HomeMy WebLinkAbout026-939-14-5141-SAN-2023-254 ,
� �'` ' t � Department of Safety c°°°ry c/1
_ �. • ��� & Professional Services, s�''�'`' � �
' � _� Sanitary Permit Number(to be filled in by
.;r,�� �_ _ Industry Services Division
,,�_ �yS� �,`'r5 �
Sanitary Permit Application state Transact��io`n Number � I
In acwrdance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriaTe governmental unit �
is required prior to obtaining a sanitar} permit.Note:Application forms for state�w�ned POWTS are submitted to Project Address(if different Ihan mailing a S
the Department of 5afety and Professional Services.Personal inforniation you provide may be used for secondary
purposes in accordancc with thc Yrivacy Law,s. 15.04(1)(m),Stats. ��$� �l�L►L� PO�n�" �.Y�
1.Application Information-Please Print All Information
Property Owner's N�me Parcel#
a c�} .�- 5vl:e, (�rc.e.r� o�`- 939- IN 5��1 1
Property Owners Mailing Address Property Location
�I �CYI A JC Govt�L� � � �.J� I`� �
City,State Zip Code Phone Number
��/'1 n GA O��S � MN S.Sy�� �+- ^ 1Q, Section ��
[I.Type of Building(check all that apply) Lot# T 3 l N R E or�
�I or 2 Family Dwelling-Number ofBedrooms y �' Subdivision Name
Block# "—
❑Public/Commercial-Describe Use --
❑City of
❑State Owned-Describe Use CSM Number ❑Village of
cs r, �► 8 �y � �-►-oW„of �.,d c�c�
IIL Type of POWTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C i
a licable.
�A' New S stem
� y ❑ Replacement System ❑ Other Modification to Existing System(explain) ❑Additional Pretrcatment Unit(explain)
B.
❑ Holding Tank �In-Ground �CO�'1�.'�' ❑At-Grade ❑ Mound ❑ [ndividual Site Design ❑Other Type(explain)
(conventional)W��:�
L• ❑ Renewal E3efore ❑ Revision ❑Change of Plumber ist Previous Permit Number and Date[ssued
❑ Transfer to New Owner
Eixpiration
IV.DispersaUTreatment Area and Tank Information:
Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation �
a� o.s /a. o i aoo /3do laoo / � so 95.��
Capacity in Total #of Manufacturer
�
Gallons Gallons Units � �o v ^
Tank Information � � _�
New Tanks Exis[ing Tanks � o Y � � � R �
a U va � va u. :7 a
Septic or Holding Tank , � � ,1 /7.. ,
d V
Dosing Chamber O �.� -'S D /' _ C� L
(�O�f� �TL
V.ReSponsibility Statement- I,the undersigned,assume responsibility for installation of t W1'S shown on the attached plans.
Plumber's Name(Prinl) Plumber' nat '� MPlMYRS Number Business Phone Numbe
�� ���,�.� i ���-�1 1��..._ - 9so� � � -,�s-ssa -�► 3 8
Plumber's Address(Street,City,State,7ip Code)
l3 S'oa w Fro ��i 1�� �� 1.arr✓-C�, W s" s�a y3
V[.Coun /Department Use Only
�'Adp � ❑Disapproved $�rmit Fee Date Issued Issuing Agent Signa[ure
❑Owner Given Reason for Denial /�'� � C �`� ��3 ��L(ti.e.L��
Conditions of ApprovaUReasons for Disapproval D ������
y' ; : �
� r►� (�i� ��te �a� �-.� �-°`Z3 OCT 0 2 2023
�
� ��i�# � �3q
c s� � � - da . SA�,Y�R �����a�<
3 �3� .ZONING ADMI�IiSi R,4i`ION
Attach to complete plans far the system an submit o the Coun only on a r not less tl�an S�n x I1 inches in size
NL� R�FJt���A�T�R '—{'.'�41�
ISSUE OF PER�utiT
SBD-6398(R.03/22)
GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
ater Treatr
Owner Info
Project Name: Green-Breezy Point Ln
Owner's Name: Robert&Julie Green
Owner's Address: 3934 Upton Ave S
Minneapolis,MN 55410
Properly Info
Property Address: Breezy Point Ln(no address yet)
Legal Description: S 14 T 39 N R 9 W
Township Sand Lake County: Sawyer
Subdivision Name:
Lot Number: 7 Block Number: CSM#: 8481
Parcel I.D.Number: 026-939-14 5141
Plan Transaction No
Index Pages
Page 1 Index and title Page 9 Plot plan
Page 2 Data entry Page 10 Pump Curve
Page 3 GeoMat dist.cell drawings&calculations
Page 4 Lateral and cell cross section
Page 5 Management&contingency _
Page 6 Maintenance&specifications
Page 7 Tank cross sections
Page 8 Distribution media
Gerald Froemel /// License Number: 950111
Date: 10/02/23 L� Phone Number: 715-558-1138
��Signature: ��
Designer tamp: State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Ground Component Manual April 2019 Version
Page 1 of 10
In Ground and Dosing Distribution Component Design
Site Information
R Residential or Commercial Design N ISD Reqwred?
