout door sill 1 1 1.36'
106 86' Septic Tank Outlet Pipe
Q Well
Conducted for:
Timothy Schuett
850 Highlander Trail
Hudson Wl54016
Lot 27 Scenic Hills
020-1395-27-000
NE1/4 NW1/4 825 T29N R19W
Town of Hudson
1Ug'
ttlfi' \144'
Sod Boring by David Steel
G 11-29-2002
Sod Boring by Tom SO
0 7-19-2022
St Croix County, WI
Legend
La•�a 3-4 R .n
Ir'�y,as
us r5 ai,w
r -y Rcx.
1"=50'
r1
♦
I
St Croix County, W1
Legend
L.-" &W R,r,
R ..... nna S.".
US H..r..ar.
Slab llgh.ays
;"I! r ;It
N
i
d6
0 so 100 154M
z '
Wisconsin Dep~ of Commerce SOIL EVALUATION REPORT
Dmsw d Safety and Bulkings in accoraance with Comm 85. W a. Adm Code
utadl mmods see pun on paper not leas than 861 11 inches, in see Pun must County
muds, de not bread to va aril lontrnal role ass port MM). direction rd
pwvm slope. able as re drneromno . on onoer. and location old deluxe tonerd mad Parcel I.D.
Plwas print all Infonrredon. R
1231
Pepe I d 3
Stem Sal Seroce
St Croix
020-1305-27
Date I
G'urrnw rlormran WPondr mryartWb
15 fMflllmll
to t�C2_.
q o
Property Owner
R
Property Location
Carnage Homes Inc.
Cnvl Lw
SE 1N NW 1PI S 25 T 29 N R 19 W
Property Ownefs Malang Address
�'� ()
Lots
Block a Subd. Name or CSass
5750 St/water Blvd
27
na Scenic His
city stela
CoSd�
;,� City
1AuwaTownTn Nasreal Rosa
er
stkm MN
`r
55002ZONO3 oFF'
Hudson Highlander Trail
IN New eonstruclrm Use: d Rsi ial I Number of bedrooms
J Code darned design slow rate
600
GPD
fi Reple�. rw%
J Public or oommercw - Dosabe
Parent materiel
Srearn terraces and pitted outwash plena
Flood plan elevation. If applicable
no
General camsena
and recmauendrlaro:
System elevation 100 3411. trenches spaced and depth to code 5 18R below grade
108
■ P4 Ground S.xfa efev 105.50 n
DaM to am" factor In
5or hpp icIon Rate
Horton Deo
Danws Cow Redm Daorplon Twnre
Srwun C.rsoluxe Bonrldwy
Rom
GPDT'
-E11p1
I -EM
1 0-33
10yW none ad-fd
na mtr cs
IV
0
0
2 33-37
1Oyr414 none aid
2msbk mfr gw
nn
4
6
3 37-50
10yr4l4 c I d 7 5yr5r8 sic!
2mebk mfr gw
na
4
6
4 50-108
7.5yr4l4 none Is
Ogg mvfr na
n8
.7
12
lo(.gz�4�.42
snug v
Boring
108
--' --
- --
Pit Ground Surface se105.50 rl
Unitingv. n
Ueptn to g tactor
5ut 40cdw Nate
Hwon neigh
banners Cdot Redm Description ledvt
Slnwury Coreelenoe Bouddy
Row
GPOW
•Enf7
I TITO
1 0-8
10yr414 c1 d75yr5/8 sicl
2msbk mtt a
na
4
6
2 8.108
7 Syr4i8 none ms
Ogg ml na
na
7
1.2
(e19Z/`l ,4z
Effluent s 1 - 800 $, 30 < 220 myL srd TSS -30 < 150 mVL ' E rttuenl 02 _ 900, < 30 nXWL aria T55 < X mp/L
SST Norm (Pines Print) Signature CST NU.,dM
)avid J. St" � �' y yf� 248956
kdarsas Stem Sal Satvite Oy` Mte Evaluelion Conducted Telephone Number
1564 CR GG. Now Richmond, WI 54017 1 1R92002 715-245.5085
pity Owner c&Ta E Homes Inc. Parcel ID/ 020-1395-27 Pago 2 of 3
3Ba
IM PA
Ground Surface elev.
102.20
II Dow to ammrq factor 108 in � �PPbm Rae
Ravin Depot
DarmM Calm
Redm Nocnptm
laden
Stnuttee consatmtce Bourdwy Rods GPDA E
1102
1
0-9
IO rw
none
sic,
2msbk nnh 0w ne 4 6
2
9.20
10yr4/4
C1d 7.5yt5f8
Bid
2msbk mtr pw ne 4 6
3
20-108
7.5yr4/6
none
ins
osg ml no no .7h 12
°6
am
BerMg a
"r
Pn
Ground Surface Ow
A. Depth to wnov facto rn Rarer
Hwon NO
Domra i Com
Redo■ D%c*m
Taahre
$tMua Conumnce Bourday Root GPD/A'
'ERl1 TIM
aw" a
� Bening?� PM
Ground Surface eiev
n. Depth to 1aT1Aa1g factor In. Soil 4ppka,on Rate
Homon Depth
DermotCdor RaduDeacrptan
Teitee
S1nrLee Caeelene Haundimy Root •ErtaG".
• EHkNnt i1 a SOD? 30 < 220 mpfL and TSS a30 < 150 ngft. ' EM4ery 02 = BODS <3o ngfL tad TSS <,30 mg/L
The Deparmum of Comnncrce 6 an equal app"tunity wj iwc provider and employer. I f you need aesigmm to woe" a ie`" or
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POW-1'SM Carrage Homes Inc New Richmond, WI 54017
Lic. # 248956 SE1/4,NW114,S25 1'29,R19W (715) 246-6200
'ftwvn of Hudson, St. Crr>ix Co. (715) 246-5085
Scenic Hills Let 27
Legend
I"=40'
♦ - Bt:ndm rk EL I OO.00FI
Top of 'h"pvc pipe
• = Alt Hcnchmark I'.I.100.20h
I'op of'h" pvc pipe
u�Borinp
Boring Elevations
RI-103.5OF1
��. 132-105.5011
83=102.20FR
B4 -WOOFt
02
1� \
`� s
/ 97
0 Z use
w�
f I rE1GI /4ri[%J/ l i -- j
Ed WED SOIL EV LUATION REPORT
SafetyL 2 WWOrdanab C 85,)Q/n. .
Professional10
�]
•�'a � � -7 I #12219
Page 1 of 3
Schmitt Soil Testing, Inc.
Attach compk4e silo plan on p r not leis Yp�tpp�131ze. Plaaf�
include, but not knitted to: ve I =r' !>Il �olt1), di
percent slope, scab or dimensions, no arrow, and location ano distance to no road.
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).�"
St. Crouc
Parool I.D.
020-1395.274o00
R *A ed By
Property Owner
Schuett, Timothy
Property Location
Gout. Lot NE1/4, NW1/4, S25, T31N, R19W
Property Owner's Met" Address
850 Highlander Trail
Lot s
27
Block *
Subd. Name or CSMR
Scenic Hills
City State Zip Code Phone Number
Hudson WI 1 54016 1 952-546-2234
U City I 1 Vptage ( j Town Nearest Road
Hudson I Highlander Trail
[l New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPO
Replacement ❑ Public or commercial - Describe:
Parent material Oulwaah(Burkhardt-Saltre Complex) Flood plain elevation, if applicable NA R.
General comments Replacement area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for the replacement area
and recommendations: is 101.W (High Trench), 101MY ( Trench . Slope of the area is 6%
FPPit
Ground surface elev. 105.83 1l. Depth to limiting factor 96+ _in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr, Sz. Sh.
ConsistenceBoundary
Root
WOW
-EW1
'MM
1
0-
10yr3/3
none
sl
2mgr
mvfr
as
2f,2vf
0.6
1.0
2
14-22
10yr4/4
none
A
2fsbk
mfr
gw
lm,lvf
0.6
1.0
3
22-33
10yr4/4
none
ski
2msbk
mfr
gW
ivf
0.4
0.6
4
33-40
10yr6/6
done
sl
2msbk
mfr
gs
—
0.6
1.0
5
40-67
10yr5/6
none
grs
099
IN
cs
0.7
1.6
6
67-96
10yr6/4
none
groos
0s9
ml
—
0.7
1.6
0
lot. fo
Boring t � Boring� •
Pit Ground surface elev. 104.66 ft. Depth to limiting factor 96+ in. Sop Application Rafe
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consislem
Boundary
Roots
GPI'
MGM
'ERs2
1
2
0-3
10yr3/3
none
si
2mgr
2msbk
mvfr
mfr
as
2vf
0.6
1.0
3-8
10y1414
node
sl
cs
lvf
0.6
1.0
3
4
8-19
10yr5/6
tune
groos
Ogg
ml
cs
lvf
0.7
1.6
19-96
10y6/4
node
grs
OSg
ml
—
0.7
1.6
s . Sys
lot
V6 m
371.1Z .
Effluent 01 = BOD? 90 < 220 mg/L and TSS >30 <1150 mg/L ' Effluent k2 = BODS < 3o mg/L ana 155 < 3u mg[L
CST Name (Please Print) Signature: - CST Number
Thomas J. Schmitt 227429
Address Schmitt Sop Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 7/19=22 715.760-1978
90"30(n07oo)
LOT 27
SEE PAGE 3 of 3 FOR FULL VIEW OF LOT
Existing (2) 3' X 8T'
Biodit r Trenches
104'
Proposed ����
Replacement
Drain Field Area
3- 3' X 90' Trenches
liL
US SLOP
552.42' do 4P op
r r
106' 10
r r r r r Existing VAw
r 1250 gallon
,ram Septic Tank
108' BM
I • •1 -::
Conducted By:
Thi ornas J. Sc
CST =429
7-19-2022
108.41' Top of Septic Tank manhole
111.36' Walkout door sill 111.36'
106.86' Septic Tank Outlet Pipe
HOUSE
a well
Conducted for:
Timothy Schuett
850 Highlander Trail
Hudson, WI 54016
Lot 27 Scenic Hills
020-1395-27-000
NE1/4 NW1/4 S25 T29N R19W
Town of Hudson
1
06'
108, \144'
Soil Boring by David Steel
■ 11-29-2002
Sol Boring by Tom Schap
■ 7-19-2022
t1t�
St Croix County, Wl
Legend
Lskaa end Rry
Rlwn and Soaama
era
Us Mgnw.r
am* H#WM"
County M#Wways
Loral Roads
Rume Roads
Ramps
Road Roo of way
V..r..o.
Ra6oWa
Convsyena DMWon
ill =50'
N
0 20 40 sort
DlscufafeR: This map r na guorMA d to 1e
accrau. co"M Mrranr. or ownplaft and
conclusions down r fM reeponslMy of dr
usw.
St Croix County, WI
Legend
Ulm end Rvem
Wvem and Streams
Intmules
US Hghways
Slate Hghways
County Hphways
local Roods
Rustic Roads
Ramps
Road Rpm of Way
n.r nva
nrw.
a.e
v.re now
Radroads
Corlvaywoa Dv
I
0 50 100 150R
DISCUJMER. The map a not 9wra90W to be
a=nne. cone a t. or complete and
conol q drawn m du rspanaMty of the
war.
mnm s.o w
z
1231
Wbcordn Department of Camwoe SOIL EVALUATION REPORT Page 1 cf 3
DNrbr of Srry and Buildkl0e in aceorerroe with Cam 85, Wis. Adm. Code SW Sol Service
AMKh carnpkb ab plan on paper rid Mw then I%x 11 irdw in sus. Pin must Carty i+dSt. Croy
ude. nu not in`d to we end horizontal poet OMI * - ww
apemen Slope. Salo OF dnrena r . north oft end kcskon and dYeo to moral mad. Parcel I.D.
o2a1395-27
Posse prk# aM Ardlonwdon. R Dde
Pww W ierrnreon tore podte e+y M uwd br . e 15.a i1) te)I t 2/Da'o
Property
R
Property Location
Cartage Homes Ina
G&A. Lot
SE 1/4 NW 1N S 25 T 29 N R 19 W
�a
s
OEC 0 `L 2002
tot •
Biock s Sod. N.ne or CSw
sue et�
27
no Scenic Hi
CSy 3tre
Y
City
a Vewe M Town Nearest Road
Stllltratar MN
_�
axw�yONING OF
Hudson Hipitlrtdw Tnid
New Cantn+dion UM ResdsrtW / Ntmi er d' P ' m m n1
4 Code dented dw4gn flow rate
600
GPD
Repk+oernert
Pubac a oamwcW - Desabe:
Parcel
emrm
Srern terraces and pitted outwesh plena
Flood plain alwation, NWpk"
na
Gourd
and neDom
oarenenb
endellons:
System el mbDn 100.341t trenches spaced and depth to code 5.1 OR below tirade
0Boring
■ Pt Ground Surlew elev. 105.50 R
Dapth 1D irMM fedw 100 In.
Sot ApplicO on Rafe
Hor¢on
Do*
Doenwrd Color Redw Dwalption Temn
Seudwe Cormele ce Baedny
Rom
GPDIM
-Ef1l
Tim
1
0.33
loww none 81-9
na n* Cs
1vt
.0
.0
2
33-37
10yMA none aid
2mabk mfr 9w
nor
.4
.6
3
3750
1oyr4/4 cld 7.5yrSM Sid
2rnd* rnh aw
na
.4
.8
4
5a1D8 7.5yr4/4 none Is
099 n rr no
no
.7
12
w7F I�•3�,
4i-:1.4Z
a
Bum #
Bonng
■ PN Ground Snafaoa elver. 1 D5.50 it.
