HomeMy WebLinkAbout25-51SRequest for Sanitary Inspection (24 Hrs. in Advance)
Fax or email this form to Zoning Dept (24 Hrs.) prior to when you want an inspection
Fax (715) 373-0114 or Email zoning(aDbayfieldcounty.wi.gov
Note
fl Time Change fl Discrepancy fl Other
Phone Number
715-634-8176
Plumber:
Travis Butterfield
Fax Number
Email Address
Homeowner:
Patrick Duffy
office@butterfielddrilling.com
Immediate Phone Number So Zoning
Sanitary
25 51 S
Dept can call you right back (if needed)
Permit #:
715-558-6472
Plumber's Choice
4i g Dept
No Inspection(s) during this time
Date:
10/28/25
Tuesday (9:30 am - 12:15 pm) (Tracy)
Time:
Plumber's Choice
ing Dept
Township:
Barnes
Address # &
Road Name:
or
5435 James Rd
Directions
To Site:
Comments:
NOT SURE IF THIS IS TRACY'S OR NOT, IF
IT IS WE CAN
SCHEDULE AFTER 12:15
** Plumbers you must verify any change(s) by fax or email **
Notes from
July 2025
8 �
Industry Services Division
(_nnnral Information
PATRICK T DUFFY
16269W RADIO HILL RD
HAYWARD WI 54843
Infnrmatinn
Private Ons,ite Wastewater Treatment
Systems ( POWTS) Inspection Report
(Attach to Permit)
City Li Village LJ Town
Shack toff
County
p
Sanitary
ermit No:
State Plan'Transaction ID#:
Parcel Tax No:
/A`/3
TYPE
MANUFACTURER
CAPACITY
Prop. Line
Well
Building
Air Intake
Road
septic
yyr
1,Z
N/A
Dosin
N/A
Aeration
N/A
Holding
Pump / Siphon Information
Pump Manufacturer
ump Model
Demand
GPM
Filter Manufacturer
Filter Model
TDH
Lift
Friction Loss
Head
Total
Forcemain
Length
Dia
Dist. To Well
Type of Cell Manufacturer:
Model Number.
Pretreatment Unit
Manufacturer:
Model Number:
Elevation Data
STATION
BS
HI FS ELEV
Benchmark
0
b eO
Bldg. Sewer
3
5 7 y �3
Tank Inlet
Tank Outlet
'r"
c, 6 7 g
Dose Tank Inlet
Dose Tank Bottom
Inst. Contour
Header/Manifold
, o Cl
Distribution Pipe
Infiltrative Surface
,
Final Grade
Header/ Manifold Distribution Pipe(s) X Hole Size X Hole Observation Pipes
Length Dia Length Dia Spac Spacing ' ❑ Yes ❑ No
Cell Center I Cell Edges Topsoil 0 Yes 0 No
3OMMENTS: (Include code discrepancies, persons present, etc.)
0/aq AN of yy,h ;K lwtG
Tan1W/Jae/44 A4ii
/3d)l- Covered w/a:r'
Ian revision required? ❑ Yes No IO ��
;e other side for additional inform ion. I
1257 k2f2tt.t14__I
Date POWTS Inspector's Signature
:an.F71n (P nv21i
❑ Yes ❑ No
License Number
A
Property Owner
Information
BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT
Telephone: (715) 373-61$8 Bayfield County Courthouse
Fax: (715) 373-0114 Post Office Box 58
e-mail: zoning(a)bavfieldcounty.ora 117 East Fifth Street
Web Site: www.bayfieldcounty.org/147 Washburn, WI 54891
PATRICK T DUFFY
16269W RADIO HILL RD
HAYWARD W1 54843
As you know /iU.//er &&/L was contracted by you to install a private
onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due
for servicing please go to www.septicsearch.com
Notes
Abandonment of Old System to meet all applicable code requirements:
Tank was pumped by:
Tank was crushed / removed and pipes disconnected by:
on
at AM/PM
On __D 'Z✓ at /21.7 (AM /& he above -mentioned plumber contacted our office to
conduct a pre -cover inspection as required under DSPS 383. One of the following applies:
System was inspected and appears to meet all applicable code requirements.
❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision
is necessary because the installation was substantially different than the original approval.
❑ System could not be inspected because plumber covered prior to scheduled time of inspection.
❑ System could not be inspected because plumber was not ready at scheduled time of inspection.
County was unable to return to complete inspection.
❑ System could not be inspected because plumber was not ready at scheduled time of inspection.
A re -inspection and $50 fee are required.
❑ System could not be inspected because County could not respond to plumber's time constraints.
Comments:
U/(arms/sanit arypropertyowner-Input
April 2019
f'
,.�nM`T"F�o,� � Department of Safety County
;.75 " OO 5j & Professional Services e I d
Sanitj P t Nu ber (to be filled in by Co.)
sj ! Industry Services D'
aP is
Sanitary Permit Applicationuu AY 2 �ran&tion Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit L
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS d s bi 3tftt(to ss (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. 5c3,5 �'rAin c s RJ
I. Application Information — Please Print All Information
Property Owner's Name Parcel # T Y 10. 1 a y -3
Property Owner's Mailing Address Property Location
• Govt. Lot £_
City, State I Zip Code Phone Number
lady W&rA W� aY3 -71S- 3Lly i'/s,_ `/., Section bZZ
H. Type of Building (check all that apply) Lot # T.' / N R 04 r W
)(1 or 2 Family Dwelling —Number ofBedrooms Subdivision Name
Block #
❑ Public/Commercial — Describe Use
0 City of
❑ State Owned — Describe Use CSM Number 0 Village of
���'► # 1� Town of &r•ne5
von. fl .�c.5
III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if
aplicabIe.)
A. ❑ New System Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain)
B. ❑ Holding Tank 'In -Ground 0 At -Grade ❑ Mound 0 Individual Site Design ❑ Other Type (explain)
(conventional)
C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber El Transfer to New Owner ist Previous Permit Number and Date Issued
Expiration
IV. Dispersal/Treatment Area and Tank Information: QJ 41% r a.,i .s.tj df cnd
Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) Dispersal Area Proposed (sf) I System Elevation
300 0.7► 44 ag f 9$: 93.00
Capacity in Total # of Manufacturer ,
Tank Information Gallons Gallons Units
New Tanks Existing Tanks
Q..O ri ,,, ce W C7 P.
Septic or Holding Tank .7 75O ' er4Q
Dosing Chamber
V. Responsibility Statement- I, the undersigned, assume responsibility for in tallationof the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's ature MP/MPRS Number Business Phone Number
'r'no1usr,�'ie Id G5a879' 715-103'1-81"7
Plumber's Address (Street, City, State, Zip Code)
/4'3'/t w Sta+c Road 7i Hayw�crd, W= 64 By3
VI. County/Department Use Only
Approved 0 Disapproved Permit Fee Date Issued Issu'ng A i re
❑ Owner Given Reason for Denial qoo—
Conditions of Approval/Reasons for Disapproval , ,,Q
-aC U &t C( -
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 Inches in size
SBD-6398 (R. 03/22)
PAGE 1OF4
4
In -Ground Gravity Plan 115)E G E 1 1 E
Index & Cover Sheet MAY .2 3.2025
Component Manual Design References:
In -Ground Soil Absorption for POWTS Version 2.1 (May 202 15 ° Zoning Dept.
Pg 1 of 4 Index & Cover Sheet
Pg 2 of 4 Plot Plan
Pg 3 of 4 Dispersal Area Cross -Section & Plan View
Pg 4 of 4 Management Plan
Attachments:
Enclosures:
POWTS App
lication for Review
Soil Evaluation Report & Site Ma
Project Name / Description
Duffy - James Rd
Owner Name(s): Patrick T Duffy
Owner Address: 16269W Radio Hill Rd; Hayward, WI
Phone: 715 - 296 _ 3443
Zip: 54843
Project Address: 5435 James Rd
Govt. Lot: _____ NW 1/4 of SE 1/4, Section 02 , T 44 N -R 09 E ❑ or W ✓
Township: Barnes County: Bayfield
Project Parcel ID #: 04-004-2-44-09-02-3 05-004-06000 (TAX ID: 1243)
Designer Information
Designer Name: Travis Butterfield
Designer Address: 14346W State Road 77; Hayward, WI
E-mail: office@butterfielddrilling.com
License Number: 652879
Phone: 715 _ 634 _ 8176
Zip: 54843
This space reserved for approval stamp.
