HomeMy WebLinkAbout25-60S^^ *":;/,
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Industry Services Division
4822 Madison Yards Way
Madison, WI,5,37^5 „. ]i ..if;P.O.IpoxfeoBn 1c ;1 ^
Madisd^WF 53707L
I County
Bayfield
1^
m-
Sanitary Permit Number (to be filled in by Co.)
^5^03
Sanitary Permit Application'JliN L L State Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate govemii^t^ luirt'
is required prior to obtaining a sanitary permit. Note: Application forms for state-owrie^ l-'QWTS are submitted to
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.
Project Address (if different than mailing address)
10990 Eagle Lake Rd. Iron River, Wl
I. Application Information - Please Print All Information
Property Owner's Name
Mark & Julie Tanin
Parcel #
13332
Property Owner's Mailing Address
4467 Shooting Star Ave.
City, State
Middleton, Wl
Zip Code53562
II. Type of Building (check all that apply)
1 or 2 Family Dwelling - Number of Bedrooms _2_
'ublic/Commercial - Describe Use
IState Owned - Describe Use
Phone Number
608-628-9677
Property Location
Govt. Lot.
SE
Lot #-46
•/4. SE -/4. Section °3
_N R °8 _EorW
Subdivision Name
Block #
CSM Number |Villageof
Townof_De!ta_
III. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if|
applicable.)
A.Jew System |Replacement System )ther Modification to Existing System (explain)[Additional Pretreatment Unit (explain)
B.[__]Holding Tank IIn-Ground
(conventional)
I|At-Grade I Mound Individual Site Design [Other Type (explain)
c.Renewal Before
Expiration
Revision [Change of Plumber 'ransfer to New Ownerll.ist Previous Permit Number and Date IssuedNA
IV. Dispersal/Treatment Area and Tank Information:
Design Flow (gpd)300 Design Soil Application Rate(gpd/sf)
1.6
Dispersal Area Required (sf)188 Dispersal Area Proposed (sf)210 System Elevation
91.5
Tank Information
Capacity in
Gallons
New Tanks
Septic or Holding Tank 750
Dosing Chamber
Existing Tanks
Total
Gallons
750
# of
Units
Manufacturer
Superior Precast
V. Responsibility ^tatement- I, the undersigned, assume responsibihty for installation of the POWTS shown on the attached plans.
Plumber's Name (Print)
Jason Kuettel
Plumber's Signal;
z
^'''—-^' :^—':-Y]^f^
MP/MPRS Number675751 Business Phone Number
715-798-3355
Plumber's Address (Street, City, State, Zip Code)
PO Box 66 Cable, Wl 54821
~T
VL County/Department Use Only
Approved D Disapproved
D Owner Given Reason for Denial
Permit Feew Date Issued
^ISL'm?L Issuing f^ejHS\^lrfW/3 ^A
Conditions of Approval/Reasons for Disapproval
SucC^Oi^rfi iA^.
Attach to complete plans for the system and submit to the County only on paper not less than 81/2x11 inches in size
SBD-6398 (R. 02/22)
/^€ ^.i^s.. I
Q fi\- Go^yl
'\'\1>'« n
•^ ~^y Wisconsin Department of Safety and Professional Sen/isesvv's"ssy
Attach complete site plan on paper not less than 8% X 11 inches in size.
so>l%^5_
Soil Evaluatido-Report^-—"
in accordance with SPS 385.Wis.Adm Code
Page:
d Li f"
1 of 6
Plan must include but not limited to: Vertical and horizontal reference
point (BM), direction and percent slope, scale or dimensions, north arrow,
location and distance to nearest road.
Please Print All Information
Personal information you provide may be used for secondary
(privacy Law,s.15.04(1)(m)).
Durposes.
Property Owner:
Julie Lvnn & Mark Julian Tanin
Property Owners Mailing Address:
4467 Shooting Star Ave
CityMiddleton
StateWl Zip Code53562 3hone Number:0
r New W Residential Number of Bedrooms:
[^ Replacement P Rjblic or Commercial - Describe:
Parent Material: Outwash
Seneral Comments & Recommendations:
System Elevation: 91.5 Load Rate:
Boring #1 r Bor.p m G—dsurfa^
Horizon
1
2
3
4
5
6
7
Depth in.