400.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. t_5= 150%)
600.00 Design Flow(gpd)
0.40 Site Slope(%)
95.75 Prop. System Elevation(ft) Sand s Native soii conrour
50.00 Depth to Limiting Factor(in)
0.50 In-situ Soil Application Rate(gpd/ft�)
97.30 Lowest Original Grade Ele. In System Area(ft)
97.40 Highest Original Grade Ele. In System Area (ft)
93.13 Limiting Factor Elevation(ft)
0.15 Depth Below Grade
Distribution Cell Informallon
325 Cell Width(ft) 2 Number of Cells
�� 2.00 Dispersai Cell Design Loadmg Rate(gpd/ft)
2 Influent Wastewater Quality(t or 2)
Distribution Mfortnation
E Center or End Manifold, Dist. Box or Drop Box
2 Number of Laterals System dosed Y
5.75 Lateral Spacing (ft)
32.62 Forcemain Drainback(gal) Does the forcemain drain back9 Y �..
0.00 Forcemain Filter Loss(ft)
2.00 Forcemain Diameter(in)
200.00 Forcemain Length(ft)
65.00 Inside Pump Tank Elevation(ft)
3.50 System Head(ft)x 1.3
31.52 Vertical Lift(ft)
1.39 Fridion Loss(ft)
3641 Toial Dynamic Head(ft) De=+g��e�^��,,st enter friction loss and system demano (gpm��
92.62 Minimum Dose Volume(gal)
25.00 System Demand(gpm)
Manufacturer lnfortnation
Treatment Tank Infortnation Effluent Filter Information
1250.00 Septic Tank Capacity(gal) Lifetime Filter LLC Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer LT 1/8 Filter Model Number
Dose Tank Information Gallonsllnch Calculator.c-�...�-::��.a�����;
757.00 Dose Tank Capacity(gal) 77376 Total Tank Capacity(gal)
16.12 Dose Tank Volume(gal/in) 48.00 Total Working Liquid Depth(in)
Wfeser Concrete Products, Inc. Manufacturer � 16.12� gal/in(enter result in cell DoseTankVolume)
Project: Green-Breezy Point Ln Page 2 of 10
In Ground Plan View
2 cell�ucoR�Yat
R
.�.
•� 00000000000000000000000000000 �q 000000000 :•
. 00000°o°o°o°o°o°o°o°o°o°o°o°o°o°o°000°o°o°o°o°o°o°000°000 ��1�`/1L'6� o°o°o°o°o�000000° :.
. oo°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o 0 0�0°0�0�0�0°0°0°0�0� o 0 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. 00 � � 000000 � � � 000000� � � � 000000� � � � � 0000000000000 ,
°o°o°o°o o°o�o°o°o°o°o°o°o°o�o°o�o°o°o°o°o�o�o°o�o°o�o°o°o°o°o°o°o�o�o°o°o°o°o°o°o°o°o°o°o°o .•
000000000000000000000000000000000000000a000000
.'�°o°o° o°o°o°o°o°o°o°o�o°o°o�o�o�o�o�o�o°o°o°o°o°o�o�o�o�o�o°o°o°o°o°o�o�o°o�o�o�o�o�o�o�a o� •�
� o����09� .