Remarks:
Signature:
Date. os / I
Original signature required on each submitted copy. t
PLOT PLAN
SCALE = 1:40 �EE
g� '.n 0
0)
0 10 25 40 50 80r C
M o
N
5435 James Rd
Lot 1, CSM #14 v.1 p.265
Sec. 02, T44N, R09W'
� m
Town of Barnes o
Bayfield County
TAX ID: 1243
BM = Nail w/ Ribbon in 14" Red Pine
Proposed Well
UPPER \�
EAU CLAIRE \
LAKE
N
BM B3
ST = 750 gal. prefab concrete septic tank made by Superior
Precast with Lifetime LT -118 Filter
AA = Absorption Area consisting of two cells, spaced >3ft
apart containing a total of 22 Quick 4 Plus Chambers
** Existing system is to be properly abandoned
o
a,
4" PVC Sch 40 ASTM F891
To James Rd
--3
ELEVATIONS
BM=100.00ft
BI = 97.75 ft
B2 = 97.00 ft
B3 = 97.50 ft
Lake = 88.50 ft
Page 2 of 4
IN -GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with Quick4 Standard -W Chambers
3 -ft Trench (down -sizing credit)
,ll��lll •
min. 12"
(typical)
Septic Tank(s) Manufacturer:
Superior Precast
Septic Tank(s) Volume(s):
750 gal gal gal gal
Effluent Filter Manufacturer.
Lifetime Filter LLC
Effluent Filter Model #: LT -1 /8
12"
min. trench
depth
(typical)7��
•' TYPICAL TRENCH
CROSS SECTION VIEW
(NoScale)
System Elevation = 93.00 ft
(typical)
Quick4 Standard -W
w/ End Cap (Show location of inlet / outlet pipe connection on plan view.)
(typical) rt/u1L------------�---------�---
g= 47 ft
(typical)
INSTALL PER TRENCH:
11 Quick4 Std -W @ 20 ff EISA/chamber = 220 ft2
+ 1 Pairs of end caps @6 ft2 EISA/pair = 6 ft2
Provide minimum 3 ft
separation between trenches.
Observation Pipe
(typical)
Install per manufacturers
/ instructions.
A = 3.0 ft
i (typical)
TYPICAL TRENCH
PLAN VIEW
(No Scale)
�—Quick4 Standard -W Chamber
(typical)
(mfd by Infiltrator Systems, Inc.)
Install pursuant to manufacturers instructions.
= Proposed EISA per trench = 226
ft2 Required Infiltration Area =
429
ft'
x 2
trenches = Proposed Total EISA =
452
ft2
G)
ry
m
3
to
N
t
O
o
m
5
NZ
1'
1-a
CO
ti
o
CD
Distribution Method:
branched manifold El
I/,j�_ 11{G��//�E r4OI4
F 4
In -ground Gravity Management PI4 I
IMPORTANT: 1111 MAY 2 3 2025
The owner of this in -ground gravity system shall be responsible for its perpetual operation and3 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 = 300 gpd; BOD5 ≤ 220 mgL"1; TSS ≤ 150 mgL"'; FOG ≤ 30 mgL-1
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 (i.e., 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 (i.e., 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, etc.)
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 tanks) 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 (1/3) 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: Butterfield Inc
Local government unit: Bayfield County Planning & Zoning
Local government unit address:
Phone: 715-634-8176
Phone: 715-373-6138
117 E 5th Street P.O. Box 58 Washburn, WI' ZIP: 54891
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.
C —00 Department of Safety
S S5�(� Services,
& Professional
IS Z7�n
Industry Services Di 'sitlltl
l5
County
1 e I d
P
it Nu fiber (to be filled in by Co.)