Depth to kv&V factor 108 in.
Sol Awknown Rds
Horwon
Depth
Don M Cabr Rectal Deea"on Tedw
Structure Caernce Mndwy
Roob
GPDAr
•Efk"
I •E1M2
1
0$
10yr4/4 cld7.5yr5M Sid
2n*bk mfr Cs
no
.4
.6
2
8-108
7.5yr4A9 none ens
060 nt na
no
.7
1.2
(ff.Rz/.4Z-
Eftkat a1 - SM 3D < 220 MWL end TSS -30 < 150 mWL • Ellkwt 02 - GOD < 30 Me& and TSS <�0 mg0L
CST Hann (Plsfae print) Slgrnatner CST Number
Devid J. Steel 248958
Address Steal Salt Swoos t Dees Evetua br Conducted Telsown Number
1564 CR GG Nw Forma d w SW17 1129/2002 715-246-5085
proo" owner Carnage Florrres Inc. Ps al ID M 020-1395-27
Papa 2 of 3
apig
102.20
rt. Deplh io anllbp hcW 108
Ground Surface de.
in. Sell APpkWm Rds
Hamm
D"M
Done. Color
Radm Daaupbm
Team
Shichn Carslsre Boundary Raab G W
'E1M7 'EfM2
1
0-0
10yr3l3
none
sicl
2rtrobk mtr qw na .4 .8
2
9-20
10yr414
cl d 7.5yr518
aka
2msbk mU pw no .4 .8
3
20-108
7.5W"
none
ms
ON frill na no .7 12
S
bv6'
❑
as
R Daptlr to areg bore
N Pa
Grand Sumo tMv.
in, Sol , Rrae
Ha¢m
Depth
Donerr Cola
Redw Deaaplim
Tetuan
Strudrn CasieMce Boundary Routs GPD&
'EMI 'EaM2
❑
Barinp i
V
R Dsplh b Wnbg rode In.
Parkrp
Pk
Ground Surface elan.
Sol AOpYrmbar Role
Hamm
Depth
DanmsA Color
Redor Desapoon
Texture
SsvJtaa Cormie ce Baundry Roab GPDIa'
'E1M1 'E1M2
' Miami 81 m BOD? 30 < 220 nplL and TSS a30 c 150 nV& ' ER1usrM 02 - BODS <_30 mV& and TSS c_i0 ng&
i The Deparmmt of Commerce is as equal opport nay aervioc provider and employer. If you need aammar oe to acorn aervion or
�Z-
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Carrage Homes Inc New Richmond, WI 54017
Llc. # 248956 SE1/4,NW1/4,S 25,T29,R19W (715) 246-6200
Town of Hudson, SL Croix Co. (715) 246-5095
Somic Hills Lot 27
LAVed
1w-40r
♦ - Bendwkwk EL IMOOR
Top of 55"pve pipe
• - Alt Hendmwk EL 100.2011
'fop of %" pve P*
Borinp
Baring Elevations
BI-105.50Ft
B2-105.50Bt
B3—102.20F1
B4 -QO.00Ft
ems. ,v3•�°F�- �`
D'
30,
S°NyA AaE .4.� 12w-6Y'.
11, -- HlgIt Ancbr /r
A-,
0
Wig' _I3/
/I/
f I$
K COUNTY
NO. 644772
STATE SANITARY PERMIT
X
PLUMBED
TOWN OF
S*%frTr
rREvious No. q032(vr
f�xl
LIC.!40
SEC ZS 9T__j_N, Rj_
AND/OR LOT 2j- BLOCK
�k %
SUBDIVISION
CHAPTER 145.135 (2) WISCONSIN STATUTES
(a) The purpose of the unitary permit is to Wow installation
of the private sewage system described in the permit.
(b) The approval of the sanitary permit is based on
regulations in force on the date of approval.
(c) The unitary permit is valid and may be renewed for a
specified period.
(d) Changed regulations will not impair the validity of a
sanitary permit.
(e) Renewal of the sanitary permit will be based on
regulations in force at the time renewal is sought, and that
changed regulations may impede renewal.
(1) The sanitary permit is transferable.
History: 1977 c.169; 1979 c. 34,221; 1981 c. 314
Note: if you wish to renew the permit, or transfer ownership of
the permit, please contact the county authority.
jM AU RI ED ISSUING OFFICER - DATE Z
PERMIT EXPIRES UNLESS RENEWED BEFORE THAT DATE
POST IN PLAIN VIEW
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION
SBD-06499 (R 1 1 /20)