--- I
a culations
I ft A 325 ft Basal Area Required 1200 ft`
K 1 ft B 100 ft Basal Area Pro osed 1200 ftZ
S 2.50ft L 102k
W 12.00 ft
Basal Area Calculation GeoMat Dis ersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
600 0.5 gal/sq fUtlay 600 2.00 yausq rvday
Total 1200 ft2 Total 300 ft2
Proposed 650 ft2
Number of Celis 2 GeoMat Width 325 ft
Cell Length ft Lineal Feet of GeoMat Required 92.3
Min. Cell Len th 462 ft Lineal Feet of GeoMat Pro osed 200
Cell S acin 2.50 ft NOTE:Min S dimenslon= 1'
S stem Elevation 95.75 R
Limitin Factor 93.13 k
Se aration 2.62 k 2'Min
D!f2Ct'�Ong.
Play �vith cell lerg!h to get desir�d cei! spa � � �ength and w�dth R.ememb� � syste�n SHOULD � q�.�r tl an it:s
wide It r�rsi also Satis`y basal �oad�nq ra[e anc GeoMat cell loading rate
Project: Green -Breezy Point Ln Page 3 of 10
End Connectlon Lateral Layout Diagnm
f —
�.
�
Hole spacin9 is every 12", VT'hole at 4&B O'clock,starting 4 O'clock 6"6om entl and
e O'clock Holes at 12"from entl. 4"Perforatetl pipe may be used.
Lateral Spacing 575 ft Pipe Diameter 2.00 in
DlstrlbuHon Cell mas Sec on
F;�,��.,�� �` ➢�1' V�l�Y �1dxY
. n�m
0.15 R —
I ��� ��;;�z ��o ��
� " T..
2in �► PIpCDLL.'"� ^ �hu , F�
. ._� PiK I�.._
Top of geomat to be a[or ��. _ _ _ - - GEDMAT
beloworiginalgrade � i � I � I � 2.���33c,,.� _ � � I , I � I � I Car�
InflVaaw Sti�rLce
" _____NATIVESOI[�____=�
------ - __�_ - - L%riis7FrSQ
SOin y ---�
Observatlon Pipes
,.�+,m�
�m.a. �
I �I.•�.m.
12"Mia � �
42"Max. ��
s°' r � .a,h�r
�..n.i n,��� � .
��� _ � /
Y ��
msz _� �
w�"--�—I p T _
TASIM FJ)�J�Ovu��'i�
95.75
Project Green-Breezy Point Ln Page 4 of 10
Notes/ Maintenance Requirements
MANAGEMENT PIAN
This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis-Admin.
Code,the in-Ground Soil Absorption Component Manual for Private Onslte Wastewater Treatment Systems Version 20 SPS-10705-P
(N_01l01). GeoMat in ground Component manual April 2019 Version.
1.This POWTS has been designed to acwmmodate a maxlmum daity flow of 60�9Aons of wastewater per day. The quality of
inFluent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats,ofl and grease
A monthly average ot 220 mg/L BODS
A monthly average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement
standards and preventative adion limits specified in ch.NR 140Tables 1 &2 at a point of standards application,except as provided fn DSPS
383.03(4),Wis Admin.Code.
2.The owner of this POWTS is responsible for system operetion and maintenance.
3.Defects or malfunctions identified during maintenance described above shall be repaired in wnformance wifh SPS383 Wis.Admia Code,
and the pertaining county Private Sewage Systems Ordinance. The users manual,provided to the owner of the POWTS fndudes the names
and telephone numbers of the propedy licensed individuals to contad for such repairs.
5.No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance wfth SPS 383.33,Wis.Admin.Code-
NOTES
Two Effluent Filters to be installed where possible 1 to be installed in ST,and or 7 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be deaned once in spring,and once in fall. Also,strainers in sinks in
the building shall be maintained,so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell_
The plumber,or county shall see to it that a copy of these plans including this page,mainfenance folder,and maintenance agreement is
given to the homeowner.
This system may contain a dose chambec If a pump,float,electrical outage causes the dose tank to fill,the homeowner should see to it that
the effiuent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded- I.E.spread laundry
out over time, not 6 loads in 2 hours,while everybody showers,and uses the toilet.ETC-
CONTINGENCY PLAN FOR COMPONENT FAILURE
A. Septic Tank.Any shuctural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints belween manhole risers or covers shall be repaired 6y replacing faulty seals with approved materials to make joints water-
tight.
8.Outlet Filter.The outlet filter shall be replaced or repaired when d is either no longer capable of preventing the discharge of particles larger
than 1/8 inch or when it has become pertnanently degraded by clogging so as to interfere with the design flow out of the septic tank.
C.Dosing chamber and pump.The dosing chamber shall be replaced ff any structural failure is found. Leaks fn]ofnts belween manhole
risers or covers shall be repaired by replacing faulty seals wfth approved ma[erfals to make joints water-tight.The pump and controls shall be
replaced when they are no longer capable of functioning according to the design plan.
D.Pressure Distribution Piping.Partial clogging of the distribution nehvork may result in unduly long dosfng cycles.The ends of the
disMbution laterels may be exposed and the threaded end caps removed.The piping can be disconnected on the ouUet end of the pump.
The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing
chamberthen be pumped by a licensed plumber.
E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard
created by the effluent.All failures created by surface discharge shali immediately be reported to the appropriate county.The pump shall
then be immediately disconnected to prevent furtherdischarge to the ground surface via the soil absorption cell.The existing septic tank and
dosing chamber shall be used as a temporery holding tank until the necessary repairs to the soll absorption cetl can be achieved.The
replacement shall be initiated only after any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary permlt is obtafned from the wunTy.
Project: Green - Breezy Point Ln Page 5 of 10
in Ground 5yatem Maintenance and Operation Speci�cations
Service Provider's Name Gerald Froemel Phone 715-558-1138
POWTS Regulators Name Sawyer County SPIA-Zoning Administration Phone (715)634-8288
Svstem Flow and Load Paremeters
Design Flow-Peak 600 gpd Maximum Influent Particle Size 1l8 in
Estimated Flow-Average 400 gpd Maximum BODS 30 mg/l
Septic Tank Capaciry 1250 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 325 ft2 Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Effluent Filter Ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test periodical
Pressure System Laterals should be flushed and ressure tested eve 3 ears
In Grountl Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials wnform to Table SPS 384.30-1, have a watertight cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. April 2019.
2. Dispersal cell media conforms to GeoMat produds approved for use with the GeoMat In Ground Component
Manual Ver April 2019. Media is covered with an approved geotextile fabric.
3. All graviry and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
4. Scarification of basal area is accomplished with a rake or other tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Turn-up Detail
� 6-8"Diameter Finished Threaded Cleanout
Lawn Sprinkler Grade \ Plug or Ball Valve
Box \
y Vent if i ' ot Dosed
� Lateral Ends at Last Orifice where
� long Sweep 90 or Two
�45 Degree Bends Same
Diameter as Lateral
I
�Distribution Lateral� Lateral Cleanout �
95.75 Feet
Projed: Green-Breezy Point Ln Page 6 of 10
PAGE ��
GRAVITY-DOSED ��� , o
SEPTIC / PUMP TANK SPECIFICATIONS
(No Scale)
4"9 Venl Plpe
>70 ft from
Building Eleclriral musl comply wilh
72"Min.or20ftabove SP5316andNEC300
Established Flood Elevalion Exlend manhole nser as necessary.
(tyPi�l) Weatherproof
Appmved .lunction Box
Vent Ca APP���Locking Manhole
IMPORTANT: P ���hWam(,��IbelAllarhed
Anchor tank(s)as necessary
pursuaM to SPS 383.43(8)(g) �co�d���
4"Min.or 2.0 ft above
Established Flood Eleva�ion
(�YPiral)
�Airtighl Seal
Finished Grade �
-' Quick Disconnect
a. 18"Min.
CAPACITIES @ 16.12 gal(n , . . lnP'�'>
Depth(in) Volume (gal) • d �
A 27.0 435.24 — *� w�P �nPv,o�ea�o���s�m
Hole Approved Pipe 3 fl onlo
B 2.� 32.24 q Solid Ground
I croa�n
[C] 7.0 112.84 � I
�J- _Alartn •
D 12.0 193.44 B �—o�
� ��� PUMP-0FF
�c 4g � P°mP �_ors ELEVATION = 66.00 ft
Pump Tank Liquid Level = in
° INSIDE BOTTOM
Force Main Diameter= 2 in c°"`�`e
B1o°k ELEVATION = 65.00 ft
�
Force Main Length = 200 ft 3"AppmvedBeddingMatenal8enea�hTank
Force Main Void Volume = 32.6 gal
[C] Total Dose Volume (TDV) = gal/dose
��
(<0.2X design flow+force main void volume)
Vertical Lift = 32'0 ft
PUMP TANK: SEPTIC TANK(S):
Volume = 773.76 gal Total Volume = 1250 gal
Manufacture ser Concrete Inc Manufacturer(s): �Nieser Concrete Inc
Pump Man�facturer: Liberty
Install approved effluent filter at the seatic tank outlet
Pump Model: 293 (�aHachedpumpwrve.) immediately upstream of the oump tank inlet
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Lifetime Filter LLC
Controls/Alarm Model: PS Patrol Filter Model: LT-1/8
Float switches containina mercury are prohibited.
GeoMat Diatribution Cell Media 4yout
325 Cell Width(ft) 2.63 SiOewall to Laterel(k)
Distribution Cell Cross-section Ar�angemen[s
... _._.. _�. . .. . _ S _ .__.._Q. . .. . . . .. ..
. .. . .. . . _ .. . ..
omponeM egend � �� �'� � � �
O Distnbution Pipe
GeoMat is coveretl with approved geoteulile fabric as per ihe their product approval.
Distribution Cell Plan View Layout-Typical
3 25 Cell wMh-A(ft) 'I OODO Cell Length-B�ft)
. . . .. . . _. . .. . . . . _ ._ .. .,
� � � � � W� � � � � � .� � �� ���
� � � � �� � � � � � � ��:
� � � Typieal Dispersal Cell � �
�:n:ch'rl C:r�Ap �Y ��v Y`Y V
. . • DIlCI�IIh00
i Co.�ateeommmaed
1z'-4z" -� e vrn � I�malLevd
I . �,' _�. mr��
r�nu,, �,�v \ F,tx
. ._ + PiK '�__'_ _
.�� � _ _ . • _ .. _ _—• CI��T
� � � � � � � �ASIM 33��3 � I � ' � ��� � �1 �
� __ ________ ____J J _ InSltrauveSurSce
--NATIVESOIL=_-__=�
� �___ _ _ __ ________ �� Lrs�.'rs,v.Faarr
See Eetails on page</or number,sae,anA spacirg of laterds.
Project: Green-Breezy Point Ln Page 8 of 10
WHITEFISH l�q�(E
r �� _ti
~ ��Q� �l �n
--�-
1�
-�,
��, $ C A � E = 1 : y0
o�`
�
— �. _ _ Qretzy Po:n} L,r�
� — PIO 6eu} 1. F3 (s.c(3}+ (�,.Itei! (Secly�
� y"pfC SchYDASTM i84�
Sea �9 , T3qN �Ro9W
�I � 1-ewn o� Sand 4alSc
V'
oee �ropexd 54wyer Go�n}.�
au►aCFet�eMnm yad�'" Pat. oaG- 939- �Y S/ Y1
AJtn D��6S �""��'"6J
te� 'i csnN SyBi, �.3aP. a9a
D1�� 3ot► :�n 5" /�sh Trec
E L e v A r � o N S
Bn � oo . oo FE
[i� 9 � . 30 <�
6� 9 '7 . Y c� f F
b3 q � . 3 o F�-
LA KE a 9 . o v F-�
V'
� GT+ �asoi�rOy��. pKfeb ce..cmhc
� ce...b;..a+�or S.p�:c/Po.•(a �lc..K
'� leade by W:eSer (,e..c.�c►e w��1�
a L�ft�r�..< LT• �/B F:l{c� and Gbt��7
�qs P.n.�
AR� �a'a �oa' (�bte.��iow Aa.. c••��a•.�;,,f
, R� . Iwe 100' (�c�ro} 39OU ����3
.
� �
♦ `
� �
� •
� �
, � P
, � rP
, .
` � sBa,
, ,
an � �
, ,
, ,
, ,
, ,
, ,
. ,
.
. �
, �
, �
, ,
. ,
,
83 �
�S-priREE2Y Po�N'rCN �G e q o� 10
�r g
pa9� i o o� i o
f�
�
� � � �/�
I�ber Pum s � �
p
.
� :
. . - . . �', �
� .
�;
• � - - • � -
• ' • ' ' � •
LITERS PER MINUTE
0 50 100 150 200 250 300
50 �
�-, i ' �,
45 j 14
i I , I i �
li � � I
40 ' I
� I i i i i I 12
/� 35
i ..
I i � i 10
�
� 30 �
LL � �I W
Z F"
� `\ I W
w I 8 �
z
= 25 i o
►Q- I s
� � J
'LQ � F
6 Q
H
I I I �
I
15 i � ,
� I � ;
I I , � 4
� � i �, I
10
� � � z
5 � ,
i
� ' � I � ;
I i
0 0
0 10 20� 30 40 50 60 70 80 90
GALIONS PER MINUTE
_ ��I��M�
290 PI R010/12/2015 9Copyright 2015 Liberty Pumps Inc. All rights reserved. Specifications subject to changc without notice.
��
10/2/23,2:05 PM Real Property Listing Page
Real EState Sawyer County Property Listing Propertystatus: Current
Today's Date: 10/2/2023 Created On: 8/13/2020 12:16:05 AM
�Description Updated: 1/16/2023 '� Ownership Updated: 1/16/2023
_ . ___ _ __ ___ _ . .
_ __ __._ __.
Tax ID: 43918 ROBERT 7&JULIE L GREEN HUDSON WI
PIN: 57-026-2-39-09-14-5 05-001-000410
Legacy PIN: 026939145141 Billing Address: Mailing Address:
Map ID: ROBERT J&JULIE L GREEN ROBERT J&7ULIE L GREEN
Municipality: (026)TOWN OF SAND LAKE 860 KIRKWOOD WAY N 860 KIRKWOOD WAY N
STR: S14 T39N R09W HUDSON WI 54016 HUDSON WI 54016
Description: PRT GOVT LOT 3 SEC 13&PRT GOVT ��D
LOT 1 SEC 14 LOT 7 CSM 36/29Z #8481 �" Site Address * indicates Private Road
_ _
Recor ed Acres: 1.500 6298N BREEZY POINT W STONE LAKE 54876
Calculated Acres: 0.000
Lottery Claims: 0 � Property Assessment Updated: 4/13/2021
First Dollar: No _. _
Waterbody: Whitefish Lake 2023 Assessment Detail
Zoning: (RRl) Residential/Recreational One Code Acres Land Imp.
ESN: 423 G1-RESIDENTIAL 1.500 183,500 0
2-Year Comparison 2022 2023 Change
� Tax Districts Updated: 8/13/Z020 Land: 183,500 183,500 0.0%
1 State of Wisconsin Improved: 0 0 0.0%
57 Sawyer County Total: 183,500 183,500 0.0%
026 Town of Sand Lake
572478 Hayward Community School District
001700 Technical College ,
�Property History
Parent Properties Tax ID
�r Recorded Documents Updated: 10/26/2020 57-026-2-39-09-14-5 05-001-000400 43917
WARRANTY DEED _ _
Date Recorded: 10/19/2020 427328
CERTIFIED SURVEY MAP
Date Recorded: 8/11/2020 425647
WARRANTY DEED
Date Recorded: 6/26/1997 261564 606/394
CERTIFIED SURVEY MAP
Date Recorded: 5/31/1996 254586
Child History Record C�,mt: 3-
HISTORY Q Expand All History White=Current Parcels Pink=Retired Parcels
�Tax ID: 28427 Pin: 57-026-2-39-09-14-5 05-001-000310 Leg.Pin: 026939145131 Map ID: :1.31
0 Tax ID: 28426 Pin: 57-026-2-39-09-14-5 05-001-000300 Leg. Pin: 026939145130 Map ID: :1.30
�Tax ID: 43917 Pin: 57-026-2-39-09-14-5 05-001-000400 Leg.Pin: 026939145140
43918 This Parcel Parents Children
https://tas.sawyercountygov.orgl/system/frames.asp?uname=Eric+Wellauer 1/1
�
„r�� " �
-'.n,w �,�
� 'L.;�l �� ti,,���
, � ,� h�
i � ��� �
,�' _ �� '.� ,��,f �
F+- 3� h�.^„e�ly.,_. ��: '.�. � �l4 �� �_ .
��� yj � ,'ti. \ V h �y :S
�=�� :;'�"���"'y+1� f i'�ti �* � ;'�< '`�� �' � �'"��� „
� x � � F ;�
�s y � � �, },y�,,� . �t�����t�,c � 3 ,'?e'�',�
`+� �'`' ��"l� '� � kZj�$•a. /�. '"`i �
,,�'s't t � d �4 � '�f ♦ � R
a . Lr� �f j � � r ��". -�`�� .h�..y�k � 'titi .t0�i e' 1
Sr � '^ v� .y�� - t' t.
' ��p,�., ry !l y�,
.sr ti,�yrr , �°�q� rr�' ��'�'�a'�5.� � `� i�'3",t � ,s.
t� y ��r d � � 'c '� x � . *. �.�,'
���� Y'�`�z ,��J,��,<�y � �s �a.� �; �' ��F��'�� ,� � _ �( �����`A
'�� "'`�"�p ,�'7i`,r�{r"` .:r' �, r �/ /f. � F., �`���� � �+.
ir V r�'��r ��,. � ��f d o�i_ t��,� 't �T�t f'�fk�.a�`��.._� i.1b�\.
��� ��� /,�,i1��f �����,/1�H «� l�' v?�''YJ ���,. �. � �. �
// ! f/ Y J \G. ` .'�..i ��. , j..
��� t Y /�' i �'��� ��. I'� .y p1#.
�`�F f'f,. r�1�/ 7t�`i �< ,p�a� �yt , / / r,5a3��T,+��t�* ,' �
f/,� '� �"�}.�'y� ����Y �.rt� �.A�r c�R,����� �j �:rr�'�1`,�,�*!,.d t �{ � ```\`\
�� y�t C �� r��� r�s f � •� � .�!� � � f'�+n�"" .��Yr �,y �k�y� - � ��:
/ ! g n} r y �' '`�� �` .�
1`,f r r, .,7� i 'y' f ��'
.�� i/L{�� ���: 4 -� r� �'-� �fnh i�� r�fr: ` � \
� ��r� N�� '�'f� .�+��� .�, � _'�� A�:_ J i '��`�r� '.>i,a �, .�,i'�''��
%-' *f i s � a v� �"�� J 3 f,;'� �' 1�r�`""'�, ` i� � i,,� ' �' 1� '�a� a r,�{`�; 0.
� lf;� A� $����p ' ��i�ar j� �,�,,?'1 �J �r��'r� �;'� ,iF�'S.'���' :'1
��.." /�.::� .x� �� .;Y B�/ .7,j"���`Y��:. Y /Y� l �tS. \ .�� �: 5.��.
..f/ x- ,( ""�/��p G�E� r v +' r.'.� `•1 a"J�P�l�� f���"� x -� ��t �
��rf/ri.`-.�,� � r�i/ ��tv� r��' :' � 7r�� -S �,.,�' � � l. ��1�.
�„r�f G �J 1! '�� �`� �� i�l+ �� x w:i� Y a �,` .;. �r ,.' 4.�1 L�ti ��i�.�
Y
.r . t.�hJ� ''i .�r�rf� >�`�� ��''/� � $✓ ��� ;�� ✓'� �' � '� J�� ��' �la`������§5�.
��-1D`/� � � ��v�� r � �i � nF °� '� °�� �' �;.1t �f �i YR'y r �: ",��v:0.i1 �'�..
: `l j. �1+,�'%`,,�s �«�`:J' � ��} r! � �F � f _t _ l��, A��\\ t #L�y�,r
� . .} �� r�_ r c ` t'�.:.�i'' �` �1�.� 3
�-, /i J,+� iS3t�r��'F j� ��f� .•� � ,�/4,��/ � 1� ��t ,• ,(�.tk.� .4e� ' � �. } �'+11��.�:,�
� / � i � 1' � �'Y G �,- r �i f�j l-� � I a�;5��a� �Mi���4tt�b � i ��"�
r r rf � j�'fl�� � � } i .�,j+'� �.. � � a.* � 1 �.
f ��5 � 'f, t_ ��I � �'
� ~ �Y � s r {� � '. I�� f �r 1� ��iie"' f���q�',Q�" . t � � �
�;:�,/r 1 ' jf '�� �.�r�7+i�,lR ,{f.`�/<F { r.r �F j; t �.! �.�•'�,yy a�>� �y G� 'r. "l4L��.,;; �3
/�r� sYF{r�r'. i� :''�jrr r � '1'l/.�r",� p.��� -? F!�' '�,'.�^Ml�� �'�',h ���:� i�a�t . �
t,' � , l '.�d. ✓ � `f'�a' � �t ✓j(f�.+- .r,/' r �a°�� � d"� ,���ti 4+��r}4 � ..
�f.:r �. '.h'��f k i r�X��rr . r��'� �T.� ( ��fj �� ,j/� 1� hx� "�� 'aa,�,. a�4 r � � ��:
r� r� r f ��r i �r � ,i j�J: c. h�- ����, F fi ✓
� ���s ✓r �'r � `' f / ���°;°r f ! w�.ly�i t y�r"`°�c� �f �
1 �I i J rr :/ r f ��� � r"� tJ : � �r q� .�r w� �dv4
/� /r
�' I� p �.�i��/�%': ���r_ �`�,���F� .�''� ��+'���f�'_/ � � � . �
�•� � lii' �t '. d ;1���'SP j �.r srv�., �r r: J`� � +
� ��J4 ��1. Frr� ;- r��h'}y,r /� �:�r�j�K f-. ...y�� � � .
b F �I I-�/� �r �r� jj i j� T � ��i �.a � '�j. � �'� .? '�.
,('1� yaW � �'1 N Y �., �r J� ''� � }� �'i s'� � r�' � .Z' �° �
J�� r�, / I
.•fY� � f �-� � ��� �� �r'J„r Y��.� ti s�-.. � �i/ � lr�si# -• � /����
S�N ,+ �ti�. Yr ,C.h'f 1 _kl/ � !1 r .. �i_ �:±
``,,��°� �� � � ' ,:� , • ��� �� , �`�r������'" ,��` � , `/ I �"..�?.
'�•t ly "Y ! �s *�'f �� 4 ��r � �1 'Y � r<�7 1�
�: - � � ,;� �
ti�r , �
� � � ' ,.�r � � ,� � t ; r. `
i i�P��j��'c��/. ����'�}�i'� ��r!�� .�` f ,"�,y��',r ''�� }`� �� A" ? .%.yr � ,{ '
,.�"fi�`/If. .�.yt�/+'�' `Y ,��+.-�`-- ~� i;�p�� r� rj�����j r / ���� e�fl 1'� r�t�' ,( _+`� �
.� �<�j� �t�% �\ ,. n � �; �`' ,'$�,Y i�rf � tl ;:� �1"' . �
h h,; /� �y�g � yI.. �k '�c j t s� � T �k f.
.�f{f�,+r3`� r �;�q" s �� 4 3! t� � �'�� i .. �4,.,+. �S�q. „ tQ .(y Y 3-G'� /���
{: u �� !r /�.�5� �"� r,c/'d�`,jc�y5 ,��� ���_,t� l'�r�:� J�r�' tz..�y �,L�.
/�! �` , ;� ,d ' .{ . -,r . ',�"�,� `' `•' t� �'�}�;fs�� '
i �� ,�,,� !+ �-� 4,t^ � _ , `�".r +�i�t��'N y ,F y}�. ,
o� ,�. �'�M � � }\',%� *�'.. /' t . �E�i .� � l � l�;' '.�`':
..�� �� - �. iy� ,�, �s�l, �T � r p r �� �,
'i� R > b,eP., t �•�' '�l fiitv �.y¢,