0-4
4-18
18-120
Domm.Colc
Munsell
7.5YR2.5/;
7.5YR4/4
7.5YR4/6
^edox Description
}u. Sz. Cont. Color
N/A
N/A
N/A
Fexture
SL
LS
LS
Ground surface Elev:Boring # 2 r Bw-^ n
Horizon
1
2
3
4
5
6
7
Depth in.
0-6
6-20
20-120
Domm.Colc
Munsell
7.5YR2.5/;
7.5YR4/4
7.5YR4/6
^ectox Description
}u. Sz. Cont. Color
N/A
N/A
N/A
Texture
SL
LS
LS
affluent #1 = BOD 5>30^ 220 ii}g/l and TSS>30 5 ISOmg/1
CST Name (Please Print)
MarkS. Thompson I
Address: 12006 N US Hwy 63
Hayward, Wl 548431
i^re; A
•I-' i ~-
2
Flood Plain
Q_7
120
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
120
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
bounty:
Bavfield
3arcel I.D.
13332
{ipwyyBy^/^j3ate:J7/3 /^^<T
:>roperty Location
SE1/4SE1/4,S03,T46N,R08W
Site Address or CSM and Lot #
10990 Eagle Lake Road
Town
Delta
Nearest Road:
Eagle Lake Road
Code derived design flow rate:
Flood Plain if applicable
Applicable: 0
Elevation Range: 88,3
iepth to Limiting Factor:
n. Elev. 85 ft
Consistencel
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3M
3M
N/A
•epth to Limiting Factor:
in. Elev. 85.3 ft
Consistencel
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3M
3M
N/A
300
To 91,65
Soil Application Rate:
GPD/ft2
*Eff#1
M
OJ.
0.7
Ef?2
10
L6
1.6
Soil Application Rate:
GPD/ft2
*Eff#1
M
OJ
07
Ef»2
LO
L6
L6
affluent #2 = SOD 5 < 30 mg/1 and TSS 5 30 mg/1
^
late Evaluation Conducted:
Tuesday, June 10,2025
CST Number:
Telephone Number
877598
715/699-4081
SBD-8330 (R04/21)
Property Owner: Julie Lvnn & Mark Julian Tanin Parcel I.D.13332 Page:2 of 6
Boring # 3
Horizonl
1
2
3
4
5
6
7
Depth in.
0-8
8-20
20-120
Boring # 4
Horizonl
1
2
3
4
5
6
7
Depth in.
Boring # 5
Horizon I
1
2
3
4
5
6
7
Depth in.
Boring # 6
Horizon I
1
2
3
4
5
6
7
Depth in
p. p^ Ground surface Elev: Depth to Limiting Factor:
93.6 Ft. 93.6 in. Elev. 83.6 ft
Domm.Color
Munsell
7.5YR2.5/3
7.5YR4/4
7.5YR4/6
Redox Description
Qu. Sz. Cont. Color
N/A
N/A
N/A
Texture
SL
LS
LS
Ground surface Elev:F~ Bor F Pit t
0 Ft.
Domm.Colorl
Munsell
Redox Description
Qu. Sz. Cont. Color Texture
Ground surface Elev:r~ Bar P? Pit
0 Ft.
Domm.Color]
Munsell
Redox Description
Qu. Sz. Cont. Coloi Texture
Ground surface Elev:F' Borff Pit
0 Ft.
Domm.Color
Munsell
Redox Description
Qu. Sz. Cont. Coloi Texture
Structure
Gr.Sz.Sh.
2MSBK
OSG
OSG
Consistence
MFR
ML
ML
Boundary
cs
cs
N/A
Roots
3M
3M
N/A
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Consistence Boundary Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Consistence Boundary Roots
Depth to Limiting Factor:
0 In.
Structure
Gr.Sz.Sh.Consistence Boundary Roots
Soil App. Rate
GPD/ft2
*Eff#1
M
0^
0^
Eff#2
LO
L6
M
Soil App. Rate
GPD/ft2
*Eff#1 Eff»2
Soil App. Rate
GPD/ft2
*Eff#1 Eff#2
Soil App. Rate
GPD/ft2
*Eff:#1 Eff#2
affluent #1 = BOD 5>30<. 220 mg/1 and TSS>30 <. 150mg/l affluent #2 = BOD 5 < 30 mg/1 and TSS 5 30 mg/1
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-8330(R.07/00)
J UN
Soil Profile Sheet Page:3 Of 6
Owner: JulieLynnS Mark Julian Tanin | Soil Tester:MarkS. Thompson
System Elevation:91.5 I Load Rate:0.7 | System Elevation:88.3 To 91.63
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
B2
95.3
Q^
93.63 I:
0.7
88.3
t3-
LR
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
80
79
Bl 101
Owner Information:BM=100: Edge of top step coming up from garage
I Name:
I Location:
ITownship:
I County:
I Lot #:
Julie Lvnn & Mark Julian Tanin
SE1/4SE1/4.S03.T46N.R08W
Delta
Bavfield
10990 Eagle Lake Road
B1 =
B2=
B3=
Lake=
95
9&3
916
0
:?.c-l,
1 "=20'Only in Tested Area
CST: MarifS. Thompson
^^"/. ^'^ "' '/.-L/^-
#877598 -------
/•
715/699-4081
c- ''^-
[i-U-ll
PAGE 1 OF 4
In-Ground Gravity Plan
Index & Cover Sheet ? g
Cnmoonent Manual Design References: :^ I' i
^>y^ \^i"s- \}j - G(^y^'~'^) (='i2jC'6^AA^ ,.lij7
Pg 1 of 4 Index & Cover Sheet
Pg2of4 Plot Plan
Pg 3 of 4 Dispersal Area Cross-Section & Plan View
Pg 4 of 4 Management Plan
Attachments:Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
Tanin 2 Bed
Owner Name(s): Mark & Julie Tanin _ Phone: 608 .628 -9677
Owner Address: 4467 Shooting Star Ave. Middleton, Wl _ Zip: 53562
Project Address: 10990 Eagle Lake Rd. Iron River, Wl
Govt. Lot: _ _SE1/4 of SE 1/4, Section_03, T^6_N-R^ E |_| or W [/
Township: Delta _ County: Bayfield
Project Parcel ID #: 13332
Designer Information
Designer Name: Jason Kuettel _ Phone: 715 .798 .3355
Designer Address: PO Box 66 Cable, Wl _ Zip: 54821
E-mail: tim@andryras.com i M; ,„ , -er ;. „ 4,, , i; .1,
License Number: 675751
Remarks:
Signature: _.. '^/f^^ _ Date: 6/(^/^
Original signSture required on each submitted copy.
Owner Information:
I Name:
Location:
[Township:
[County:
I Lot#:
Julie Lvnn & Mark Julian Tanin
SE1/4SE1/4.S03.T46N,R08W
Delta
Bavfield
10990 Eaale Lake Road
^BM=100: Edge of top step coming up from garage
5~'PfcA-vt"t- P(2ci^v"i-~7sto
\jj/ d^r'cc.' /=•<•<_!
B1 =
B2=
B3=
Lake=
95
95.3
93.6
"72. t
BM_ d
,Jn ai.v'ct-^' BI /
^^STt-<-\ d- - <=^\ ,<S'o
On-? ^ir-.*
g Z\K J°' iS6^
--rj.cr.'j
1 "=20'Only in Tested Area ^ ^'^ *
l^j\z-/^
^ 1LJ
EljenGSF System
Date;
Site Address:
Designer:
6.12.2025 Client Name:
jim ' /' zUt
Wl Design Program
.\/:f—^' , , , .';••. t-;\
Mark Tamn
10990 Eagle Lake Rd. Iron River, Wl
Jason Kuettel
Note: This worksheet is provided to assist the Planner in sizing the number ofElJen GSF Modules required for a specific project. The calculations here in are explained for each
output. The success of the overall design is based on the Planners Inputs and considerations outside of this worksheet.
System Sizing (Total Number of Eljen GSF Modules Required)
1.1 Site Characteristics:
Total Number of Bedrooms
DDF per Bedroom (Daily Design Flow per Bedroom)
DDF (Daily Design Flow)
Application Rate
Required Basal Area (DDF -Application Rate)
Unit Used ( Usually B43)
Unit Install Width
Square Footage per Unit
1.2 Module Quantity Analysis:
Minimum Number of Eljen GSF Modules Required
(Required Basal Area - Square Footage per Unit or Bedrooms x (5 for B43s|
or 6 for A42); whichever is greater)
Amount of Eljen GSF Modules Used
Must be greater than or equal to Minimum Number of Eljen GSF Modules
Required
1.3 Distribution Cell Design:
Number of Distribution Cells/Trenches (Program supports up to4Trenches|
or 1 Cell)
Number of Laterals inside Cell (Program supports up to 4)
A. Distribution Cell Width (If cell is red. Cell Width is greater than 10 ft and
needs to be revised.)
B. Distribution Cell Length
C. Lateral to Lateral Spacing (Multiple lateral systems)
D. Lateral to Edge Spacing (Multiple lateral systems)
Units per Row (if red, adjust number of modules to make rows equal)
Total Square Footprint
2
150
300
1.6
187.5
6Pd
gpd
gal/ft2
ft2
B43
5
20
10
10
ft
ft2/unit
units
units
1
2
10
21
5.00
2.50
ft
ft
ft
ft
5
210 "ft^
Design Notes and Comments
Effluentffl Application Rate 0.7 gal/ft2
Equivalent Effluent #2 Application 1.6 gal/ft2
A. Width 10
Length 21
C. Late 5.00
Lateral Spacina
2.50
D. Lateral to
Edge Spacing (ft)
"r^i.
A. Width . 10
C. Late 5.00
Lateral Spacina Wt2.50
c-
-A-
D. Lateral to Edge
MINI 2" OF
CLEAN FILL
6"
n yn
GSF Wl IN-GROUND DESIGN PROGRAM ;[
MANAGEMENT AND CONTINGENCY PLAN
i!j?' • <; yH/'r,
System Management Plan
General
This system shall be operated in accordance with SPS 82-84 Wis. Adm. Code, and shall maintained in accordance
with its' component manuals Eljen In-Ground Component manual November 2019 and SSWMP Publication 9.6
(01/81)] 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 83.33, 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 lightness 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 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 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 septic tank performance is generally 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
In-Ground and Pressure Distribution System
No trees or shrubs should be planted on the system. Plantings may be made around the system's perimeter, and the
system 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 system is not recommended since soil compaction
may hinder aeration of the infiltrative surface within the system and snow compaction in the winter will promote frost
penetration. Cold weather installations (October-February) dictate that the system be heavily mulched as protection
from freezing.
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 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 if orifice cleaning is required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent 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 proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective components) shall
be immediately repaired or replaced with a component of the same or equal performance.
If the in-ground 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: ~)~^lJ\!^
SEPT 1C T.AJ-!;<CROSS SZCTION Ah'D S?^C^.;'rc.•:>.TIO^i::
4" SC^OPV-C INSP. p^?;: 6^"^I,1^. A30VZ G?^.D;:.(opT.^
Ctoh°o ^nle-+ ^o-+\\\fi\& T^^u-n'&dy JUN i c J;'^
FINISHED GRADE
F;
APPROVED
PIPE 3'
ONTO SOLIDSOIL
-APPROY-ED BA-E-EfeE
Ot( FILTER.
MFG. OKnCo
mods 1 if .FT082.'2-
T7
.3" APPP.OVED BrUDIHe Uh1)£R TAh'K
SPECIFICATIONS
SEPT-iC ^ ^,^_ ^ ,^_^TANK'MA.WFACTVRE?.: ^?fc!2-u^. "^.^^CAn
TANK SIZSSJ SE?TJEC ^0 GAL. _
APPROVED
KANHOLE
W/ Lcck.4.
W^'W^ ^Q^
-4" HIM.
..OUTLET
NOTES:
S$~<90?^/5NTEREO>
^-(fl-<
!ni
Private Sewage System Maintenance Agreement
Owner(s).Namef^ft^ ftr^O ^UUG
Owner(s) Mailing Address <y^"7 ^KCCTV^ -^M^S. r?^67',
^/'D'P^—rW/iAJ^: 55S-6Z-.
Site Address7S^ e^^ po.^^cf^^
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)
^<- 1/4 of S< 1/4 Section ^ "^ Township ^^ N. Range c8 W.
Additional Legal Description: S(?fc- ^7~T>iK-Pfr-
Town of i^>£*-~n^
Lot
(Acreage) 0 • -?3> Gov'tLot.
Block Subdivision
Lot CSM#Vol..Page.CSMDoc#
ii ¥
JUN I & ZUZ?
DOCBMENTjStoMBBR2025R-Q07S5S
DANIEL J. HEFFNER
REGISTER OF DEEOS
BAYFIELD COUNTY. W!
RECORDED
06, 1 3/2025 AT 1 ;02 PM
RECORDING FEE: $30.00
PAGES: 2
Recording Area
Return To:
Planning and Zoning Department
In-ground gravity
D Mound
D In-ground dosed D In-ground pressure distribution Sewage System:
|_] At-grade Sewage System Q 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 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-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. ,.ir';!:'""..
.^' M\ ''
Owner^) Name(s) - Please j»rijit'^W/A/
<WU& TH-^/V
Subscribed and sworn to before me on this date:
'5'uM^ C? ^-=» 2-<5
•^J2; 0'
Notary Public
B-^L^O- fWr^f^ ^^v^-\ ^^,:^ "
My Commission Expires:
Ua^ ^ . '7^£>'L€\•/.u ^
"""-'„,
\i \-
jn,^-'Qf^vr^^^ ^
Proofed by:
u/forms/sanitary/septicnnaintenceagreement
Revised July 2020
Drafted by:"7^. ft^^- Date: ^A/ 2-S
(\ \
DOCUMENT NO.
THIS INDENTURE,Madeby.
WARRANTY DEED
STATE OF WISCONSIN — FORM 10
LST of Ashland, Inc.
458937 ^
VOLZ^OF^^AGEiyr
<^&
a Corporation duly organized and existing under and by virtue of the
Wisconsin, granior, of _Asn-l-ana
Wisconsin, hereby conveys and warrants to Mark Julian Tanin and
laws of ihe State of
County
Julie Lynne Tanin, husband and wife, as survivorship
marital property grantf
sum o($140,000.00 County, Wisconsin, for the
Bayfield County,the following tract of land in
State of Wisconsin;
A parcel of land in the Southeast Quarter of the
Southeast Quarter (SEi-;SEi), Section Three (3),
Township Forty-six (46) North, Range Eight (8) West,
Town of Delta, Bayfield County, Wisconsin, more
particularly described as follows: Commencing at the
southeast corner of said Section 3; thence North on
the East line of the above mentioned section, township
and range for a distance of 981.86 feet to a brass
pipe and the point of beginning. Thence turning left
at an angle of North 75° West for a distance of 213
feet 5 inches (passing through an iron pipe set 10
feet from.. the shore of Murray Lake); thence turning
left along the shore of said lake 60 feet; thence
turning left through an iron pipe set 10 feet from the
shore of said lake. South 75" East for a distance of
239 feet 3 inches to the East line of said Section 3;
thence due North along the East section line for a
distance of 58 feet 8 inches to the point of
beginning. • '
Fc^;
REGISTER OF DEEDS
'00 RUG 15 nn 3 53
REGISTER'S C FF I CL/;,.•..
BAYFIELD COUNTY, V/!o..
THIS SPACE RESERVED FOR RECORDING DATA
[! NAME AND RETURN ADDRESS I 1 JTV, -
i&C^T ^ i^r
\fi/T ^/a.aQ T/^ WcM
/^-016-1084-03
PARCEL IDENTIFICATION NUMBER
l..i- •> ••••}
ID] ^ F
JUN
"TRANSFER FEE,<^3^^)
11 f?ILJ
^2025 iL
Subject to easements, reservations and restrictions of record.
([F NECESSAKT. CONTINUE DESCRimON ON REVERSE SIDE)
In Witness Whereof, ihe said grantor has caused these presents lo be signed by
., its President, and coumersigned by
its Secm-ary, at Ashland^L day of.August ., Wisconsin, and its corporate seal to be hereuniu affixed ihis
SIGNED AND SEALED IN PRESENCE OF
.A.D.M 2000.
LST OF ASHLAND. INC.^^^^^^^nrL^-7 Prcsidem
COUNTERSIGNED:
Secretary
State of Wisconsin,
.___... Aahlaad _ County. J ^v'^p ^c'"'%
IVisoti.illy <"j(ru' Ix'fnre me, lliis _/^'\b^J ' * *(fciv(5f.O'^-s'. • —^ — / • "%, •-•Luis CT. •Kova4 'res'u^yr,^
V783 P 889
Augus t , A.D., K 2000.
Secretary'
of llir abiivc nann-tt Curpuralion, to me known&^lh^ers^ \^ ex^fid the foreguing instrument, and lo me known to be such Presidfni
ami Scmwy of said Corporaiion, and acknowlSl^^h^.he7Sce(^ed.'t§Gregoing instrument as such ofRcetS as the deed of said Curpucaiion,
by iis authority. ^.^ .^ ^ .'^, ^L^^ •^yptoAAA ft-^U
V'^^ "ID! l/in^ k td^TfO^THIS INSTRUMENT WAS DRAFTED BY
Attorney Keith W. Dallenbach
Dallenbach Anich & Haukaas, S.C.
Ashland, WI 54806 Notary Public,Ashland
-My-comnussion.(expires) (is) /Vfl/^///) ^
Cnumy, Wis,
iviiixit'i^ •>)U It'm»- wist-tHisinSiatuK-'.pdiviili.-iiluiall insimnu'nisio be rcronlcd shall liavc ptainly prini<d or typcwrinen thereon ihc names of th( Rraniors, fininiecs, witnessrs anJ nut.in- .^tt'-,.l '.I I ..I..,.!.., 1) l,4i.r,,ll...l ll,i. lu.l..' ,.1 ll;,. pn.*.n »lw. ur sux.in.mn.d agmcy whidi, Jnhcil iurh'lraimmenl.'sfch b.i'prinidjyp'twnum sumi)?d''orw'ri5i,n"ihtnon'ir
i \VA)Ut,\MV 11(11;- Hv E »i|».T;ui»m STATE OF WISCONSINFnnn Nil. 10
[ypewritien. Stamped or wrinrti ilicrcon in a lc^ibtf manner)
Wisconsin Lega) Blank Co , Inc.Milwoukea. W>s
BAypiELD 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:
TANIN, MARK JULIAN
4467 SHOOTING STAR AVE
MIDDLETON WI, WI 53562
TANIN, JULIE LYNNE
4467 SHOOTING STAR AVE
MIDDLETON, WI 53562
Submission Number:
SR-00267
Transaction Number:
SR-00267-2DE83
Description
Certified Soil Tests - Review & Filing Fee
Amount
$50.00
Total:
Payment Amount:
$50.00
$50.00
Reference: 14726
Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI54821
Payment Type: Check
Transaction Date: 6/23/2025
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit.
KA^piELD 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:
TANIN, MARK JULIAN
4467 SHOOTING STAR AVE
MIDDLETON WI, WI 53562
TANIN/ JULIE LYNNE
4467 SHOOTING STAR AVE
MIDDLETON, WI 53562
Submission Number:
SS-00574
Transaction Number:
SS-00574-2E15A
Description
Private Sewage System (Septic Tanks)
Amount
$400.00
Total:
Payment Amount:
$400.00
$400.00
Reference: 14726
Paid by: Andry Rasmussen & Sons/ PO Box 66, Cable WI 54821
Payment Type: Check
Transaction Date: 6/23/2025
Receipt of payment does not guarantee eligibility of
permit and is not proof of issuance of a permit
BAYFIELD COUNTS SANITARY PERMIT (#04)-25^0S
STATE SANITARY PERMIT
OWNER: TANIN, JULIE LYNNE &TANIN, MARK JULIAN
GOV'TLOT: LOT: BLK:
SE 1/4 SE1/4 SEC: 3, T 46 N, R 8 W
TOWNSHIP: Delta
SOIL TEST: 56-25
REPLACEMENT SYSTEM
SYSTEM JVPE: Non-Pressurized In-Ground
PLUMBER: JASON KUETTEL
TRACY POOLER
Authorized Issuing Officer
DATE: 6/23/2025
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: # MP 675751
Condition: Properly Maintain System Per Recorded Agreement
THIS PERMIT EXPIRES 6/23/2027
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION