HomeMy WebLinkAbout032-438-18-1301-SAN-2023-022 �
��' '� � Department of Safety c°°°�y �
� e - & Professional Services, �
a Sanitary Perd it Number(to be filled in by Co.)
Ps Industry Services Division �iJ
(9 _3 q 3�� �.,
- _ ,
Sanitary Permit Application Qs`��"�����°sa°`;°°NimeeL ^ �'
[n accordance with SPS 383.21(2),Wis.Adm Code,submission of this form to the appropriate govemmental unit � ^' �� ���� l��" � �,
is rcquired prior to obtaining a sanitary permit.Note:Applicarion forms for statc-0wned POWTS are submittcd tu Projcct lddress(if diffcrcnt than mailing addcs �
the Department of Safety and Professional Services.Personal information you provide may be used for secondary 3q� 8�y D Et�Z TRAt� qCR��H
purposes in accordance with the Privacy Law,s.15.04(I)(m),Stats.
I.Application[nformation—Please Print Atl Intormation
Property Owncr's Namc Parccl#
� Z o 3z�13s► r o
Property Owmer's Mailing Address Property Location
City,State Zip Code Phone Number
3�C O �__'/<,--�E _'/e, Section _� __
7
II.Type of Buildin (check all that apply) Lot# T N R E o
�I or 2 Family Dwelling-Number ofBedrooms y Subdivision Namc
Block#
❑Public/Commerc;ial-Describe Use��
❑City of
❑State Owned-Describe Use ``l� CSM Number ❑Village of
(iiL Town of��j��T�$
III.Type of POWTS Permit:(Check either KNew"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if
a licable.)
A� New S stem
� y U Replacemcnt System ❑ Other Vtodification to Existing System(explain) ❑ Additional Pretreatme�t Unit(explain)
B' ❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound ❑ Individual Site Design yp ( p )
❑ Other T e ex lain
(conventional)
C• ❑ Renewal Before ❑ Revision ❑ Changc of Plumber ist Previous Permit Number and Date Tssued
❑ Transfer to New Owner
Expiration �—
IV.DispersaUTreatment Area and Tank Information:
Design Flow(��d) Desi�,m Soil Ap lication Rate(gpd/s� Dispersal Area Reyuired(s� Bispersal Area Proposed(sfl System Elcvation (
G�o+�►4� �.o � �b .�7
o.
Capacity in Total #of Manufacturer
Tank Information Gallons Gallons Units � U U �, f �
Ncw Tanks Existing Tanks L o a; � u � b �
a. U in �, ci� i�. C7 a.
Septic or Holding Tank ^ � ' �/
/�
Dosing Chamber Q ,..,
V.Responsibility Ststement- I,the undersigned,assume responsibility for installaflon of the POWTS s6own on the attached plans.
Plumber's Name(Print) Plumber's Signature MP/'�1PRS 1�umber E3usiness Phone Number
r-I- y 'i t5 9y
Plumbcr's Address(Strcct,City,Statc,Z.ip Codc)
VI.Coun /Department Use Only
�A p ❑Disapproved Pertnit Fee Date issued Issuing Agent Signature
,❑Owner Given Reason for Denial
$ Yoo.�o -�/ls�a3 �r�l�.�,c��,�.,,�_
Conditions of Approval/Rcasons for Disapproval S"� �-��-�s i j�r
D �', � �.,�, ��
� .�i.� �� �� 4 f r.•f f
��^�� � 47��e��S�. ....,�ro__r,_, . _ i , ' '
G�� � ��
,� � �
� \'� � �.hk# yooD . _ ..._ �l�� 15 ��23
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�S � �� _ '1 '1 I c.� ..,-j ��,a�w.�r�,�.��"704 �i ' ��F.R CQUf�1TY
�'J�o L�"� LC%��;�•��a r^�l1i:S!;��1STRATi�N
Attach M complete plans for the system and submit to the County only on paper not less than 8�R x I1 incAes in size
3�u c��
SBD-6398(R.03/22)
VVisconsin Department of Safety and Professional Services _ . Phone: 608-266-21 12
Division of Industry Services � � , Web: http:/ldsps.wi.gov
4822 Madiso� Yards Way � �S � Email: dsus�a�wisco�sin.�ov
PO Box 7302 p
Madison, w� 53707 S Tony Evers, Govemor
,. ,
Dan Hereth, Secretary
March 10, 2023 Conditionaily
APPROVED
CONDITIONAL APPROVAL DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVIStON OF INDUSTRY SERVICES
PLAN APPROVAL EXPIRES: 2025-3-10 �� ����
Plan Review: PWTS-032300293-C
Kurt Brown SEE CORRESPONDENCE
233N Hwy 40
Exeland, WI
SITE:
Przybylka
3918N Dear Trail Acres
Sawyer County
Town of Winter
SW % NE % S18 T38N R4W
FOR:
--- -- - - __-----
�
Description: 4 Bedroom- 600 GPD - 16" to GeoMat Mound Manual - (May 2022-2027)
limiting factor - Effluent Filter - Pressure Distribution Component Manual - Ver.
Maintenance required 2.1 (May 2022-2027)
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin 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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• If using the existing septic tank, it must be inspected for watertightness and structural soundness, size and
baffles, and must be brought into conformance with the requirements of ch. SPS 383, Wis. Adm. Code.
• The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and
removed. To avoid matting, any leaves or loose organic matter shafl be raked up and removed. Cut trees and
shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use
only tracked equipment, during dry conditions, with minimal passes, to avoid compaction.
• 12" of sand shall be installed between the contour and the bottom of the GeoMat product.
• Orifice Shields are required.
• 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.
• 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 intormation must be given to the owner of the tank
explaining that periodic deaning of the filter is required.
• A copv of the approved plans,specifications and this letter shall be on-site durin�construction and open to
inspection bv authorized representatives of the Department,which may inciude local inspectors.
Owner Responsibilities
• The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall also receive a
copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is
operated and maintained in accordance with this chapter and the approved management plan under s.SPS
383.54(1�.
• 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 contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes.Reports shall be submitted at intervals appropriate for the component(s)utilized
in the POWTS.
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.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation,operation or maintenance of the POWTS.
Sincerely,
,J�a��wc�/?o�ul�y
Joshua Rowley
POWTS Plan Reviewer,Division of Industry Services
(715)813-9111 Loshua.��owley a�wlsconsin gov
,
GeoMat MCfUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
lNDEX AND TITLE PRGE
Owner Info
Project Name Bruce Przybylka
Owner's Name Bruce Przybyika
{7wner's Address: 567 W18942 Tans i�r
Muskega Wt5315U
Prope�ty info
Property Address: 3918N C3eer Trail Acres Lane
Winter, WI 54896
�egal Descnption SW NE S 18 1" 38 N R 4 �/V
Townsh;p Winter County: Sawyer
Subdivision Name: AIA
Lot Numbec Btock Number. CSM#:
Parcel L D. Numtrer 032 438 18 1301
P1an Transaction No.:
Index #�ages
Page 1 Index and title Page 9 Tank cross sections
Page 2 Data entry Page 10 5ite Diagram
�'age 3 GeoMat maur�d drawings
Page 4 Lateral and dose tank
Page 5 Oistribution media
Page 6 System m�intenanre specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Kurt Brown lfcense Number: MPRS 22428i
Date. 02/02123 Phone Number 715 943 2988
;
Signature: �ll�.� �_�
Designer Sta� � State of Wisconsin Approval Stamp:
Conditiona/ty
APPROVED
DEP7.Of SAFETY AN�PROFESSIONAL
SEftViCES
DiVI510N OP 14DUSTf2Y SERL9CE5
O�_` �
ilesi<7r:�c:ci fTursu�+nt lo thc� _ _.. _ _
GeoMat Nlound Cornponent Wtanual 511�l22 see:r,ckFe�PaNcer�ce
SSWMP Publication 9.6 Design af Pressure Distribution Networks for 5T-SAS {01/81) and
Pressure Distribution Component Manual Ver. 2.1 (May 2022 - 2027)
Page 1 af 1 Q
� _..
i
Mound and Pressure Distribution Companent Design
Site Information
R Residential or Commerc�al Ues�gn N ISD Required?
400.00 Estimated Wastewater Flow(gpd}
� 1.50 Peak+ng Factor(e g. 1 5=t50°�}
fi00 00 Design Flow(9Pd)
1.00 Srte S�ape(4�m>
96.20 Installation Contour Line Elevati4n{ft)
i6.OD Depth to linnling Factor 1in)
U.60 in-situ Soil Appilcaiion Rate(gpdttf`)
125.00 Cor*tour Length Ava�lable(fl)
Distribution Celi Information
3.25 Celt Width�ft} 100.00 Designer�nput Ce8 Length(ft;
2.00 Dispersai Celi Desigr Loading Rate(gpti/fl`i 92 3? DrsG��sa�Cell Length Reqwred ift?
2 �nfluent Waslewater Quahty(1 or 21
Pressure Distribution information
C Cer,ter or End Manifold Are the la:erals the highest point
2 Number of Laterals in the distribution Y
0 00 Laferal Spac+ng(f+j networls?
11 Ot Farcemain Drainback(gai) If N above.enter t�etevation{ft)
1.'90 Forcemain Fdter Loss(ft) oi the h�ghest point.
1.50 forcemam Diamefer(in)
12U.00 Forcemam Length{ft) Does the forcemal�drain badc� Y
79.60 inside Pump Tank Elevafion(.ft}
0.156 Ontice Diameter tin}(e g 0 25�
2.50 Onfice Spacirv�(ft)= 8 13 ftZtorifice
4 55 System Head{ft)x 1 3
17 51 Vertical Lift(ft}
5 17 F nc#ion Loss(ft)
29 07 Total Dynamic H�ad{ft)
4d.73 Sx Void Volume(g�l}
55 74 Mm�mum Dose Volume(gaq
._� 21 SA System Demar�d fgpmi
Diameter Selection
lateral Diarr�eter SetecGon PRanifold Diameter Selection
in dia. o t�ons chg�ce �n dia options choice
0.75 4 25
� ao � �c
125 x 2C4
' SD x z 3 D0
�00 x
__3 UO �,_x _
Manufacturer Information
TreaUnent Tank information Effluent Filter Information
t263�� Sepfic Tank Capacity igal� Lif�time Fdter LLC Fiter Manufacturer
HuffCutt Co�crete.lnc. Manufacturer t.T 1�8 Fiiter Mc>dei Number
Dose Tank Information Galions/Inch Calculator
758.00 Dose Tank Cauauty(galj Totaf Tank Capacity(oal}
tf.85 Dose Tank Volume(gal!in) Totat Working Lrquid Depth jia}
Huffcuft Concrete,Inc Manufacturer �____�gaflin(enter resuft in cell DoseTankVolume)
Project Aac}e 2 of 10
' Mound Pian View
— —�
J
1/���,� Observation Pipe � _�
K
s A
W � . . � —
� . B
.. _.
I
. ,
a. . . . . . . . . . . : �: . . . . . . : .�. . : . . . . .-
-�- -�
L —
Mound Component Dimensians
A 3.25ft E 8.39in H 100ft K 8.67ft
8 100.00 ft F T4 50 in I 7.45 ft l 117 35 `t
D 8.00 in G 0 50 ft J 6 92 ft W 17.61 ft
325.00 (ft�) Dispersal Ce41 Area 1Q69.59 (fF�)Basaf Area Available
6.00 (gpd/ft)Linear Laading Rate 6" End of B Obs. Pipe Pfacement
Mound Crass Section View
GeoMat Dispetsal Area
r �bservation Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
component GeoMat+12"ASTM G33 sand
N G
99.08 Finish Grade----'"� Cover Materiai
97 95 l.aterai invert Elevation �
96-8? Oispersai Ceil � Slope 1 0
Elevation
-- -- Contaur Eievation 96.20
Tilled Area
Forcemain
/,�'"
4n situ soil —�
in situ soil
Shading Key
� �� Topsoil Ca�
� C� Subsoil Cap
� C� ASTM C 33 sand (F)
t � ASTM C 33 sand (D)
� � Tftled Layer
ra � Geo Mat
See detai{s on page 4 for number,size,and spacing of laterals.
Project Page 3 of 1a
Center Co�nection Lateral Layout Diagram
•="furn-un w/haH+ralve or cit�anout plu�
nil orifices point down laterals&force matn af PVC Sch d0 pe
{ ?���
', Ir X�i'�^i
....f
�
�...n7-. .. --�--� ._.._ ._ . __ _. .. , . _._. .
.a..� ....�__.._ ....._.._.. . _�,. .�,.. . :.�._.. ,....�__�.:. A __...._ _.,.._..;:�-..;..J�
�.__�.._.___ , p —�
Number ot Laterais 2 Orfice Diameter 0.15���
Laterat Diameter 1 SQ,n Onfice Spacing(X� 2 50�'
l_ateral Lengtft{P i 48.75 ft Orfices per lateral 24
Laterai End iZ) NA ft Orifzce Density 8 13 it`torffice
Late�al Spaartg IS) O C�0 ft Manrfcld Length 0.00 ft
Laterai Flow Ftate 10 77 gpm Manrf�ld Diameter 1 50 m
System F�av Rate 21 � gprr. Forcemain Vetociry 3 9� fttsec
Dose Tank Information
. . . ...... .i.,� �,�..�r�F��.. . . ..
. ..I�,:..�i f+tr. ,. ....�...� ...�
. +.+\{f :.etf
.....'.V't:je..'S il:�.
, .. , � . .,> . � ... x.�.n�l,
.�. .� � ' , , �:IF�_i:�.xEt�
.i .._. 1�'c'-
.. ... .-_ .i�i. .. ... � ��... 4.w'u
//-'` . . �.��..,, �acemairt dameter
' ' 1.5 in.
� t�,ti-..�.�, � �� s � . ,�:��.�� 1
.,�ut<.:��_� .
fA .�.r,i,._<..i..; � �
Ciearflow � � ....,.. ..__.
NSSfFF37.4 •I�i,=z,��..etr�a1:,.-�-�.�. r
� ` -
�.��,1,� �.�„...
� .... _ �-----Pump oft ek.watwn iR)
�j �•::s�,�.�,� ��.,,, . . = ao a3 �
D
� �� . Dose tar.lc eieve9on(ftl
,,_.,�.,_ ...,., ..:�?, 79.60
Dimensio� inches GaHons , Huffcutt Concrete.!nc
A �26.9y vSti.Zg ' Caoaci 758.00
B 2.00 33 70 Volume 16 85 gab`ir,cn
C 6, ,c�.r
� D 10.00 ?68 5C"
Totei 44 99 759 4C
Filter RAanufaciurer C�arfiow
Filter Model Number NSSCFF324
Alarm Manufacturer SJE Rhombus
Alarr.i Model Number AS
Pump Manufactuter Zoeller Company
Pump Model Flumber 152
UumC h.?.:st.�'ie!iv�r i���9Fin a' i-� 2�u"i`t TD>i
Pro�ect ^�gE q�f,�
Geo�lat Distributitin Ceil Media Layout
3 25 Cell Width(ft) _ t 63 SidewaN to Lateral(ft}
Distribution Ceil Cross-section Arran4ements
�,.-'.�
�
Component Legend
a Cisfritution p�pe Wi[h Pressure�ateral L.J Orifice Shieid
• Tumup Enctosure ----- Pressure Lateral
GeoMat is covered wsth approved geatextile fabric as per the the�r produd approval.
Distribution Ceil Plan View Layout-7ypicat
[ 3 25�Celf Width-A(ft) 1Q0 OQ Calt le»gth•B(rtj
.._ _ _ _ _ _ �. .� 1 _ - - _ _ _ �..s
Typical Dispersal Cetl
; Sand�"�f Re�ommentled Clistr'�bution�atera!
� -.--��'"Or�fitt�Shirld
_.. .._ .._ __._.-- --
__.
Pipe Dia. { � ---�` �PP�a�Pd infilfrative FabriC
� � GeoMat
Ccmponent
n � . . ;nfitrari�r Suriace/P�ow layer
�_.
Observation Pipes 5hading Key
j rtacHra� ti
� '�"�' � � � Tppsoil Cap
'°a"�ra''ae .�' °•""�+� ' � , � Svbsoit Cap
R�,,,, � ; � ASTM C 33 sand (F)
''`�"' 1 � ASTM C 33 sand {p}
�___�� ^e"me s� � � Titted Layer
I .�,�.
� ..5:�� D f�- �> � G�� Mat
See CetaAs on page 4 for nurr�er,5�ze,azW spaang ot tatera#s.
Pro�ect Page 5 of 10
Mound System Maintenance and Operation Specifications
Service Provider's tvame Kurt Brover, Phane 715 943 2988
�'ObVTS :?equiaror's rv�rr.e 5�o✓�er�oimry SPIA-Zaning Admiristration Phone (715}634-82$8
Svstem Flow artd Load Parameters
:'.csign Fiaw Peak o�����gpd Maximum Infiuent Particle Size 1/8 in
Estima,ed Fbw-Average 4D0 gpd Maximum BODS 3Q mglL
�eptir..Tank Capacity 1263 gai Maximum TSS 30 mglL
Soi�vlbsorptiori Component Size 325 ft` Maximum FOG 10 mglL
Type o`�"la�iewater po�rest_c_� Maximum Fecat Co6fortn 10E4 cfu1100 mL
Service Freouencv
Septic and Pump l ank inspe�dndior;ervice once eve 3 ears I
Effiuent Fifter Inspect and cisan as necessa at feast once every 3 years _�
Pump and Cantrols Test once evary 3 years
Alarm Shauid test periodical
Press�ire 5ystem Laterals shout�be flushed and pressure tested every 3 years
Mound insp..rt for pond'+ng and sespage once every 3 years
Miscellaneous Cortstruction and Materials Standacds
i Observation pipes are slotted and materiais conform to Table SPS 384.3Q-1;have a watertight caQ and are secured m as
shown in the Synergy Systems GeoMat Mound Campanent Manuat Version 1,2077
�. Dispersai ce11 media carttorms to GeoMat producis approved for use with the Synergy Systems GeoMat Maund Component
Manuai Version 1,2017 Media is covered+nnth an approved geotextite fabric.
3. Rl!graviry and pressure piping materials conform to the requirements in SPS 384,Wis.Adm.Code
4. Tiliage of the basal area is acComptished with a mokf board or chisel plow.
5. The mound structure anti other disturbed areas wili be seeded and mu�Ched to prevent sai erosion and hedp reduce frost
penetration.
Laterai Tum-up Detaii
t�-8"Diameter F;nished Threaded Cleanout
Lawn Sprinkter 6rade �\ f�, Plug or Ball Vaive
Box \
�
Lateral Ends at Last Orifice Wbere
' �
� �=� ': " r r
Long 5weep 90 or Two
�_�.--
I _��� ���45 Degree 8ends Same
Diartieter as Lateral
�l�r
F �
Distribution lateral Laterat Geanout �
1.8 Feet
Project: Page&of 10
_--- -,
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
General
This system snan be operated in accord2nce wah SPS 382-84 Wia Adm Code.and shall ma�ntained m accordance wdn ds'compcnent
manuals[Synergy Syskems L L G,Geomat Mound Component Manual version 1.2057 Pressure Distn.but�on Component Ma�ual Ver 2.4
56U-10706-P(N.Otl01)and 5SWMP Publication 9.6(Ot J81}]and local or state ruies pertai�ing io system maintenance and maintena�ce
reportmg_
Sept�c and pump tank abandonment shaN be in acco�dance with SPS 383.33.W�s.Adm.Code when the tanks are no ionger
used as POWTS components.
Septic ar pump tank manhole risers.access risers and covers should be inspected for water tgMness and soundness Access openings
used for sernce and assessment shait be sealed watertight upon the cumpletion of serncz Any open�ng deeme.�unsound,defectrve,or
subject to taFlure musS tae replaced, Exposed access openir�gs greater than 8•rnches in diameter shal!be secured by an effect+ve lackmg
device to prevent aCc�fentai or unauthonzed entry mto a tank or component
Septic Tank
The septic tank shaA be mamiained by an individua!certif�ed to serv�ce se¢Gc tanks under s 281.48.Stats i'he contents of the septic
tenk shati be disposed oi in accardance with NR 713.Wis.Adm Code. The operat�ng condition af the septic tank and out�2 fiiter shall be
assessed at least once every 3 years by inspectian
The outlet fiRer shaU be cleaned as necessary to ensure¢r�er operatwn The fiiter cartridge shouW not be removed uniess provisions
are made to reiain soliGs in the tank that may stough off the fifter when remaved trom its enGosure #f the fiEter{s equipped with an alatm,the
fitter shaU be sernced if the alarm is act�vated conti�uousiy. IritermYttent fiiter atarms may�nd�cate surqe flows or an impending continuous
alarrn
The septic tank shall have ifs contents removed when the vaiume of studge and scum in the tank exceeds t/3 the liquid volume of the
tank. it the contents o!the tank are not removed at the time af a trienn�ai assessment.ma�ntenance personne!shali advise the ovmer as to
when the next serviCe needs to be perforcn�to mamtam less than maximum sCum and siudge accumulation in the fank.
The addition of biological or ct�mical add+tives to enhanCe sept�c tank performance is generalhr not required However.if such praducis
are used they shall be approved tw septic tank use by the Wiscor.sm Department of Gommerce.
Pumn Tank
The dos+ng(pumpi tank shail be mspected at least once every 3 years. All switches alarms,and pumps 5ha11 be tested to venfy proper
opera[ion, if an effluent fitter ts installed wRhin the tank it shali be mspected and servrced as necessary If the force main has a weep hole,it
should be noted if rt is funccional dunng pump opera[ion.and if not.it shouW be cieaned
•""No one should ever enter a septic or dose tank sinee dangerous gases may be present that could cause death.""
Mound and Pressure Distribution Svstem
No trees or shrubs should be planted on the mound Plantings may be made around the mounds penmeter.and the mound shaii be
seeded and muicF�ed as necessary to prevent eros�on and to prov+de sorne protection from irost penetratwn, Traffic(other ihan for
vegetative mamtenance)on the maund is not recommended since soit compadion may hinder aeratwn of ihe infiEtrative surFate wFthi�the
mound arsd s�ow C.�npaction in the wrtnter�w{I pronwte frost peneVatan. CoW weathet instailations(Odober-February)dictate that the
mound be heavdy mutched as p�otection hom freezing.
Intlusnt quallty into the mound system may rrot exceed 22{7 mg/L BOQx,750 mg/L TSS,arid 30 mg�L FOG tor sept�c ta�k effluent or 3p
mglL BOD�.30 mg/L TSS,1 Q mgR FOG,and 10`c#u!t OQ mL for highFy traated eftluent lnRuent ttory may not exceed maximum des�gn flow
SpeCilied m th2 pCrr,id for th�s rnStd118t�On
The pressure d�stribution system is provided with a flushing poim at fhe end of each lateraf and 2�recommended that each latera'be
flushed of accumulated sol�ds at least once every 3 years When a pressure tesi�s performed it should be campared to the iniUa�test when
!he system was instalierJ to detertnine if orifice Gogging has occurred arrd if arifice cleaning�s required to maintain equal distribution w�thin
the dlspersal ce11
Qbservat�on pipes within the dispersal cell shalt be checked#or effluent poculeng Ponding levefs shall be reported to the owner,and any
ievels above 4 mcties co�sdered as an impending hydraulx fadure requiring additional,more(requent mo�itoring.
Gontins�encv Plan
It the septic tank or any of its componenSs Qecome defect�ve the sank o�componenY shaU be repaired or reptaced to ke�p ihe system m
proper ope�ating cond�ron.
I(the dasing tank pump.pump wntrols.atarm or related winng becomes deEechve the defective campo�ent{s)shalt be immedlatety
repaired or replaced with a component of the same or equal performance-
If the mound component taAs to accept wastewater ot begins to discharge wastewater to the graund surface.it wi!{be repaired or
replaceti in its'present locatwn by Encreasing basal area if toe leakage oceurs or by remavmg biet�ically dogged absarption arM dispersa!
media,ami related piping,and rep4ating said compone�ts as deemed necessary to bricig the system mto proper apereUng cortdition
See Page 6 of th�s ptan for the name and telephone numtrer of your focal POWTS regWator and serv�ce provider-
Project: Page 7 0#10
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Real Estate Sawyer County Property Property Status: Current
Listing
Today's �ate: 8/6/2022 Created On: 2/6/2007 7:55:56 AM
Description Updated: l0/3/2018 Ownership Updated: l2/12/2018
a. __ __ _._..�.��rr .__. ._ __
_.
Tax ID: 33462 BRUCE MUSKEGO WI
P��; 57-032-2-38-04-18-103-000- PRZYBYLKA
000010
Legacy PIN: 032438181301 Billina Address: Mailina Address:
Map ID: .3.1 BRUCE BRUCE
Municipality: (032) TOWN OF WINTER PRZYBYLKA PRZYBYLKA
STR: 518 T38N R04W 567 W18942 TANS S67 W18942 TANS
DR DR
Description: SWNE RJ BENDER & WG MUSKEGO WI 53150 MUSKEGO WI 53150
GILLESPIE - LC
Recorded 40.000 Site Address * indicates Private Road
Acres: __ __ .__
Lotte 3918N DEERTRAIL w�NTER 54896
Clai s � ACRES LN *
First Dollar: No
Zoning: (RR1) Residential/Recreational Property Updated: 10/10/2016
One Assessment
_._ _
ESN: 2022 Assessment Detail
Code Acres Land Imp.
Tax Districts Updated. 2/6/2007 G6-
_ __ _. _ PRODUCTfVE 40.000 42,000 0
1 State of Wisconsin FOREST
57 Sawyer County
032 Town of Winter 2_Year
576615 Winter School District Comparison 2021 2022 Change
001700 Technical College Land• 42,000 42,000 0.0%
Improved: 0 0 0.0%
Doc ments Updated: 3/21/2011 Total: 42,000 42,000 0.0%
_ _ __ __._ __.____. _ _
LAND CONTRACT
Date 409343 Property History
Recorded: 10/23/2017 __. _ _._ ___ _ __ __
N/A
WARRANTY DEED
Date 353441
Recorded: 5/6/2008