HomeMy WebLinkAbout24-59S LewisF?•/ n 'A'
Industry Services Division
1400 E Washington Ave
P.O. Box 7162
Madison, Wl 53707-7K^
County B^F]€L^>
Sanitary Permit Number (to be fiUed in by Co.)^- ffis
Sanitary Permit Application
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of (his form to the appropriate governmental unit
is required prior to obtaining a sanitary pennit. Note: Application forms for state-owned POWTS are submitted to
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats.
Project Address (if different than mailing address)
I. Application Information - Please.Print All Information
Property Owner's Name
i:U<A^ .^M^ i^3Stnct Le^t^
Parcel #i <5&m
Property Owner's Mailing Address
<oS"2^Q ~ t^^ £c^
City, State ^
Cn^n ^-r
Zip Code
K>w<^
II. Type of Building (check all that apply)
1 or 2 Family Dwelling - Number of Bedrooms
D Public/CommereiaI -Describe Use
D State Owned - Describe Use.
Phone Number
Lot #
Property Location
Govt. Lot
N 1^%TSC Vi, Section ^>
jCcircle
-Ecr ^7 N: R S-1
Subdivision Name
Blocks
CSM Number
D City of.
D Village of
a Townof ^l^cfeM
HI. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A.B New System D Replacement System D Treatment/Holding Tank Replacement Only D Other Modification to Existing System (explain)
B.a Permit Renewal
Before Expiration
D Permit Revision D Change of Plumber a Peimit Transfer to New List Previous Permit Number and Date Issued
Owner
IV. Type ofPOWTS System/Component/Device: (Check all that apply)
D Non-Pressurized In-Ground D Pressurized In-Giound D At-Grade D Mound > 24 in. of suitable soil & Mound < 24 in. of suitable soil
D Holding Tank D Otfaer Dispersal Component (explain)_ D Pretreatment Device (explain)^
V. Dispersal/Treatinent Area Information:
Design Flow (gpd),
S>0f?
Design Soil AppUcatiogj(ate(gpdsf)oil Applicatiog/Ratt
L
Dispeisal Area Required (s3^Dispersal Area Proposed (sf)
3^e?
System Elevation100.^6
VI. Tank Info Capacity in
Gallons
New Tanks Elustmg Tanks
Total
Gallons
# of
Units
Manufacturer It&-M ^
s s«•§(SU PL,
Septic or Holding Tank ^:^0 4-<Mt^C(2-xDosing Chamber -^€Q'^t^ff\kf£ 't^Alt v
VII. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans.
Plumber's Name (Print)Plumber's Signaturefhn-WJ -T ^[th^\ '^7!^€^JI(/ t'J^i^ I 9^^ ^MP/MPRS Number Business Phone Number
^^-7^ff^5ns
Plumber's Address (Street, City, State, Zip Code)i^ie /e^ A^^s ^"^^/^
Vm. County/Department Use Only
Approved^3?^D Disapproved
a Owner Given Reason for Denial
Date Issued y Issuing Agent Signature
.5<3fi^^T7^,/^Q7^^W^7Sn"&. ?.)/WW6 tf W ^inw
^^ UJLTL^L^m^omx^^'.Attach to complete plans far the system and submit to the County only on paper not less than 8 in x 11 Inches in rize
SBD-6398(R0313)
^f\-
^Private Sewage System Maintenance Agreement ^
Owner(s) Name
ilM ^\ J-tj^^
Owner(s) Mailing AddressU§^o~"c^ {^. ^\^^[K
•its AddressI ^\^
^^
Tax ID #
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 Wl
Adm. Code, as from time to time amended. (COMPLETE Legal is required)
Sectioned _\ Township ) I N.^\ul 1/4 of -. Range
Additional Legal Description'
Town of 16-\\^£-\
aos^ps -sv/^^_w.
(Acreage)Gov't Lot
Lot.. Block.Subdivision
Lot.CSM#Vol..Page.CSMDoc#.
DOCUMENT NUMBER2024R-602423
DANIEL J. HEFFNER
REGISTER OF DEEDS
BAYFIELD COUNTY, WI
RECORDED
03/01,2024 AT 1 0:07 AM
RECORDING FEE: $30.00
PAGES: 1
Recording Area
Return To:
Planning and Zoning Department
D In-ground gravity
Mound
D tn-ground dosed
D At-grade Sewage System
D In-ground pressure distribution Sewage System:
Other
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 septfc 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-arade. and In-around 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.
Ownerfs) 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 not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges
may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law.
The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property.
i^TTp^"^0^^^^ °i^\
fepi^ bun^. LL4 S
Owner(s) Name(s) - Please Print Subscribed and sworn to before me on this
\^\/0^\L-E^YS
^OT4^
d-^LJ-
Notai
in bXDires:I'TT-y. s^y
Drafted
y-o^ U>u\h^Proofed by:
u/forms/sanltary/septicmaintenceagreement
Revised July 2020
Mound System Maintenance and Operation Specifications
Service Provider's Name
POWTS Regulator's Name
Design Flow - Peak
Estimated Flow - Average
Septic Tank Capacity
Soil Absorption Component Size
Type of Wastewatei
Septic and Pump Tank
Effluent Filter
Pump and Controls
Alarm
Pressure Systerr
Mouncj
Mis
Mike's Plumbing ; Phones
Bayfield County i Phonej
System Flow and Load Parameters
^00^
200
840
300
Domestic
gpd Maximum Influent Particle Size
gpd Maximum BOD5
gal Maximum TSS
ft2 Maximum FOG
Maximum Fecal Coliform
715-768-5115
715-373-6156
1/8
220
150
30
>10E4
Service Frequency
Inspect and/or service once every 3 years
Should inspect and clean at least once every 3 years
Test once every 3 years
Should test monthly
Laterals should be flushed and pressure tested every 1.5 years
Inspect for ponding and seepage once
ellaneous Construction and Materials Standards
in
mg/L
mg/L
mg/L
cfu/100 mL
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,and are secured in as shown in the mound component manual.2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code.3. Alj gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.4. Tjllage of the basal area is accomplished with a mold board or chisel plow.5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished
6-8" Diameter Lawn
Sprinkler Valve Box
Distribution
Threaded Cleanout
Plug or Ball Valve
Long Sweep 90 or Two45 Degree Bends SameDiameter as Lateral
Project: BAYFIELD - LEWIS Page 5 of 9
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code, and shall maintained in accordance with its'component manuals
[SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01,
R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS
components.Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for
service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure
must be replaced. Biposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental
or unauthorized entry into a tank or component.
Seotic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall
be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the sepGc tank and outlet filter shall be assessed at least
once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless pro\rfsions aremade to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall
be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm.
Ths septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If
the contents of the tank are not removed at the time of a triennlal assessment, maintenance personnel shall advise the owner of when the next
service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank performance isgsnerally not required. However, if such products are
used they shall be approved for septic tank use by the Department of Commerce.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper
operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure JlistFibutiQiLSstStem
No trees or shrubs should be planted on the mound. Plartings may be made around the mound's perimeter, and the mound shall be seeded and
mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on
the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in thewinter will promote frost penetration. Odd weather installations (October-February) dictate that the mound be hsavily mulched as protection from
freezing.
Influent quality into the mound system may not exceed 220 mg/L BODa, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluert or 30 mg/L
BODa, 30 mg/L TSS, 10 mg/L FOG, and W cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in
the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed ofaccumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was
installed todetermine if oriflce clogging has occurred and iforifice cleaning is required tomaintain equal distribuUon withinthe dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levelsabove 6 Inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Continaencv !31aa
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper
operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or
replaced with a component of the same or equal performance.
If the mound component falls to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its'
present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related
piping, and replacing said components as deemed necessary to bring the system into proper operating condition.See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Pretreatment Units
The information and schedule ofmananagement and maintenance for pretreatment devices such asaerobic treatment units or disinfection units
are attached as separate documents and are considered part of the overall management plan for this system.
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code, and shall maintained in accordance with its'component manuals[SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9.6(01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01,
R. 10/12)] and iocal or state rules pertaining to system mantenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS
components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for
service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure
must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental
or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall
be disposed of in accordance with NR 113, Wis.Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at leastonce every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are
made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall
be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If
the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next
service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance sepfic tank performance is generally not required. However, if such products areused they shall be approved for septic tank use by the Department of Commerce.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify properoperation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure JSistiihution SustemNo frees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and
mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetaUve maintenance) on
the mound is not recommended since soil compaction may hinder aeration of the inflltrative surface within the mound and snow compaction in the
winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from
freezing.
Influent quality into the mound system may not exceed 220 mg/L BODs, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L
BOD5, 30 mg/L TSS, 10 mg/L FOG, and 10< cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified inthe permit for this installation,
The pressure distribution system is provided with a flushing point at the end of each iateral, and it is recommended that each lateral be flushed of
accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was
installed to determine if orifice clogging has occurred and iforifice cleaning is required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for affluent ponding. Ponding levels shall be reported to the owner, and any levels
above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in properoperating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired orreplaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its'
present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related
piping, and replacing said components as deemed necessary to bring the system into proper operating condition.See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
PretreatmenLUruts
The information and schedule ofmananagement and maintenance for pretreatment devices such asaerobic treatment units or disinfection units
are attached as separate documents and are considered part of the overall management plan for this system.
BAYFIELD COUNTY SANITARY PERMIT f#04)-24-59S
STATE SANITARY PERMIT
OWNER: EVAN & ROSSINA LEWIS
GOVTLOT: LOT: BLK:
NW 1/4 SE 1/4 SEC: 29, T 47 N, R 5 W
TOWNSHIP: Eileen
SOIL TEST: 71-23
NEW SYSTEM
SYSTEM TYPE: Mound > 24 in. of suitable soil
PLUMBER: MICHAEL J WALTHER
MCKENZIE SLACK
Authorized Issuing Officer
DATE: 5/31,2024
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: # 924973
Condition: System to meet all setbacks. Management plan to Owner. Properly maintain system per
recorded agreement. Adhere to State conditions.
THIS PERMIT EXPIRES 5/31/2026
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION
(_
1;MW?':2ZSZ
Wisconsin Department of Commerce
Division of Safety and Buildings
SOIL EVALUATION REPORT
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2x11 inches in size. Plan mustinclude, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Location
County BAYFIELD
Parcel I.D.15988
Reviewed by Al Date
Jj^i'i
Property Owner
EVAN LEWIS Govt. Lot NW 1/4 SB 1/4 S 29 T 47 MR
Lot # ] Block # | Subd. Name or CSMff
E(or)W
Property Owner's Mailing Address
65290 CURRY ROAD
City State Zip Code
MASON WI 54856 |( 715 )
Phone Number
410-1358
;ity ^""^ Village EJTown
EILEEN
Nearest Road
CURRY
I "I New Construction
";) Replacement
Parent material.
Usef'11 Residential / Number of bedrooms
Public or commercial - Describe:
LACUSTRINE
Code derived design flow rate 300 GPD
___ Ftood Plain elevation if applicable _.
General comments
and recommendations:HOLDING TANK OR MOUND
SYSTEM ELEVATION AT 100.48 ON 98,4 CONTOUR
DESIGN LOAD RATE = .4 GPD/SQ. FT.
GRASS TO BE MOWED BEFORE INSTALLATION
Boring #a Borin9
Pit Ground surface etev. 98.4 ft.Depth to limiting factor 11 Soil Application Rate
Horizon Depth Dominant Color!
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundaiy Roots GPD/ff
*Eff#1 *Efi#2
0-6 7.5YR3/2 CL 2MGR DS cw 3F .6
6-11 5YR4/6 CL 2MABK DS cw 3F
11-13 5YR4/6 F1F5YR5/8 SCL 2FSBK DSH AW 3F .6
13-23 2.5YR4/4 C1F 5YR 6/8 SCL 2MSBK DSH cw 2F .6
23-50 2.5YR4/4 2CABK DH 2F .2
2 B
Horizon
1
2
3
4
5
>ring# EBOrin9
LU Pit Groi
Depth
in.
0-6
6-13
13-16
16-24
24-56
Dominant Color
Munsell
7.5YR3/2
5YR4/6
5YR4/6
2.5YR4/4
2.5YR4/4
98.4nd surface eiev.
Redox Description
Qu. Sz. Cont. Color
FIF5YR5/8
C1F5YR6/8
1. Depiii to limiting
Texture
CL
CL
SCL
SCL
c
Structure
Gr. Sz. Sh.
2MGR
3MABK
3MSBK
2CABK
2CABK
12
factor
Consistence
DS
DS
DS
DSH
DSH
in.
Boundary
cw
cw
cw
cw
Roots
3F
3F
3F
3F
2F
Soil Application Rate
GPD/ff
*Eff#1
.4
.4
.4
.4
.2
*Ef?2
.6
.6
.6
.6
.3
* Effiuent #1 = BOD, > 30 ^ 220 mg/L and TSS >30 ^ 150 mg/L
CST Name (Please Print)
BRUCE W BLAKEMAN
* Effluent #2 = BOD^ 5 30 mg/L and TSS 5 30 mg/L
Signature
_^
CST Number
708148
Address
64903 CHARLES JOHNSON ROAD ASHLAND, WI 54806
Date Evaluation Conducted
06/20/2023
Telephone Number
715-209-2569
'roperty Owner
3
Horizon
J™__ ParcellD#_15988
Boring* ^Bwn9 _ ... 96.7 .. .... ., ... . . 11[•] pit Ground surface elev. ""• ft. Depth to limiting factor ______ in.
n
1
2
3
4
5
Horizon
E
n
Depth
in.
0-6
6-11
11-13
13-23
23-50
Dominant Color
Munsell
7.5YR3/2
_5YR4/6
5YR4/6
2.5YR4/4
2.5YR4/4
,ring# UBOring
Pit Gro
Depth
in.
Dominant Coloi
Munsell
Redox Description
Qu. Sz. Cont. Color
F1F 5YR 5/8
GIF 5YR 6/8
nd surface elev.
Redox Description
Qu.Sz. Cont. Color
Texture
CL
CL
SCL
SCL
c
Structure
Gr.Sz. Sh.
2MGR
2MABK
2FSBK
2MSBK
2CABK
t. Depth to limitirii
Texture Structure
Gr. Sz. Sh.
Consistence |
DS
DS
DSH
DSH
DH
Boundary
cw
cw
AW
cw
factor _ in.
Consistence |Boundary
Page
Roots
3F
3F
3F
2F
2F
Roots
2
.of.
3
Soil Application Rate
GPD/ff
*Efi#1
.4
.4
.4
.4
.2
*Ef»2
.6
.6
.6
.6
.3
Soil Application Rate
GPD/ff
*Ef»1 *Ef»2
Horizon
Boring #
•n Depth
in.
Boring
I Pit Gro
Dominant Color
Munsell
ind surface elev..
Redox Description
Qu.Sz. Cont. Color
Ft.
Texture
)epth to limitinc
Structure
Gr.Sz. Sh.
factor in.
Consistence Boundary Roots
Soil Application Rate
GPD/fF
*Efi#1 *Effift2
* Effluent #1 = BOD. > 30 ^ 220 mg/L and TSS >30 $ 150 mg/L * Effluent #2 = BOO, s. 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 608-266-3151 or TTY 608-264-8777.
SBD-S330Test (R.07/00)
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MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
Owner's Name:
Owner's Address:
BAYFIELD - LEWIS
EVAN AND ROSSINA LEWIS
65290 CURRY ROAD
MASON Wl 54856
Legal Description: S29-T47N-R5W NW SE
Township: EILEEN
County: BAYFIELD
Subdivision Name:
Lot Number:
Parcel I.D. Number: 15988
Plan Transaction No.:
Designer: MICHAEL WALTHER
Date: 02/09/24
Block Number:
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6-7 Management and contingency plan
CondHionallyAPPROVED
DEPT. OF SAFETY AND PROFESSIONALSERVICES
DIVISION OF INDUSTRY SERVICES
Page
Page
8 16 site plan
specs
SEE CORRESPONDENCE
License Number:
Phone Number:
924973
715-768-5115
Signature: ^^c^^Z^^-,
Designed Pursuant to the ver- 2.1 May 2022-27
Mound Component Manual for POWTS Version 2.&-6BB-W88-1-P<N-O^Ql,-&.-tljLl2^and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution Component Manual Ver. 2-e-S80.:l07-06.B-(N-.aUQ.l,.RJ,0/12)—
ver.2.1, May 2022-27Version 7.1 (R. 08/19)Page 1 of 9
Wisconsin Department of Safety and Professional Services
Division of Industry Services
4822 Madison Yards Way
PO Box 7302
Madison, WI 53707
n"
Phone:608-266-2112
Web: http://tlsps.wi.gov
Email: dsDsftDwiscon&in.uov
Tony Evers, Governor
Dan Hereth, Secretary
February 20, 2024
CUST ID NO.: 924973
MICHAEL J WALTHER
1018185THAVE
BALSAM LAKE, WI 54810
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 02/20/2026
MUNICIPALITY:
TOWN OF EILEEN
BAYFIELD COUNTY
SITE:
BAYFIELD - LEWIS
65290 CURRY ROAD
MASON, WI 54856
S29-T47N-R5WNWSE
FOR:
Design Wastewater Flow Value: 300
Bedrooms: 2
Limiting Factor(s): 11"
Maintenance Required: Effluent Filter
Identification Numbers
Plan Review No.: PWTS-022400226-C
Application No.: DIS-022405970
SiteroNo.:SIT-126787
Please refer to all identification numbers in each
correspondence with the Department.
ConditionallyAPPROVED
DEPT. OF SAFETY AND PROFESSIONAL
SERVICESDIVISION OF INDUSTRY SERVICES
/^-.
SEE CORRESPONDENCE
SITE REQUIREMENTS
• A full size copy of the approved plans, specifications, and this letter shall be on-site during construction and open to inspection
by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and
signature shall be on the plans which are used at the job site for construction.
• This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for
POWTS (Version 2.1), (May 2022-2027)".
• The pressure network is to be constructed m accordance with publications "Pressure Distribution Component Manual for
POWTS (Version 2.1); (May 2022-2027)" and/or the sizmg methods of publication "SSWMP Publication 9.6 Design of
Pressure Distribution Networks for ST-SAS (01/81)".
The following conditions shall be met during construction or installation and prior to construction.
• A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.
145.19, Wis. Stats.
• Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil
moisture content can be determined by rolling a soil sample between the hands. If it rolls into a l/4-mch wire, the site is too
wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• A state-approved effluent filter is required. Maintenance mformation must be given to the owner of the tank explaining that
periodic cleaning of the filter is required.
• All piping shaU conform to SPS Table 384.30-3 and SPS Table 384.30-5
• Insulate building sewer beyond 30 feet per SPS 382.30 (1l)(c)
• Well setbacks to meet chs. NR 811 & 812
• Tank Installation to follow all manufacturer's requirements. ,
• Verify property lme(s) prior to installation. ' " '
• Pump Floats to be set and verified per the approved plan.
• With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to
homeowner occupancy.
• Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent
matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area.
OWNER RESPONSIBILITIES
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or
owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.540).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property
owner must follow the contmgency plan as described in the approved plans.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsm
Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with
the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10),
Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats.
All permits required by the state or the local municipality shall be obtained prior to commencement of
constmction/mstallation/operatioa.
In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise
making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the
responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or
construction of the reviewed items.
Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this
letterhead.
Sincerely,
'"' ''f-^u--^^
Fee Required: $450.00
Fee Received: $450.00
Balance Due: $0.00
Refund Expected: $0.00
Timothy Zoromski
Division of Industry Services
Phone:
Email: timothy.zoromski@wisconsin.gov
CHECK BOX AS APPLICABLE.
SOIL EVALUATIONSITE MAP
PROJECT NAME:
-^
CHECK BOX AS APPLICABLE.
fcle: 1" = 20-
20 30 40
E] SYSTEM PAGE20F
^»t\^ L^SA/ t«?
////^///^A77777,
(5 ft grid)
22
52
7Z\^PLOT PLAN
DESIGN FLOW:GPD
PROJECT ADDRESS: (f>e31 't^<"> ^'JV-'f^ (S-C>
BM Symbol: -^- BM Elevation: ._ s I-FT
BM Description: ^^- ^ ^l.-2^'^ ^ •s£ ^^^-
5" A-igo'JC^'O'-"1- IndicateA'igo\t£ 6^'<^;I;l'^"dlcat8 north bySlope Gradtent(%) ^ Well Symbol (If applicable); 0 " drawlns an arrowof Tested Area: '< — " ' " ' ~ on Ihe approprite line.
Attach design flow calculations for commercial plans.
Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)
Sanitary Sewer_ /.Force Main:_/__ .
IMPORTANT:
Show ground elevation contours at suitable inteivals.
,^i
!^^40 N/
T?^bX to^
S60
^ w.rw^.
\w^ I ;M ^"M:\w:f4M
r^fu.^^i^\uT^-7~7 ^r"-S ;J^
•m
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(RorC) I
1
!cI
I.
R
200.00
1.50
300.001
6.00
Residential or Commercial Design
Estimated Wastewater Flow (gpd)
Peaking Factor (e.g. 1.5 = 150%)
Design Flow (gpd)
Site Slope (%)
Note: Sand fill (D) calculations assume a
Table 383-44-3 in-situ soil treatment for
fecal coliform of <= 36 inches.
r-
^.
J>8.40| Contour Line Elevation (ft)
11.00
0.40
Depth to Limiting Factor (in)
In-situ Soil Application Rate (gpd/ft2)
Distribution Cell Information
["~_ 60.00] Dispersal Cell Length Along Contour (ft) = [
j I^OOJ Dispersal Cell Design Loading Rate (gpd/ft2)
1s Influent Wastewater Quality (1 or 2)
Pressure Disribution Information
(C or E) ! Ej Center or End Manifold
^OOlCell Width (ft)
2.50| Lateral Spacing (ft)
2| Number of Laterals
itj Orifice Diameter (in)
3.00! Estimated Orifice Spacing (ft) =
2.00{ Forcemain Diameter (in)
80.00J Forcemain Length (ft)
90.40J Pump Tank Elevation (ft)
Are the laterals the highest point
in the distribution L...,._.X..,_,j
network? Enter Y or N
If N above, enter the sl^atipjlW^
of the highest point. L_,-Z^. ZZ]
7.50|ft2/orifice
3.25|
9.75
1.21
0.00
System Head (ft) x 1.3
Vertical Lift (ft)
Friction Loss (ft)
In-line Filter Loss (ft)
14.21| Total Dynamic Head (ft)
Lateral Diameter Selection
in. dia.
0.75-
1.0(T
1.25
1.50
2.00
3.00
options | choice!
i
x ; x
x !
X !
Treatment Tank Information
840.00J Septic Tank Capacity (gal)JWJESER^''~''^m]Manufacturer
Dose Tank Information
507.40J Dose Tank Capacity (gal)
1J.80[JDose Tank Volume (gal/in)
JWIESER jManufacturer
i-
Does the forcemain drain back?LZiIZ]Enter Y or N
13.05|
53.691
66.741
26.21
Forcemain Drainback (gal)
5x Void Volume (gal)
Minimum Dose Volume (gal)
System Demand (gpm)
Manifold Diameter Selection
in. dia.
1.25
1:50
2.00
3.00
options | choice
"xTi
X! ^1
Gallons/lnch Calculator (optionai)
!._.. 507-40! T<3talTank Capacity (gal)
! 43.00' Total Working Liquid Depth (in)
f 11.80| gal/in (enter result in cell B49)
Effluent Filter Information
fPOLYLOK-"~^''''lFilter Manufacturer
|POLYLOK525'~''lFilter Model Number
Project: BAYFIELD - LEWIS Page 2 of 9
Mound Plan and Cross Section Views
w
K
-; 1/10 B Observation Pipe
B
-T
J4
-4
Mound Component Dimensions
A
B
D
5.00
60.00
25.00
300.00
5.00
E
F
G
28.60
9.50
aso
in
in
ft
H
I
J
1.00
13.45
8.58
ft
ft
ft
K
Lw
12.08
84.15
^7.03
ft
ft
(ft2) Dispersal Cell Area
(gpd/ft) Linear Loading Rate
1106.71
6.00
(ft ) Basal Area Available
(ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 102.28 (ft)ir
100.48 (ft) -
Dispersal Cell
Elevation
<•-:'••• £rL-{'-ci--'-
^-;'-A-/..A-^^y^Qy.W'K^:^^5^^^K^5^»;
100.98 (ft) Lateral
Invert
--..-^/^ ^. <'-;./</</<^^.''<'^~::;^Nfc'<^<<'<^<<>^<<<^.^.^7^?.5^?-5.-;l.-;i.^.^<^?.^^^-??^?;?~?:?^?^%Q15.X?^1-%^?>^;::^<:s^:^^%y^¥?:%?y^
•^^ys^yKK
:;;S?'^:1^^^':;
Shading Key
±1 Topsoil CapL2J\^L4J
L5J
w/////1\&t Subsoil Cap
ASTM C33 Sand
Tilted Layer
Aggregate
i.l!'5-^ c10 0s 1?:a 2
.=1'^^11
6.0 % Site Slope
Dispersal Cell
-ySQ
98.40 (ft) Contour Elevation
Geotextile Fabric CoverT-
1.5ft
0,5ft
•jIgJgJU^IgJ
SK Tvpica^ Lateral ^W|
T
F
See lateral details on
Page 4 for number, size,
and spacing of laterals.
Laterals are equally
spaced from the
distribution cell's
centerline in the
distribution cell (AxB).
Project: BAYFIELD - LEWIS Page 3 of 9
End Connection Lateral Layout Diagram
Laterals centered over the A & B dimension •= Turn-up vif ball valvs or clean out plug
All lateral? are identical |<- x —> I Hol es drilled on the bottom of the lateral
equally spaced s
_LITForce m^in connection uia tee or cross to manifold at sm point.
Laterals S.forcemain Sch 40 PVC per S PS Table 384.30^5
Number of Laterals
Lateral Diameter
Lateral Length (P)
Lateral Spacing (S)
Lateral Flow Rate
System Flow Rate
Total Dynamic Head
2
1.5C
58.52
2.5C
13.11
26.21
-14:21
n
t
t
3pm
3pmt
Orifice Diameter
Orifice Spacing (X)
Orifices per Lateral
Orifice Density
Manifold Length
Manifold Diameter
Forcemain Velocity
0.188|
3.081
201
7.501
2.501
1.50|in
ft2/orifice
ft
2.68|ft/sec
Dose Tank Information
Ete
Tank component is properly vented
Dimension
A
B
~~c
D
Total
Inches^4734
3.00
5.66
10.00
43.00
Gallons
287-?6
35.40
66.74
118.00
507.40
3"B[8dding under tank.
Alarm Manuafacturer SJE Rhombus
Alarm Model Number IPS Patrol
Pump Manufacturer ;Goulds
Pump Model Number EP 31
Locking cover with warning
label and locking device and
id watertight
4in-tmn.
Alternate outlet
location
Forcemain diameter
2 in.
Weep hole or anti-
siphon device
Pump off elevation (ft)
I 91.23|
Dose tank elevation (ft)
90.40!
Note: Switches
containing mercury
may not be used in
this system.
Pump Must Deliver | 26.21|gpm at | 14.21|ft TDH
Project: BAYFIELD - LEWIS Page 4 of 9
Wastewater
APPLICATfONS
Specially designed for the following uses:
• Mound Systems
• Effluent/Dosing Systems
• Low Pressure Pipe Systems
• Basement Draining
• Heavy Duty Sump/Dewatering
SPECIFICATIONS
Pump - General:
• Discharge: 11/2" NPT
• Temperature: 104°F (40°C) maximum, continuous
when fully submerged.
• Solids handling: 1/z" maximum sphere.
• Automatic models include a float switch.
• Manual models available.
• Pumping range: see performance chart or curve.
PE31 Pump:
• Maximum capacity: 53 GPM
• Maximum head: 25'TDH
PE41 Pump:
• Maximum capacity: 61 GPM
• Maximum head: 29' TDH
PE51 Pump:
• Maximum capacity: 70 GPM
• Maximum head: 37' TDH
MOTOR rr o ,f~.n '•' <) ^'n^ •
General:
• Single phase
• 60 Hertz
• 115and230volts
• Built-in thermal overload protection with automatic
reset.
• Class B insulation
• Oil-filled design
• High strength carbon steel shaft
PE31 Motor:
• .33 HP, 3000 RPM
• 115 volts
• Shaded pole design
PE41 Motor:
• .40 HP, 3400 RPM
• 115and230volts
• PSC design
PE51 Motor:
• .50 HP, 3400 RPM
• 115and230volts
• PSC design
AGENCY LISTINGS
Tested to UL 778 and CSA 22.2 108 Standards
By Canadian Standards Association
'us File#LR38549
I.
<fc
PUMP INFORMATION
Order No.
PE31M
PE31P1
PE41M
PE41P1
PE42M
PE42P1
PE51M
PE51P1
PE52M
PE52P1
HP
0.33
0.4
0.5
Volts
115
230
115
230
i\mps
12
7.5
3.7
9.5
4.7
Minimum
Circuit
Breaker
20
15
10
20
10
Phase
1
Float Switch
Style
Manual / No Switch
Piggyback Float Switch
Manual/ No Switch
Piggyback Float Switch
Manual / No Switch
Piggyback Float Switch
Manual / No Switch
Piggyback Float Switch
Manual / No Switch
Piggyback Float Switch
Cord
Length
20'
Discharge
Connection
1.5"
MinimumBasin
Diameter
18"
MaximumSolids
Size
.5"
ShippingWeightIbs/kg
31/14.1
'iQM^sl^i?^i^j(i^
''^festewater
•METERS FEET
Q<yjsu
<
bI
il!i TO 2 2 ^
J3
25
20
15
10
PE51 : MODELS: - •
PE31,PE41,PE51
HP: .33, .40, .50
10 20 30 40 50 60 70 GPM 80
10
CAPAClTf
15 m3/h
PERFORMANCE RATINGS
PE31 PE41
Total Head
(feet of water)
5
10
15
20
25
GPM
52
42
29
16
0
PE51
Total Head
(feet of water)
8
10
15
20
25
GPM
61
57
46
33
16
Total Head
(feet of water)
10
15
20
25
30
35
GPM
67
59
so
39
26
8
PAGE 33
4" CAST-A-SEAL
v\ FILTER OR^\ BAFFLE
^<BLda
INLET
r-tC40)in 00+
LTi
w"g
CL=>^
4" CA5T-A-SEAL
TOP VIEW
-4" VENT
zM
^
AL^
^-=f-II I
r.l.!-i ^ ^?i^^5"
Ii^^
'T-
? v>'^
Q.=>'-
OUTLET
10^-
-PUMP PAD
SIDE VIEW
TANKS ARE MANUFACWRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
W840/500-MR
TANK SPECIFICATIONS
DIMENSIONS:WALL; 2 9/16"
BOTTOM: 3"
COVER: 5"
MANHOLE: 24" I.D. PRECAST CONCRETE RISER
HEIGHT: 59 1/2"
LENGTH: 9'-5 3/4"
WIDTH: 7'-9"
BELOW INLET: 48"
LIQUID LEVEL: 43"
WEIGHT: BOTTOM 7.360 LBS.COVER 3,790 LBS.
INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKET
INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN. SEE DETAIL ^10(OTHER STATES SEE CHART)
LIQUID CAPACITi': 19.61 GAL/IN (SEPTIC)
11.82 GAL/IN (PUMP)
LOADING DESIGN: 8'-0" UNSATURATED SOIL
TANK CAN BE USED AS:
SEPTIC/SEPTIC, SEPTIC/PUMP,OR SEPTIC/SIPHON
COVER: MIX DESIGN #8 (NO FIBER)TANK: MIX DESIGN #\0 (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:
t IDin2 ^t-°0
V.i.s
0 I00I 00
Q.
IQ0in
0•+I
<=>
u
a.s(7)
SHEET NO.
1 OF 1
33.02 [83.9 cm]
6.5" (16.51cm) SEALED BALL
MATERIAL-HDPE
20.71C52.6cm]
HOUSING
FILTER CARTRIDGE ™.POLYPROPYLENE
MATERIAL - FILLED POLYPROPYLENE
4"(10,16cm)B/^LLTRAVEL F~
SECTION A-A
(/ //// ^3, //// //// //// //// ///(SIT/// //// //// ////
BALL PUSH ROD
FACTORY INSTALLED
MATERIAL - FILLED POLYPROPYLENE
4"AND 6" FACTORY
INTALLED PIPE OUTLET
MATERIAL-PVC
POLYLOK PL- 525 - 625 CUTAWAY
OPTIONAL BUSHING(FOR 4" THIN WALL PIPE)
PARTN0.30142-ROR OPTIONAL FLOAT SWITCH
(FOR 110 MM. PIPE)
PART NO. 30142-EUR
2,00
[5.1 cm]
RETAINING CLIPSPREVENT FILTERFROM FLOATING
OUTSIDE DIAMETERACCEPTS 411SCHD 40 SOCKET
OPTIONAL BUSHING(FOR 4" THIN WALL PIPE)PARTN0.30142-ROR
(FOR 110 MM. PIPE)PARTN0.30142-EUR
OUTLET BUSHING ACCEPTS4"SCHD40&6"SCHD40
14.34
[36.4cm]
PL-525 -625 FILTER HOUSING
PART NO.-30142-525
30142-625
33.02
[83.9cm]
ACCEPTS 6"
SCHD40PIPEFORINLETEXTENSION
61/2" BALL CHECK
3 FAIRFIELD BLVD.
ELiMa (pL°^a(
;FFUU)EOT
Mckenzie Slack
From: tel: 9208098134 <non-mail-user@myphone.norvado.net>
Sent: Thursday, May 30, 2024 10:41 AM
To: Mckenzie Slack
Subject: Fwd: Voice message from BELANGER CYNTHI (9208098134) to 7153733511
Attachments: message.wav
The attached message was recently left in your voicemail account for 7153733511. We aresendingyou
this email because you have asked for your messages to be forwarded to this address.
The original message is still in your account, and will be played or shown as usual the next time you log
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Hi this is Brandon from Birch Street excavating and septic. You had just called me and left me a message
I believe it with you about the properties on Curry Road. He's looking for permits. I did pump the trailer
house and the main house. So they're both pumped that that they both should've(?) been we I know we
registered them I don't know yeah any any more questions you can just give me a call back at 920-809-
8134 thanks bye.
Bayfield County, WI
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2/27/2024, 2:37:01 PM
:^W~- Wetlands i_' Approximate Parcel Boundary Building Footprint 2015
Rivers Road Type • Building
Lakes Town
issasffussssoaseffAyxiUayiflQeuaiiufcausiB®
CISSiSBEsSSSOffiSEUSi=ME'^i?*QOt>VjA»!>aSJNERi
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0.04
1:3,494
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0.05 0.1 0.2km
0.17 mi
Bayfiefd County Land Records Department
Sayfield County Zoning Applicationhtlps://maps.bayfleldcounty.wi.gov(ZonlngWAB/
2/27/24, 2:36 PM
Real Estate Bayfield County Property Listing
Today's Date: 2/27/2024
Novus-Wisconsin Access rev. 12.0206
Property Status: Current
Created On: 3/15/2006 1:15:24 PM
l^ Description
Tax ID: 15988
Updated: 5/2/2022
PIN: 04-020-2-47-05-29-4 02-000-10000
Legacy PIN: 020106204000
Map ID:
Municipality: (020) TOWN OF
STR: S29 T47N R05W
Description: NW SE DESC IN
Recorded Acres: 40.000
Calculated Acres: 40.223
Lottery Claims: 0
First Dollar: Yes
EILEEN
2022R-594192 520
Zoning: (AG-1) Agricultural-1
ESN: 113
Tax Districts
1
04
020
020170
001700
'-> Recorded Documents
Q WARRANTY DEED
Date Recorded: 4/13/2022
£3 WARRANTY DEED
Date Recorded: 11/16/2021
B WARRANTY DEED
Date Recorded: 10/16/2014
Updated: 3/15/2006
STATE
COUNT/
TOWN OF EILEEN
ASHLAND SCHOOL
TECHNICAL COLLEGE
Updated: 11/19/2014
2022R-594192
2021R-592070
2014R-556363 1133-377
Ownership
EVAN & ROSSINA LEWIS
Billing Address:
EVAN & ROSSINA LEWIS
1774 HWY 12
HAMMOND WI 54015
Updated:: 5/2/2022
HAMMOND WI
Mailing Address:
EVAN & ROSSINA LEWIS
1774 HWY
HAMMOND
Site Address * indicates Private Road
65290 CURRY RD
65330 CURRY RD
Property Assessment
2024 Assessment Detail
Code
G4-AGRICULTURAL
G5-UNDEVELOPED
G7-OTHER
2-Year Comparison
Land:
Improved:
Total:
22& Property History
N/A
Acres
37.000
1.000
2.000
2023
15,800
248,900
264,700
12WI 54015
MASON 54856
MASON 54856
Updated:
Land
7,500
100
8,200
2024
15,800
248,900
264,700
8/21/2023
Imp.
0
0
248,900
Change
0.0%
0.0%
0.0%
https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=15988 1/1