HomeMy WebLinkAbout038-1235-02-000 (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 (1)(m)]
Michael D Green
TANK INFORMATION
TOWN OF STAR PRAIRIE
TYPE
MANUFACTURER
CAPACITY
Septic
V Co?4
JZF>b
Dosing
Aemtion
TANK SETBACK INFORMATION
M®Mm®
• •
®MW190_--
M■AWAMi
PUMP/SIPHON INFORMATION
Manufacturer
Demand
GPM
Mode Num
TDH ift
11'rijon Los
ystem Bad
TD t
Force in
L g
Dia
Dist. ell
lotM-r- lsiq-
ELEVATION DATA
STATION
BS
HI
FS
ELEV.
Benchmark
�-`�
103.
Ioo.23
AI(.fdAlv\�'
Sewer
•KB
15.&5
Bldg-
SUHt Inlet
SVHt Outlet
G- J 16
41 • 7 7
LfP
Dt Inlet
D
o
T
10
9.55
94 . 5$
Header/Man.
5
T
-7.90
45 33
Dist.w& V50y,7•
D
Bot. System
T
IC) •
5
13. %3
3.
F'
T3
q.O
14. t
4.4
VCL`iivt,
SOIL ABSORPTION SYSTEM 4-1, 6 -F- Ll 15 J4, 5 t- ,5 Ea 'FlOIa) FA
BEDrrRENCH
DIMENSIONS
Width,.-- ,
5
Length � t
[./�
No. Of Trenches
PR DIMENSIONS
No. Of Pits
Inside Dia.
Liquid Depth
SETBACK
SYSTEM TO
P/L 5
BLDG
WELL
LAKE/STREAM
LEACHING
Manufacturer: --1-
(�
INFORMATION
Type Of System:
1 �,
1
�� ,
`
�(�
CHAMBER OR
UNIT
.lk'Y1
Model Number. F-7
,0�
l/.CA'_L VY'4.
DISTRIBUTION SYSTEM
Header/M+vVanifcjd_�
ihA i`
Leng h Dia
Distribution
Pipe(s)
Length Oia pacing
x Hole Size
x Hole Spacing
Vent to Air Intake
SOIL COVER x Pressure Systems On Iv xx Mound Or At -Grade Systems Only
Depth Over
Bedrrrench Center% '7
Depth Over
%\
Bed/Trench Edges � I
xx Depth of
Topsoil
xx Seeded/Sodded
xx Mulched
— S\
!� G r
—
No
Yes ®No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 1036220TH AVE 1
1.) Alt BM Description = Vol, �►(�
2.) Bldg sewer length = -
-amount of cover=
Plan revision Required? [j Yes x No
Use other side for additional information.
SBD-6710 (R.3/97)
—,l1 ov\ SST El
-a6serva4o.-% tkfes S it.,/ I�tr�3 I in.
- &N Yakre uscrl -10 useexisi�rr� S.�S�
umF5 0 ,, V, 4% ad x t)m:N,`L Si
Date Insepctors Signature Can. No.
S
1.
2.
m ate lens for Me system a d sobm' tom Ctwe snl m r not than R is x l l in V _ �
,as per applicable codelo /� (,�N, i s pnn` Q �prr�a�jFe-`�t ec el ,rltlpt�J
`5� �7t �$� �r -U , sr�leQa fsr wt0.. A�L7�t4A� i,nVlMaW&h
County
Indus ices Division
1400 E Washington Ave
P.O.
SLCmix o�(1ag r
Sanitary Permit Number (to be filled in by Co.)
Bo; 7162
Maatson, Wl 53707-7162
O2O
oil
&.2 1
it
Permit Application
rSinteTnnsacnon Number
In acco ce wiiht5��Mtlm Code, submission of this form m 1 e pi{�,�vemmental unit
is pemii[. Note: Application forms fur store -owned POWTii. !'lebrutted to
theDe Sat
Ihp enl of Safety and Professional Services. Personal infomuawn you prov may be used for secondary
Project Address (if different than mailing address)
m accordance with the Privac Law s. ) 5.04 1 m Status
1036 220'a Ave
I.A licaIto01 formatan-PkasePrint All
Property Owtiei s Name
Parcel a
Michael D. Green
038-1235-02-M
Property Owner's Mailing Address
Property Location
1036 220ih Ave.
Govt. Lot
SE i, SW Y., Section 9
City, Stale
Lip Code
Phone Number
New Richmond. W1
W17
�ir'rcle one)
T31N RISE or()
11. Type of Building (check all that apply)
Lot a
Subdivision Name
® I or 2 Family Dwelling- Number of Bedrusms... _
2
Green's Rolling Acres
Block N
❑ PublidCommercial - Describe Use
❑ City of
❑ State Owned - Describe Use
❑ Villageof
C'SM Number
® Town Star Prairie
of
Ill.
T e of Permit: Check onlyone hot on line A. Coro let, line B if applicable)
A.
❑ New System
® Replacement System
❑ TreatmenUHolding'I ank Replacement Only
❑ Other Modification to Existing System (explam)
B.
El Permit Renew,)
❑ Permit Revision
❑ Change of
❑ Permit I'rarWt r w New
List Previous Permit Number and Date Issued
Before Expiration,
Plumber
Owner
463015, 10/4Rd14
IV.
T of POWTS S stern/Com nent/Device: Check all thatapply)
® Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 in. of suitablesoil ❑ Moud <24 to of suitable soil
❑ Holding Tank ❑ Otter Dispersal Component (explain) ❑ Pretreatment Device (explain) _
t ti,
V. Dis rsai/Treatment Area Information: r
Design Flow (gpd) Design Snil Applicatio Dispersal Area Requited (sf) Dispersal Area Proposed (st) System Elevatio
6W Rem(gpdsq R57 900 95.9', 95.2', 94.5' 94A'
U.7
VI. Tank Info
Capacity in
aie 4-44 a
/(,
Gallons
Total
a of
1eJY� urer
'-o' $
,tar
New Tanks
Existing Tans
Gallons
Units
Septic or Holding Tank
1200
1200
1
Huffcutt
Dosing Chamher
VI 1. ResponsibilityStatement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print)
PlumbCr"%Si tare r
1
MP/MPRS Number
Business Phone Number
John Schmitt
C. �*�'
223760
715.760.0486
Plumber's Address IStreet. City, State, Zip Code)
586 Valley View Trail. Somerset. WI 540
VIII. County/Department Use Onl
Appmved ❑ Diseeow.ep-�
\eason
Permit Fee Fee
Qar� Issued
ng Agent Si re
i 'VeS
OwnerGiven R fur Denial
IX. Conditions of Approval/Reasons for Disapproval -3` �e .
TEM OWNER: //
r�
e-
Septic tank, effluent filter and Ns+�— z �&✓�rr„& a �e��1�pe {�/ nsn✓ u. y
ispersal cell must be serviced / maintained -4� f -'etz / O
as per management plan provided by plumber. At _ wt�6Laa I
t
SYSTEM PLOT PLAN
Green 4 Bedroom Septic System
Pro)eci Mares%:
1038 22MA.
BM1 Symbol:.
SM Elevation: 100.00'
BM Descrtpibn:
Top of Septic tank mane cover
BM2 Symbol: Q
BM Elevaemr: 100.23"
BM Desaipllon:
Top of vent pipe
Slope Gradrenl of
Teeleci Pies (10%)
Well Symbol (a applicable)
Notes: Sae Plat Map for cwnplWe map
P'�
\�r\Go
. Well
ezvz
Design Flow: WDGPD
Akach design flow calculations roc
40mnvaelel plane:
Pipe Material, / ASTM Standard
Tables 384.30-3638430-5
-SCHM WC POO I ASTM-D2695
3034 4' PVC I ASTMZ3034
M
Tt- EA" 3'43' BMdrTuse benches EI. =93.6'
T2- Ep90ng 3WT BlodiBuse trenches E1.=94.0'
T3- Eldsbng 3kAT Biodahlse trenches EI =94.38'
Existing 4 T4-Proposed 3 A45' EZ Flow Trench EI.=95 9'
Bedroom 06"" T5-Proposed 3k45' EZ flow Trench EI7
Hm" T6-Proposed 3VV EZ Flow Trench EI=94.5'
T7-Proposed TAF EZ Flow Trench EI.=94.0'
• Bird boning
T4 85 \ //^W ■Schmib honing
T5 / Property Line
T6 SM7 E1ds6ng 1250 gall
_ HWiwh septic tank
.BM2 83 ,
• B7 `IS rj 9B
108 Slope 82-` %
94' �i�\ \■B4 � T1
C Bt P Line
�\
\ 94' OF
Yl
/y
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: Green 4 Bedroom Replacement Septic System
Owners Name: Michael Green
Owner's Address 1036 220th Avenue
New Richmond, WI 54017
Legal Description: SEl/4, SW1/4, S9, T31N, R18W
Township Star Prairie
County: St. Croix
Subdivision Name: Green's Rolling Acres
Lot Number: 2 Block Number
Parcel I.D. Number 038-1235-02-000
Plan Transaction No.
Page 1
Index and title
Page 2
Plot Plan
Page 3
Septic Tank Specifications
Page 4
Effluent Filter Information
Page 5
Valve Diagram
Page 6
System Sizing & Cross Section
Pagel
EZ Flow Information
Page 8
Management and contingency plan
Page 9
Septic Tank Maintenance Agreement
Page 10
Existing Tank Certification
Page 11
Warranty Deed
Page 12
CSM or Plat
Attachment 1
Soil Evaluation Report
Designer: John Schmitt Licnese Number: MPRS 223760
Date: 6/12/2020 _ Phone Number: 715-760-0486
Signature:
In -Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01/01)
Page 1
SYSTEM PLOT PLAN
Green 4 Bedroom Septic System Design Flaw. e00 GPD
Prokol Address.
1936 220t,, Aortae
Affar%1 demon flow calculations for
commercial plans.
BM/ Symbol .
BM Elevator 100 W
Pipe Matenels r ASTM Standard
BM DexnPeon.
Top of Septic lank manhole cow
Tables 384 303 6 384 30.5
BM2 Symbol: 0
BM Elevafon 100 23"
e-SCH 40 PVC Ppe
ASTM. D266:
BM Descnp0un.
Top of vent pipe
Slope Gre"M of
Tesleo Ares'. (10%)
3034 4- PVC ppa
I ASTM.03031
Well Symbol (8 applicable)
Notes: See Plot Map for complete map
®J
k
1 .1 •1 120
vrd—
®%
T1- Existing 3'x63'Biodiffux trenches FJ =936'
T2- Existing XAT Bodi fus s trenches El =94.0'
T3- Existing 3'x63' Si0diffuse trenches E1.=94.38'
4
T4-Proposed 3'x45' EZ Flew Trench El =95.9'
swirocint
0n'�ay,
TS-Pmpoaed 3'x45' EZ Flew Trench EI.15.2' 1
Hcusa
T6-Proposed 3'x45' EZ Flew Tr ench EL=94.5' (/
T7-Pmpod 3'x45' EZ Flew Trend, El =94.0'
se
96
• Biro bong
1\
n00
III Schmitt toning
T4' 95
T5
�
Property Line
T6
BMt
Exisit 91250 gallo
_ _ `�
HuflcuIt septic tank
yy+
96"'—
BM2
83
B
■
87 B6
a ve
�/
$
to%Scoa
U
82
�
\!84
_
Ti
96
0
A
WARNING LABEL EMBEDDED INTO
CONCRETE COVER READS AS FOLLOWSt
CAUTION
DO NOT ENTER WITHOUT PROPER VENTILATION.
COULD CAUSE DEATH... DANGEROUS GAS.
NOTE, ADDITIONAL LABEL FOR GREASE INTERCEPTOR.
INFORMATIONAL LABEL READS AS FOLLOWS,
GREASE INTERCEPTOR
29' DIAMETER CONCRETE COVER (TYPICAU
SEE 'ACCESSORIES• FpR OTHER COVER OPTIONS
NOTE, THIS DRAWING REPRESENTS A SEPTIC TANK,
SEE ACCESSORY #11 FOR OPENINGS LOCATED
IN THE TOP OF A HOLDING TANK.
NOTE, ADDITIONAL BAFFLE FOR GREASE INTERCEPTOR,
DIMENSION EQUALS 1/3 LIQUID LEVEL.
(ONLY FOR GREASE INTERCEPTOR)
o�
9 mdS lko
I oNAS owl TH
s
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 SmartFilter® alarm, you will be nofified by an
alarm when the filter 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
tank cover.
Step 2:
Firmly pull the filter handle and slide
the cartridge out of the case.
0
Residential Applications
Certified to ANSIINSF
Standard 46
Copyright 2014, Polylok. Inc All rights reserved
Prodoct(s) covered by one or more U.S. andror International patents, Other U.S. and International patents may be pending.
1-877-765-95651 WWW.polytok.com
Page 4
Home F About Site Map Order Info Videos & Literature Contact Drip Systems
Treatment Controls _ Products Downloads Deslon Guidance
The Bull Run Valve T" is designed to split flows to septic
fields or systems. In addition to the advantages of longer
life and easier installation it is the most public health safe
alternating device available for wastewater disposal
applications. The use has absolutely no contact with
wastewater due to the valve's leak -proof and external
operating characteristics. The change over from one
drainage field to another can be accomplished in less than
a minute by simply turning the valve without digging or
contact with wastewater.
d
I
n
ITEM
DESCRIPTION
BRV4
BULL RUN
VALVE
4"
BRVBULK
BULL RUN
VALVE
& KEY ONLY
BRVCIRISER
BULL RUN
VALVE
RISER W/ CAST COVER
BRVKEY28
BULL RUN
VALVE
KEY 28"
BRVKEY36
BULL RUN
VALVE
KEY 36"
BRVKEY48
BULL RUN
VALVE
KEY 48"
f ,I -
MER CAP
ADAPTER
faGER
TUBE
4 OLfrPOHr
ACCESS CAP
VALVE DIF EMON
►ANDLE
Ir OUT POFr
r IN PORT
The Bull Run Valve is available in 4" sch 40 pvc
and is suitable wherever septic disposal systems
are used - in commercial, industrial, and
residential applications.
OPERATING THE VALVE
The direction control handle should be rotated
periodically to direct effluent to one or the other
of two septic fields. After removing the screw cap
at the top of the riser tube, the valve handle can
be turned with the valve key furnished.
BULL RUN VALVE
Complete Valve Kit
Contains
1. Bull Run Valve body
2. 28" Valve Key
3. Riser Cap Adapter
4. Watertight Access Cap
BRVCIRISER - 4"
ADJUSTABLE TO 28" I IIGI-I
Page 5
;2
IN -GROUND GRAVITY DISPERSAL AREA
Stepped Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
Geotextile
Cover —
SOIL COVER
12'
min. trench
depth
(typical)
Highest Trench
System Elevations = 95.9' ft; 95.2'
min 12'
(typal)
SUVME
ft;
Septic Tank(s) Manufacturer
Huffcult Concrete, Inc
Septic Tank(s) Volumes)
1250 gal gal gal gal
Effluent Filter Manufacturer
Zabel
Effluent Filter Model #: A-100
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
— Lowest Trench (as applicable)
It, 94.0 ft;
TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.)
PLAN VIEW 4a0 Obsematron ppe shall ce na lied
at yncton between live unit
(No Scale) Perforated Lateral Observation Pipe
(typical) (typical)
r-
— — — — — — — — — — ---------
B = 45 ft
(typical)
INSTALL PER TRENCH.
4 10-ft bundles @ 50 ftEISA/unit = 200 W
+ 1 _ 5-ft bundles na 25 fF EISA/unit = 25 ft'
10 ft
Provide minimum 3 ft
separation between trenches.
OBSERVATION PIPE DETAIL
(No Sink)
ft Sae* Type or
Shp Cap (loose) �� �'✓
41e PVC Pica
fop of ppe to termnate
al or above 6mshed grade
(4)1 a'.112' X 6' slots
ee apen
Anrhonng Device
A=3.0 ft
(typical)
EZ1203H Bundle
(typical)
(mfd by Infiltrator Systems.. Inc)
Install pursuant to manufacturet's instructions
= Proposed EISA per trench = 225 ft2 Required Infiltration Area =
x 4 trenches = Proposed Total EISA =
�nvehed Grade
Ached & seeded)
Tweet Cover
(mn 1 foot)
Infiltration
Svdece
857 ft` Distribution Method:
900 ft' drop boxes
m
W
O
n
Installation Instructions for �1EZown
EZfl w Systems in Wisconsin by INFRTgATOR
............................................................................................
Wisconsin Department of Commerce, Safety and Buildings 5. The Absorption area (SF) necessary for a given site shall
Division, has reviewed the specifications and/or plans for this be sized based on maximum daily sewage flow (GPD) and
product and determined it to be in compliance with chapters the Permeability for the site. If certain criteria is met, the
Comm 82 through 84, Wisconsin Admin. Code, and Chapters EISA sizing can be used in Wisconsin, resulting in a 40%
145 and 160, Wisconsin Statutes. All sites must meet the 5& smaller drainfield.
& Soil Conditions & Locations & Isolation distances as noted in
local regulations. 6. Place EZflow bundle(s) in the EZflow configuration ap-
proved by system design permit specified for the particu-
The approved products are 1203H (3-12' bundles with pipe in lar site. The top or center -most bundles containing pipe
center bundle in 5' or 10' lengths) and 1203HP (3-12' bundles are joined end to end with an internal pipe coupler. Any
with pipe in each bundle in 5' or 10' lengths. additional aggregate only bundles that may be required,
should be tutted against the other aggregate -only bun -
A single pipe bundle contains a four inch perforated pipe sur- dies and do not require any type of connection,
rounded by EPS aggregate and is held together with poly-
ehtylene netting. A single aggregate bundle contains aggregate 7. The top of each GEO cylinder contains a filter fabric pre -
only and is held together with polyethylene netting. manufactured in between the netting and aggregate. The
fabric is inserted to prevent soil intrusion. The installer
Materials and Equipment Needed shall make sure the the GEO is positioned upward and is
• EZflow Bundles in contact with the fabric contained in the adjacent cylin-
• EZflow Geotexhle Fabric der before backfilling.
• EZflow Internal Pipe Couplers
• Pipe for Header and Inlet 8. The EZflow Drainfield Systems should be installed in a
• Backhoe/Excavator level trench in all directions (both across and along the
trench bottom) and should follow the contour of the ground
Installation Instructions surface elevation (uniform depth), with all continuous
The instructions for installation of EZflow products are given adjoining 10-foot cylindrical bundles placed end to end,
below. This product must be installed in accordance with state with central bundle distribution pipe interconnected,
rules defined in chapters Comm 82 through 84. Wisconsin Ad- without any dams, stepdowns or other water stops.
ministrative Code, and Chapters 145 and 160, Wisconsin Stat-
utes, as well as the local health department's current design 9. The trench top shall be graded such that water will not
manual. pond. Backfill should be seeded or sodded immediately
after completion to reduce erosion.
1. After the local health department has determined sizing,
configuration, and layout for the EZflow systems, stake 10. EZflow EPS bundles are flexible and can fit in curved
or mark with paint the location of trenches and lines. Be trenches as may be necessary to avoid trees, boulders, or
careful to set correct tank, invert pipe, header line or dis- other obstacles,
tribution box and trench bottom elevations before instal-
lation of pipe bundles. 11. EPS aggregate is lighter than water, therefore, it might
be expected that natural buoyancy forces would tend to
2. Remove plastic EZflow shipping bags prior to placing cause EZflow assemblies to float out of ground when
bundles in the trench(es). Remove any plastic bags in the ponding occurs. Field experience has shown, however,
trench before system is covered. that this is not a problem when systems have a minimum
of 6' of soil cover as recommended by manufacturer.
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 1203H-GEO
down along the sides of the product to a point at least six
inches from the bottom of product. Geotextile
Barrier Material
4. When installed in a trench, the trench should be dug to AL
a width of 36 inches. This not only saves labor in excava-
tion, but also provides better load -bearing capacity after
backfilling is complete.
Page 7
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 Operating Limits:
Design Flow = 600 gpd; BODE 5 220 mgL"; TSS 5 150 mgL"; FOGS 30 mgL"
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
c age of system
o nuisance factors (i.e. odors, user complaints, etc.)
mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
e, material fatigue (i.e., leaks, breaks, corrosion, etc.)
solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
c neglect or improper use (i a., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
dosing irregularities - if applicable (i e., pump re -cycling, float switch settings, etc.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification)
* 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 tanks) 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.
o Effluent filters) 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 & Sons Excavating, Inc. Phone: 715-760-0486
Local government unit: St. Croix County Community Developement Phone: 715-386-4680
Local government unit address.
1101 Carmichael Road, Hudson 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 8
ST. CROIX COLITY
SEPTIC TANK M. AiNTENANCE .AGREEMENT
AND
OW-NIERSNIP CERTIFICATION FORM
Oumer'Buver Michael Green.
Mailing Address 1036 220th Avenue, New Richmond, WI 54017
Property Address 1036 220th Avenue
lCeriftcation required from: Planning & Zoning Department for new construction.)
City state New Richmond parcel Identification Nttmbcr 038-1235-02-000
LEGAL DESCRIPTION
Property Location SE t} SW ,4. see 9 T 31 NR 18 ��. T�xx.n of Star Prairie
Subdivision Plat: Green's Rolling Acres Lot = 2
Certified Survey Alap Volume . Pa¢e =
Warranty Deed # _ 1before'UO-)N'Olutlte . Pagc =
Spec house❑yescao Lot lines identifiable 0>cs0ro
SYSTEM :1LtINTENANCE AND OWNER CERTIFICATION
improper use and tttaintertance of your septic s3 sten could -esuk is its pr multure faLure to t.andl: na:;rs Proper
maintenance con.rst, of pumnirg out the septic tank cx c:y three yeaa or .00ner. if needed, by a I:ceirsed pumper. What rou put into
the s'.'sEem cart affect the function of the septic tank a- a treatment stage in the %-, sie df>posai sv-stent nwater maintenance
:espon,tbihtics arc specified in SSPS. 383.5_1 i i anu in Chapt n I: - bt Croix County Sanitan Ordinance.
The property owner agrees :o submit to St. Croix County Pltm•ti;t_ & 7on+ng Department a certification form. signed b.1 th.
owncr and by a master plumber. journeyman plumber. reiu•tcted plumber or a hectfsed pumper +crifying that I 1 t the on -sic
wastewater disposal s} stem is in proper operating condition and or i 2 r afty inspection and pmnping j if necessan 1. the septic tank is
Icca than I ? full of dude,,.
L ue. the undersigned have read the above requirements and agree to maintam the prnv arc >e"age disposal s', st,,m u nh :hc
standards set forth. herein. as set by the Department of Safet% And Professional Sen'ices and the Department of Natural Resources.
State of Wisconsin. Certification stating that your septic system has been maintained mint be completed and rerumed to the St CrolN
CountPlanning & Zoning Department within 30 da%s of the titre,, year expiration date.
I .ve ceriifv that all statements on this form are true to ncc Lest of me ow knowledge. t we am are the owner(s) of die
prnperty deli robed abo%e. by rirtuc of a Nvarrann deed recorded in Register of Deeds Office.
Number of bedrooms 3
SIGNATURE OF APPLIC'ANT(si
_Lz_ 2c'-
DATE
•`":1m information that is misrepresented max resuh in the sanitar, permit being rvokcd by the Pianning & Zoning Department '14 *
Include Kith this application a recorded warranty-decd r'rom :he Register or Deeds Oflice and a cop', of the cerulicd sun e% map of
reference is made in the warranty deed
(REV. 04112)
Page 9
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) 1036 220th Ave.
located
at: Se y4 Sw �'/4, Section 9 Town 31 N, Range 18 W,
Town of Star Prairie 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 7 /5 —;( C7
Did flow back occur from absorption system? Yes_ No
(if no, skip next line.)
Approximate volume or length of time: gallons minutes
Tank Capacity: 1250
Construction: Prefab Concrete x Steel Other
Manufacturer (if known): Huffcutt concrete
Age of Tank (if known): 10/4r2004
Permit number (if known) 463065
John Schmitt
(L' nsed Plumber Signature) (Print Name)
MPRS 223760
(Title) (License Number) MP/MPRS
_ / 0z b
(Date)
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
Page 10
GREEN'S ROLLING ACRES
zt=j
k:
4r
z�1,44
7,7q FVP
mi=
1.
IM r
Page 12
erattme SOIL EVALUATION REPORT
Sp '_ _
S crugg5ir-rl fiery:`>S --. .tar:-= .. . _ ,1. . .. ,-
rtr� a2
'n'"! Sob Tes; ra .,
r« acn ccm re ve Man cn "ape r 1c less tr ar , n. z� _ � ,, I
_'ude r ! -.;r :.-,red to .ec ca ac-?-,,ae e _-ce oc .. _ c n. - arc
c-e"eri s;o.' s_we'r-nril' a'•^,t anc cca;�r.•• an.-- =7..-c •e 3r�.::__� _
.L :-�.1ti
Please print allintormaj5j — A«
ilor. ate
r :. ` :14 r'.9. r.. yw. rr.., RP' d ... ..:o ♦ '° . •a.. .. ..
. .,� a ..... ..
3reen dicta=i
vew Rrerrsrd o4:i I
f.ew Cons:•,rct.or „ge ?esiderUa °'u- .. c . A .,_
-
"arent matenalriiaCial?ili�Amert-L'rGmtr=1-Sa'C,L:arr
General comments -^-e'.
•e^c,rme^cwwns
4
:
:?
7.5yr4'4
i
I
D516onr q 60r.ny ,. - -
Gg �:r ,.,cn sr!a[e 2�ed'. 98.28 �.eGl". ,r��. -
�-or:zcr Depm ..omrar!lnzc. Rec:<ues;.
i -
4 Z7-R4 :Cv(Sib Gne 05q
':, .J:25S _T.�l: iGll �<sl,:.q i..Y .,, _.:...�. _ ._n. 'p,i.:' ':b•-.�.q.
Parse: to it 038-1235-02-000
Page 2 of 4
Property ewne• Green, Michael D.
Boring
6 Boring # Pit
Ground surface elev 95.88 it Deptr to--m.Ung `actor 8(;_ ,q
And AIZI=6nn Ome.
Horizon
Depth
Dominant Colcr
Redox Description
Texture
Structure
Consistence Bou ,daro
Roots
GPOrB'
in
fvtunsell
Du. Sz. Cont, Color
Gr Sz Sri
*Eft! 'Efw
:
0.8
10yr3/3
none
sl
2mgr
mvfr as
2vf
0.6 1.0
2
8-28
7.5yr4/6
none
sil
2msbk
mfr aw
1vf
0.6 0.8
3
2a;�7h
loyr5;6
none
s
Osg
mi as
------
__9-7_ 1.6
4
76-86
7.5yr4/6
none
si
Om
mfr ----
------
0.2 0.6
7 Boring #
Boring
.,
Pit -round
surface elev
95.78
tt �eplh ;d
:mid ,:rig �aClcr %2.
:n
:Soil Application Rate
Horizon
Depth
Dominant Color
Redox Descnpuon
Texture
S!ructure
Consistence sou -dal
Qoots
GPD rx
:n
Munsel:
qu Sz Cont Caor
Gr Sz Sh
Vein'. =--#_
1
0-9
:Oyr313
none
sii
2mgr
mvfr as
2m.2f
0.6 Q-8
2
9-17
10yr3/4
none
Sri
2msbk
mfr gsv
2m,2f
0.6 0.8
3
17-32
7.5yr4/6
none
sci
2msbk
mfr g•rr
lvf
0.4 0.6
4
32-84
5yr4/4
m2d 7.5yr6;6
7 5vr6/2
SO
lmsbk
mfr ....
------
0.4 0.6
Bonna #
Boring
`-n ---
Pit Ground
surface elev
ft Depth to
limiting facto•
.n
Soil r.ppl�hon Rate
%pph
Horizon
Depth
Dominant Color
Redox Description
Texture
3tr,icfu•e
Consistence Boj�oa-,
Roots
P2^=
in.
Munsell
7u Sz Cont Cc or
Gr Sz Sh
E"- -.
I
,
Effluent #1 = BOO,> 30 t 220 mg" and'99 130 - :5r- mg L ' Eiltueri #2 = 8'?t;•, - 30 ^c L and TSS < 30 mgl
the Duparunern of (i.immerc i, un equui orporrunt nr,.••i,ta, and amply, er iY, nil •.ided ,i•-I.t, 1W, aiLO i+r
nBed material in an aiccumtc tt:rnint. 0,; d"rLIrinieni a' 1: 1 or i I•n.,,q-'i,l-X--"
a
r
r
k
I
� tir
4
I
e
1'
13
M
f
c
St Croix County, WI
Conducted for Michael D Green
Legend
1036 220th Ave,
New Richmond, WI 54017
PID 038-1235-02-000
SE114 SWV4 S9 T31N R18W
--
Town of St Joseph
Conducted by T mas J "cl)nlitt
CST �2"7429
511812020
L "
I W 2,
L .I
C,iru�;ati Roiin'¢t Arres
O
M O '...i Ili.l.ltr{f It '+It.iii I"il
13
ti
�
V
o nl r:0 G�,,,
•� \li,
..Ax I.,.n.n^. rY.YWIr .rN..r:.InI,:Y'rlrl,i-
NOTE There is an existing Zabel A-100 effluent filter
�• but the pipe entering the septic tank has settled
down tipping the filter this pipe will need to be
fixed
........_
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 semndary purpm ss [Privacy Law, s.15.04 (1 gm)].
Permit Holder's Name: City Village 1(Tovmship
Green, David I Star Prairie Townshi
CST BM Elev: Insp. BM Elev: BM Descrip ion:
Ti,
cm
TANK INFORMATION ELEVATION DATA ,A.-Y. I,
TYPE
MANUFACTURER
CAPACITY
Septic
140
geeing
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG.
Vemta Airintake
ROAD
Septic
fi I
Dosing
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer
Model mber
fTDH
TDH
Friction Loss
S Head
Ft
Forcemain
Dia.
Dist. to Well
SOIL ABSORPTION SYSTEM
SED/TRENCH
Width r
Length s
No. aTrtnches
PIT DIMENSIONS
No. Of Pits
Inside Dia.
Liquid Depth
DIMENSIONS
^,
SETBACK
SYSTEM TO
PA-
JBLDG
IWELL
LAKE/STREAM
LEACHING
ManufaGurer:
INFORMATION
CHAMBER OR
UNIT
r rtt-JS.f/�
Type Of System:
�cv'v1ZJ�l0 R
r
�2
/
IV�t'
/ lr=
Model Number. �
1V
a�
a � oar
DISTRIBUTION SYSTEM
- /0"-/6 30 dafz.t�—
HeaderlManifdd //
Distribution
z Hole Size
x Hole Sparing
Vent to Air Intake
4
\
Length Dia
Length Dia Spacing
\
SOIL COVER z Pressure Svstems Only " Mound Or At -Grade S"In ms ONv
Depth Over
Bedrrrendt Center
11
—t
Depth Over
BedfTrench Edges
\
in Depth QQQf
Topsdl
xx Seeded/Sodded
xz
I
Yes & No
Yes
allNo
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:_/_/_ Inspection #2:_/_I_
Location: 1036 220th Avenue Star Prairie, WI 54026 (SE 114 SW 1/4 9 T31 N R18W) Green's Rolling
reen'sRolling Acres Lot 2 Parcel No: 09.31.18.
1.) AASM Description = `1i rc� 4,Jt� PtPt4ce1�Z�`` `��tt.... It�i..'
2.) Bldg sewer length = Z (
Of, amount of cover = r f ]�' I V
4
Plan revision Required? I% Yes No
Use other side for additional information
SBD-6710 (R.3/97) Date Inse s Inatum Carl. No.
Safety and Buildiogs Division
County
as
Visconsin
201 W. Washington Ave., P.O. Box 7162
t L
��
Madison, W153707-7162
Sanitary/ Pennit Mud=(to be filled in by Co.)
De artment of Commerce
(608) 2663t51
--
Sanitary Permit Applicitionmm 'PN� ,
State Plan[D.Number
In wmrd with Co83.21. Wis. Adm. Code, personal iufomapon you I .
Project Address (if different Om tml"mg adthen)
may be used for secondary purposes Privacy 1Aw,si 5.04(IXm)
1. Application Information - Please Print All Information
� 0 ZZO M9--
Property Name -
Parcel# Lot Blacks
ProKAy owncesMaRmS Address
section
City, Sate
Zip(C�ode Plrone
Nurobrr
! of7
2 nro>
N; a W
IL q/' of Building (check all that apply) n
SubdrvisiooNt L96ta4m4t�
�CLpr2Parmly Dwdit- Number of Bedrooms /.�f�KGt ;y /,�X{�j
S ftLUJU
Pub_lidCommuaal-Describe Use
State Owned -Describe Uu
6ty7VBlageI'wnshipo l
tII. Type of Permit: ((beck only me box on line A. Complete Bate B if applicable)
A'
ew System
Replacement Sypern
TrnuumVHoWiog Tank Replacement Only
Other Modification so Existing Sysem
B.
Permit Renewal
Penmt Revision
Change of
Permit Transfer to New
list Prcvrom permit Number and Date Issued
Before Expiration
Plumper
Owner
-
IV. Type of POWTS S Check all that apply)
co-Pn� InGmand Mound 2t 24 in. of suitable soil Maud <24 is of suitable and At -Grade Single
Consu ctcd Wedand Pressurized rn Holding Tank Rat Frffer Aerobic TreaCacat Unit �piO�g Sand me.
Recirrn S ndmfic Media Filter Clamber Line Grevel4m other (ex ,(�C.V
V. Dispersalffreatment Area ormation:
Design Row (gpd) Design Soil Application Rak(gpdtt)
Osspusel A[ea Regaued (sU
DnwW Am Apposed (aUsylaw
6ao
8��
3
VL TaIl k bdo
Capacity in
TOW
Number
Manufacturer
Prew
site
Sled
Plastic
Gallons
CiaHons
of Units
Cornett
Compacted
New
Evadtg
Tacks
Tada
-
Seprc w NoldosTaak
S�
AadttTteatmms Uws
-
Doeeg CTambea
VD. Responsibility Statement- I, the aresponsib dity for installation of the Powls shwa oa the attached Flam
flu Name (Fria)
flamhef
MP Nurubtr
Business Phone Number
�r
�z6
Plumber's Addree (SUM try, Sh_m, /
/(f %'J 0
VID.
t Use only
Appro
Disapproved
&uPermit Fcc Cudoda Grmndwaw
surduy
Date tmwd
Ageat Si�gnsm (No save)
Owner Given Reason for Denial
Sd- a Fee) �.y�
� 7v �
ZQD
IX. Conditions orApprov"easons for Disapproval (x; 1
1�"+wha-
SYSTEM OWNER: n r
1 Septic tank, effluent filter and 34P a "w
dispersal cell must all be serviced / maiatdnad
as per management plan provided by plumber,
2. All setback requirements must be maintained�`/ sj.-
as per applicable code/ordinances. 6a� ',.`���- AJ
Attaet. cwgikk pram (to she C-ady o*) for the sys" ad paper act tea than SW a 11 aches b aloe
PROJECT David Green
SE 1/4 SW 1/4S 9
�OT PLAN
ADDRESS 1047 220th Ave New Richmond Wi 54017
/Tjff N/R 18 W TOWN StarPralrle COUNTY ST.CROIX
MPRS Shaun Bird 226900 DATE9128104 BEDROOM 3/4
CONVENTIONAL XXX IN-GR D PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 933 i of chambers 30
BENCHMARK V.R.P. Topof 1/2" Pipe ASSUME ELEVATION lea' Filter Zabel A-100
❑ BOREHOLE O WELL a H. R.P. Same as Benchmark
Plans Designed Using SYSTEM ELEVATION 96.5/96.1/95.7 5' below grade
Conventional Powts Vcut
Manual Version 2.0
>6„ Standard Biodiffuser
Alternate Benchmark Top of 1/2" pipe @ 100.ObfCover Leaching Chamber
with 31.1 ft2 of Area
Well is to meet all
setbacks required by
WDNR
I
ale is 1" = 40'
lnless otherwise
toted
721'
Property
Line
B-2'
ST
30'
3-3' X 63' Cells with >3' soacine 10'
9% Slope
330'
30'
6' 111 Long
„
3 bedroom
[se, being sized
a future 4th
System Elevation
30'FA
To 220th Ave
10
1010perty Line
C 57-- Zoe- 12ce
rig Department of S IL V
t Safety and ► ) in ord ce o i D r= rs Professional Services r V
#2042
Page 1 of 4
Schmitt Soil Testing, Inc.
-b,..•.- ]1 JTv, r-
m es in s' PlamMbtll 12 Z
Attach complete site plan on paper not less titTreference
include, but not limited to: vertical andlhorizonpoint (BM , direction and
percent percent slope, scale or dimensions, north arrocation and di ance t�2.roix C u
print all inon. COmmunity Devel
Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.0/(1) (m)).12020
u nty
LIJ St. Cron
(Parcel I 038-1235-02-000Please
yye�
ay(6
Property Owner
Green, Michael D.
Property Location
Govt. Lot SE1/4, SW1/4, S9, T31N, R18W
Property Owners Mailing Address
1036 220th Ave.
Lot #
2
Block #
1
Subd. Name or CSM#
Green's Rolling Acres
City State Zip Code Phone Number
New Richmond WI 1 54017 1 715-497-2594
❑ City ❑ Village [-I Town Nearest Road
Star Prairie I 220Th Ave.
❑ New Construction Use: IN Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
® Replacement ❑ Public or commercial - Describe:
Parent material Glacial Till (Amery -Cromwell Sandy Loam) Flood plain elevation, if applicable NA ft.
General comments Replacmenl area is suitable for a conventional in with a 0.7 atxllsafl rate- Possible system elevation for the replacent area is
and recommendations: (4 - 45' stepped trenches) 95.9, 95.2, 94.6 7 01. of area is 10%.
,wry! 6A- o*- l ale 3a
4]
Boring # L' Boring A4cv / ti r 2t 2. jCr7S .
[ , PR Ground surface elev. 96.23 it. Depth to limiting factor 84+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
•Elf#1
•EW
1
0-8
10yr3/3
none
sl
2mgr
mvfr
as
2m,2vf
0.6
1.0
2
8-22
7.5yr4/4
none
sl
2msbk
mvfr
gw
2m,2vf
0.6
1.0
3
22-84
7.5yr5/6
none
1s
Osg
ml
—
--
0.7
1.6
ELI
Boring # ❑ Boring
® Pit Ground surface elev. 98.28 ft. Depth to limiting factor 84+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
ConsistenceBoundary
Roots
GPDW2
•EmPt
•Elr#8
1
0-8
10yr3/3
none
sl
2mgr
mvfr
as
2vf
0.6
1.0
2
8-16
7.5yr4/6
none
grsd
2msbk
mfr
gw
lvf
0.4
0.6
3
16-27
7.5yr4/4
none
girls
Osg
ml
gw
--
0.7
1.6
4
27-84
10yr5/6
none
Is
(I
ml
--
---
0.7
1.6
'Effluent #1 = BOD s> 30 < 220 mg1L and TSS >30 < 150 mg/L ' Effluent #2 = BODE c 30 mg/L and TSS S.30 mg&
CST Name (Please Print) Signature. CST Number
Thomas J. Schmitt oz�227429
Address Schmitt Sal Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, W154017 5/18/2020 715-760-1978
S13134330(x07N0)
Property Owner Green, Michael D. Parcel ID8 038-1235-024M
Page _4_of 4
a
Boring 0 ❑ Boring
Q Pit Ground surface elev. 95.88 ft. Depth to limning factor 86+ in. oil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/W
'Eftal
'E1s{2
1
0-8
10yr3/3
none
sl
2mgr
Will,
as
2vf
0.6
1.0
2
8-28
7.5yr4/6
none
sil
2msbk
mfr
gw
lvf
0.6
0.8
3
28-76
10yr5/6
none
s
0s9
ml
as
—
0.7
1.6
7.5yr4/6
none
sl
Om
IT*
—
---
0.2
0.6
Of 9Y0
104
Boring 8 ❑ Boring
® Pit Ground surface elm. 95.78 ft. Depth to limiting factor tin. Soil Application Rate
Fbnzon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM2
*Eaai
•EI1W2
1
0-9
I0yr3/3
none
sil
2mgr
mvfr
as
2m,2f
0.6
0.8
2
9-17
10yr3/4
none
sil
2msbk
mfr
gw
2m,2f
0.6
0.8
3
17-32
7.5yr4/6
none
sd
2msbk
mfr
gw
lvf
0.4
0.6
4
5yr4/4
7. yr6/6
7.5 /2
sill
im�k
mfr
—
— —
0.4
0.6
❑ Boring
BOnng # Pil Ground surface elev. ft. Depth to limiting factor in,
❑ Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
!Consistence
Boundary
Roots
GPDIft'
-EfW
•EI/a2
I
Effluent Ml = DOD? 30 < 220 mg/L and TSS >30 < l50 mg/L ' Effluent #2 = SODS <- 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-31 S 1 or TTY 608-264-8777.
SBD,8330 (R07N0) SdWW SDI Texarg, Inc.
Conducted for: Michael D Green
1036 22Oth Ave.
New Richmond, WI 54017
PID: 038-1235-02-000
SE1/4 SW1/4 S9 T31 N R18W
Town of St. Joseph
Conducted by: Thas�J-. �rL��rrCt�
C` ST 2 42;1
5/18/2020
PROPOSED DRAINFIELD
4 (3' X 75 TRENCHESI
faT: •\
87 10%Slone
94'
LOT 2
Greens' Rolling Acres
WELL
/ AGM 1 100.9 Top of 2' Menthols over on Septic Tank
MOUSE
v By 2 100.23' Top of fadnsat Nola Fast vent pipe on ending tlroinfield
■ Soil Rodrigo, by Tom Schmitt
• Sod Bonngs by Shun BiN
or \
EXISTING SEPTIC TANK
31
NOTE There is an existing Zabel A-100 effluent filter\
but the pipe entering the septic tank has settled
down tipping the filter. this pipe will need to be
fixed.
220TH AVE
St Croix County, WI
Legend
lakes and RNan
Rlvana W Streams
— IMantHes
US Higtmays
State Hlg"s
County HVImM s
Local RoaCe
Rustic Roade
Ramps
Road Right of Way
rna v..e
R•btl
v<.a
vewe vwv
Railroads
— Conveyance Division
0 20 40 60R
DISCIAIMER: This map is not gua mead to be
a=Mde commt, currant, or complete and
oundusiuns drawn are Me responsibility of to
uaer.
�>OeVAa
ww .
d`