�5-Sl S
Sanitary Permit Application MAY 2
n ion Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS $ByfeIdtQ(10
ss (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats.
(�
593. Tlem e _s Pct
I. Application Information — Please Print All Information
Property Owner's Name
Parcel # Tex 1 D t 14,43
r: e.V T
•o�
Property Owner's Mailing Address
Property Location
ILGtd tVi R
Govt. Lot._ a/
City, State
I Zip Code
Phone Number
ward WT
$Y3
71 S• )9 (.- 3 y y 3
l "A. C /a, Section b
AIlI-la
T N N R pg•ce rW
II. Type of Building (check all that apply)
Lot#
Subdivision Name
V1 or2 Family Dwelling— Number of Bedrooms e1
1
Block #
❑ Public/Commercial — Describe Use
O City of
❑ State Owned — Describe Use
O Village of
CSM Number
C� n ly
tl^��j
WTown of L7r^. r11e 4
III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box online B. Complete line C if
applicable.)
A.
❑ New System
Replacement SystemExisting
❑ Other Modification to System (explain)
❑ Additional Pretreatment Unit
(explain)
B.
❑ Holding Tank
'!n -Ground
❑ At -Grade
❑ Mound
❑ Individual Site Design
❑ Other Type (explain)
(conventional)
C.
❑ Renewal Before
❑ Revision
❑ Change of Plumber
❑ Transfer to New Owner
List Previous Permit Number and Date Issued
Expiration
IV.
Dispersal/Treatment Area and Tank Information: 1 Caly; CK 4 Plus C-,caabe is earla xta oP end
Design Flow (gpd)
Design Soil Application Rate(gpd/st)
I Dispersal Area Required (sf) I Dispersal Area Proposed (st) I System Elevation
30O
0.`7
4439 SSJ 93.0O
Tank Information
Capacity in
Gallons
Total
Gallons
# of
Units
Manufacturer
m "
m °o
U '�„
p;
rn
.o ^
9
m
New Tanks
Existing Tanks
Septic or Holding Tank
—
750
1
upeor 1' ,/7
Dosing Chamber
V. Responsibility Statement- I, the undersigned, assume responsibility for in collation of the POWTS shown on the attached plans.
Plumber's Name (Print)
Plumber's amre
I MP/MPRS Number
I Business Phone Number
Y u:s $u4}er1e ld
G5a879
715-6034 8)7
Plumber's Address (Street, City, State, Zip Code)
/5'396 ev Sta+e Rose► 77 Hayt.✓crd, W2 5''} 813
VI. County/Department Use Only
Approved
❑ Disapproved
❑ Owner Given Reason for Denial
Permit Fee
Q0
Date Issued
��L
k)
Lssu'ng A fig re
Conditions of Approval/Reasons for Disapproval
lt�y k�l/'� aA-r Vl /'�•/
ac
Attach to complete plans for the system and submit to the County only on paper not less than 8 In x I1 inches in size
SBD-6398 (R. 03/22)
Wisconsin Department of Safety & Professional Services J, . Page_Lof '/
Division of IndustryServices MAY 2 5 ti SoI r.s
SOIL EVALUATION REPORT
Barfild Co. Zoning Dcpt
�UL In accordance with SPS 385, Wis. Adm. Code County
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, t3G
td
but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. T A9► 1O t 1 'i3
scale or dimensions, north arrow, and location and distance to nearest road. ._ajg.
Please print all information. R Date
IPersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). % O,
Property Owner
9a�IrIeK T
Property Owner's Mailing Address
1 c0 a 9 • 1a: >
City, State, Zip I Phone Number
•4a WS ( 'il5) a96 •
Property Location
Govt. Loth N W 1/4 S '/ S O a T I4 N R u 9 E (or) W
Site Address or CSM and Lot #:
Lrs+lri M N 14 vo1.1 ., Sy
❑ City ❑ Village Town Nearest Road
T&se C S `S C1
❑ New Construction Use: 0 Residential/ Numberof bedrooms Code derived designflow rate 30o GPD
Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft.
Parent material Se ey b.,1 esa.s
General comments and recommendations:
Neon t &C.2 I n G' ua
Boring #
❑ Boring
Pit Ground surface elev.9'7•7Sft. Depth to limiting factor ?J C& in.1 elev. ft.
Sail Anolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
1
o-'
3/
....
Cr-
0.7
1.
y
J
Di
0.7
!.
� - jog
7.5t R s/Y
S
1
J4
C.
1.
# DBoringBoring
Pit Ground surface elev. g%uOft. Depth to limiting factory 10D in. / elev. ft.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1 S
*Eff#2
_
1 O Y R 3/a
--
ca
_►s
0.7
I.
3
•%. 3`! R 41 1
r
5
(
b.7
J. �p
N
/Y
M
—
)
O.7
I.(.,
CST Name (Please Print)
Signature
dg'1a
CST Number
G G 8 $
Id A itTh
/
Address
Date aluation Conducted
Telephone Number
)Li td r k1S y
719- 3'I -$17
Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD,.5 30 mg/L and TSS s 30 mglL
SBD-8330 (R03122)
.0d A5o (d'45 .
❑ Boring
3•
Boring # Pit
Siltij
Page of
Ground surface elev. °�'7. jh JOE
) in. / elev. ft.
liii HAY 231U1
hf/i
Soil Aaolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consi i e t
. E ch i aoe
voots
GPD/Ft2 -
*Eff#1
*Eff#2
-�
1 0`tR�/
td
iv.�
.l�
v•7
f. 1.
Y 4
—1c
C
fir'•.
oi
i • iv
3
ig.S1.
• j
-�
S
r• 1
o .'P
I.(
7.SYR s/q
—5
��,w
—
�F
.�r
% .
Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
I Soil AoDlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
1:1 Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft.
Soil Anolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
* Effluent #1 = BOD > 30 s 220 mglL and TSS > 30 5150 mg/L * Effluent #2= BOD, 5 30 mglL and TSS 5 30 mg/L
SCALE = 1:40
0 10 25 40 50 8
a
5435 James Rd
�'
Lot 1, CSM #14 v.1 p.265
Sec. 02, T44N, R09W
u
Town of Barnes
nnn
Bayfield County
��
c
TAX ID: 1243
o G'
BM = Nail w/ Ribbon in 14"
Red Pine
UPPER \�
EAU CLAIRE \
LAKE
Proposed Well
Proposed
2 Bdrm
Dwelling
oc
A
BM 63
v�
OAer: ?'Ie . T111 �d
1 I. a�4 w �t�. M
7i'S -��c.-34443
f
B1
lsr a 4 01$.lam/ate
A S ee.&g&45 r
14 3N l.L+� $ k Road 7
I�c�ywa�a.wt S^-!8'13
715 -4,3W-517 (P
To James Rd
ELEVATIONS
BM=100.00ft
BI = 97.75 ft
B2 = 97.00 ft
B3 = 97.50 ft
Lake = 88.50 ft
Pr 7a 304Y
SOIL PROFILE
SHEET
MAY 2 3 2 025
OWNER: ?a}e;cK 'i
1.�"�C �t�� SOIL TESTER:
Bayfield Co. Zoning Dept.
SYSTEM ELEVATION:
LOAD RATE: ____SYSTEM
SYSTEM RANGE: 9l. C�C� to 95. CSO
cc
cr7175
--
Se4v
==
Sy.s
__
--------
9--
� -- ---
__ --
---
__
q�.00
-
3FT--
---
------
---
4 N S %Ili --
---
--
---
90
Sn1L
__
---
--
89 ____
____
--
LA14E L.EV EL.::
-- ---
—__
—--
Feel-
--
--- j)a A4
---
27
8� --
-- ------
--
---
Page L of L
SUPERCONCRIUER 1,000 1 -Compartment Tank[13)
SUPERI®R
PRECAST TE OP A CD BETE
TOP VIEW 1111MAY 2.3 Z U 15
s9-lr�?'► ~u oning'Dept.
Weight lm lbs)
Tank ,81:
Lad: 3,683
r
ts.
by
1
Product File No: This is proprietaryinformation. and remains the propertyof Superior Precast Concrete, LLC. R.3 05-19-2024
• II
Real Estate Bayfield County Property Listing Property Status: Current
Today's Date: 5/14/2025 MAY 2 Z 0 l h Created On: 3/15/2006 1:14:44 PM
ifyfield Go. Zoning Dept.
L Description Updated: 10/30/2024 Ownership Updated: 10/30/2024
Tax ID:
PIN:
Legacy PIN:
Map ID:
Municipality:
STR:
Description:
Recorded Acres:
Calculated Acres:
Lottery Claims:
First Dollar:
Zoning:
ESN:
Tax Districts
1243
PATRICK T DUFFY
HAYWARD WI
04-004-2-44-09-02-3 05-004-06000
004104503000
Billing Address:
Mailing Address:
PATRICK T DUFFY
PATRICK T DUFFY
(004) TOWN OF BARNES
16269W RADIO HILL RD
16269W RADIO HILL RD
S02 T44N R09W
HAYWARD WI 54843
HAYWARD WI 54843
LOT 1 CSM #14 V.1 P.265 (LOCATED IN
GOVT LOT 4 & NW SE) IN V.901 P.425
Site Address * indicates
Private Road
358C IM 2004R-494345 IN DOC 2024R
5435 JAMES RD
BARNES 54873
605227
2.083
2.083
Property Assessment
Updated: 10/4/2016
0
2025 Assessment Detail
Yes
Code
Acres Land Imp.
(R-3) Residential -3
Gi-RESIDENTIAL
2.090 222,700 67,100
104
1
04
004
041491
001700
' Recorded Documents
2 -Year Comparison
2024
2025
Change
Updated: 3/15/2006
Land:
222,700
222,700
0.0%
STATE
Improved:
67,100
67,100
0.0%
COUNTY
Total:
289,800
289,800
0.0%
TOWN OF BARNES
SCHL-DRUMMOND
TECHNICAL COLLEGE
®' Property History
N/A
Updated: 3/15/2006
® WARRANTY DEED
Date Recorded: 10/24/2024 2024R-605227
® TERMINATION OF DECEDENT'S INTEREST
Date Recorded: 10/24/2024 2024R-605226
® CONVERSION
Date Recorded: 494345 226-342;901-425
PAGE 1OF4
4
In -Ground Gravity Plan 1 6 d E D
Index & Cover Sheet uV MAY 2 32025
Component Manual Design References: RRaavvi� t o. Zoning Dept.
In -Ground Soil Absorption for P0WTS Version 2.1 (May 20ZZ�2�
Pg 1 of 4 Index & Cover Sheet
Pg 2 of 4 Plot Plan
Pg 3 of 4 Dispersal Area Cross -Section & Plan View
Pg 4 of 4 Management Plan
Attachments:
POWTS Application for Review
Soil Evaluation
Project Name / Description
Duffy - James Rd
Owner Name(s): Patrick T Duffy
Owner Address: 16269W Radio Hill Rd; Hayward, WI
& Site Ma
Phone: 715 296 3443
Zip: 54843
Project Address: 5435 James Rd
Govt. Lot: NW 1/4 of SE 1/4, Section 02 , T 44 N -R 09 E ❑ or W 0
Township: Barnes
County: Bayfield
Project Parcel ID #: 04-004-2-44-09-02-3 05-004-06000 (TAX ID: 1243)
Designer Information
Designer Name: Travis Butterfield Phone: 715 -634 _8176
Designer Address: 14346W State Road 77; Hayward, WI
E-mail: office@butterriielddriIIing.com
License Number: 652879
Remarks:
Zip: 54843
This space reserved for approval stamp.
Signature: Date: os / 19 / a s
Original signature required on each submitted copy.
SCALE = 1:40 l�
:v m
0 10 25 40 50 80 C
M N
5435 James Rd nn` , a
U
Lot 1, CSM #14 v.1 p.265 w^ S
Sec. 02, T44N, R09W
Town of Barnes
Bayfield County
TAX ID: 1243
BM = Nail w/ Ribbon in 14" Red Pine
UPPER
EAU CLAIRE
LAKE
I']
Proposed Well
I ST = 750 gal. prefab concrete septic tank made by Superior
Precast with Lifetime LT -1/8 Filter
AA = Absorption Area consisting of two cells, spaced >3ft
apart containing a total of 22 Quick 4 Plus Chambers
A, 1 tI ** Existing system is to be properly abandoned
Existing Garage
Driveway
i2 i /q�so
a
L
sed STs B1
rming 5aQi
�. 4" PVC Sch 40 ASTM F891
BM B3
To James Rd
ELEVATIONS
BM = 100.00 ft
81 = 97.75 ft
B2 = 97.00 ft
B3 = 97.50 ft
Lake = 88.50 ft
Page 2 of 4
IN -GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with Quick4 Standard -W Chambers
3 -ft Trench (down -sizing credit)
SOIL COVER
min. 17
(typical)
Septic Tank(s) Manufacturer:
Superior Precast
Septic Tank(s) Volume(s):
750 gal gal gal gal
Effluent Filter Manufacturer.
Lifetime Filter LLC
Effluent Filter Model a: LT -1 /8
12"
min.trench
depth
(typical)IL \\J 'J< ' TYPICAL TRENCH
CROSS SECTION VIEW
I ° (No Scale)
System Elevation = 93.00 ft
(typical)
Quick4 Standard -W
w/ End Cap (Show location of inlet / outlet pipe connection on plan view.)
(t 'cal)
YPi
L--------------------7'---
B= 47 ft
(typical)
INSTALL PER TRENCH:
11 Quick4 Std -W @ 20 ff EISA/chamber = 220 ft2
+ 1 Pairs of end caps @6 fe EISA/pair = 6 ft2
= Proposed EISA per trench = 226 ft'
Provide minimum 3 ft
separation between trenches.
Observation Pipe
(typical)
Install per manufacturers
ctions.
TYPICAL TRENCH
PLAN VIEW
(No Scale)
TA=3.0ft
(typical)
lard -W Chamber
(typical)
(mfd by Infiltrator Systems, Inc.)
Install pursuant to manufacturers instructions.
Required Infiltration Area = 429
x 2 trenches = Proposed Total EISA = 452
O
rTl
a
9
v
?Th
O
W
a
N
N
C
U9
v
r
ft2 Distribution Method:
ft' branched manifold El
RESET Si
AGE4OF4
In -ground Gravity Management PIA ! C d D IMPORTANT: a Li MAY 232025
The owner of this in -ground gravity system shall be responsible for its perpetual operation anc idiMIanEer4ing it 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 =
300
gpd; BOD5 ≤ 220 mgL 1; TSS ≤ 150 mgL-1; FOG 5 30 mgU1
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 (i.e., 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 (i.e., 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, etc.)
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 (1/3) 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 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: Butterfield Inc Phone:
Local government unit: Bayfield County Planning & Zoning Phone:
Local government unit address: 117 E 5th Street P.O. Box 58 Washburn, WI ZIP: 54891
715-634-8176
715-373-6138
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.
ss-
Private Sewage System MaAltenlance Agreement
W -Wed:b N111
SS'3S Te4rnes
As owner, I (we) do hereby certify the private sewage system will be installed in
accordance with the certified soil tester's report and approved plans and specifications
on file with Bayfield County Planning and Zoning Department. The system will be
operated in such a manner as to meet the designed plans. I (we) agree to maintain said
private system at the below listed location in accordance with rules established in the WI
Adm. Code, as from time to time amended. (COMPLETE Legal is required)
Mtt1 1/4 of X1/4 Section O'A Township 4'j N. Range b_W.
Additional Legal Description, Wy.4ot P.4JS MIc_ tw2Inryr•-41414C IM
Dec aoays-6osaW7
Town of Sac at S (Acreage) J•ob3 Gov't Lot L1
Lot Block Subdivision
Lot%CSM#P4 Vol. 1 Page JI, 5 CSM Doc # .tr4P33' S
® In -ground gravity
❑ Mound
DOCUMENT NUMBER
2025R-60771 1
DANIEL.. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY. WI
RECORDED
O6/O3/2O25 AT 1 1 :O3 AM
RECORDING FEE: $3O.OO
PAGES: 1
-Return To:
Planning aI
Z4irg r�p1rtVer
JUN 042025
❑ In -ground dosed ❑ In -ground pressure distribution Sewage System:
❑ At -grade Sewage System ❑ Other
Area
Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of
installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make
such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum.
Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided
above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components.
Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance
with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code.
Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified
septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three
(3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface.
Mounds, At -grade, and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when
the wastewater distribution cell component is inspected as provided above.
Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for
inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any
human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days
from the date of notice, In the event the owner does o_atMJJa posts within thirty (30) days, the owner specifically agrees that all the costs and charges
maybe placed on the tax roll as a special assessft4a�tpgMtqent of a human health hazard, and the tax shall be collected as provided by law.
E\ /C Iff
The terms and conditions of the agreement slr�i/I4' O ding up nd r*jje to the benefit of all current and future owners of such property.
Owner(s) Name(s) — Please Print
\(E,
Subscribed and sworn to before me on this date:
Pab �: c c T
C)"O%,
v�E�F\E
51 i z
Notarized Owner(s) — Signature(s)
11 f OF Vd
Notary Public
"1Smc.
My Commission Expi ,, :
3
a(o
Drafted by: _ Date: Os/is/as
Proofed by: _
u/forms/sanitary/septicm aintenceagreement
Revised July 2020
13MFI ELD Bayfield County
Planning & Zoning Department
117 E 5th Street
P.O. Box 58
Washburn, WI 54891
Phone: 715-373-6138
Fax: 715-373-0114
Property Owner:
DUFF?, PATRICK T
16269W RADIO HILL RD
HAYWARD, WI 54843
Description
Certified Soil Tests - Review & Filing Fee
Submission Number:
SR -00248
Transaction Number:
SR-00248-2D89D
Amount
$50.00
Total: $50.00
Payment Amount: $50.00
•
Reference: 4459
Paid by: Butterfield, 14346W State Rd 77, Hayward WI 54843
Payment Type: Check
Transaction Date: 6/12/2025
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
I3-YFIELD Bayfield County
Planning & Zoning Department
117 E 5th Street
P.O. Box 58
Washburn, WI 54891
Phone: 715-373-6138
Fax: 715-373-0114
Property Owner:
DUFFY, PATRICK T
16269W RADIO HILL RD
HAYWARD, WI 54843
Description
Private Sewage System (Septic Tanks)
Submission Number:
SS -00544
Transaction Number:
SS-00544-2D8D7
$400.00
Total: $400.00
Payment Amount: $400.00
Reference: 4459
Paid by: Butterfield, 14346W State Rd 77, Hayward WI 54843
Payment Type: Check
Transaction Date: 6/12/ 2025
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
BAYFIELD COUNTY
SANITARY PERMIT (#04)-25-51 S
STATE SANITARY PERMIT
OWNER: PATRICK T DUFFY
GOVT LOT: LOT: 1 BLK:
CSM:14 V.1 P.265
NW1/4 SE1/4 SEC:2,T44N,R9W
TOWNSHIP: Barnes
SOIL TEST: 50-25
REPLACEMENT SYSTEM
SYSTEM TYPE: Non -Pressurized In -Ground
PLUMBER: TRAVIS BUTTERFIELD
TRACY POOLER DATE: 6/12/2025
Authorized Issuing Officer
CHAPTER 145.135(2) WISCONSIN STATUTES
a. The purpose of the sanitary permit Is to allow 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 sanitary permit is valid and may be renewed for 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.
f. The sanitary permit is transferable.
History: 1977 c. 168; 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.
PREVIOUS PERMIT #:
LICENSE: # 652879
Condition: Properly Maintain System Per Recorded Agreement
THIS PERMIT EXPIRES 6/12/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION