HomeMy WebLinkAbout014-942-35-4321-SAN-2023-016 °` """'� Department of Safety c°°"ty SAWYER c/1
� � - & Professional Services, �
-. _ = Sanitary Permit Number(to be fitled in by
�,, �s � Industry Services Division �
. ... (.� �°I 3 '�� S J
Sanita Permlt A lication State Transaction Number
n' pp NA i�
In acwrciance with SP5 383Z1(2),Wis.Adm.Code,submission ofthis form to the appropriate govemmental unit �
is required prior to obtaining a sanitary permit.Note:Applicabon forms for stateowned POWTS are submitted to Project Address(if different than mailing a
the Department of Safety and Professional Services.Personal information you provide may be used for secondary -d
puiposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats. � 12191N WAGNER C[RCLE �
I.Application Information-Please Print All Information
Property Owner's Name Parcel#
JOHN C. & JAYNE T. MENNE 014-94235-4321
Property Owner's Mailing Address Property Location
1634 W MOTEL ROAD �_
Ciry,State Zip Code Phone Number s E �—
SYCAMORE, IL 6oi�s s�"�i4. '� sE �i4, Section 35
II.Type of Building(check sll that apply) Lot# T 42 N R 09 1�or w
�or 2 Family Dwelling-Number of Bedrooms 2 NA Subdivision Name
E3���k# NA
❑Public/Commercial-Describe Use NA
❑City of
❑State Owned-Describe Use CSM Number ❑Village of
NA ��of LENROOT ,
III.Type of POWTS Permit:(Check either uNew"or"Replaceme qt ' ble on line A. Check one box on line B.Complete line C if
a licable.)
A.
new System xReplacetnent System ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain)
B' ❑ Holding Tank In-Ground GEOMAT ❑At-Grade ❑ Mound ❑ Individual Site Design ype p )
❑Other T 1 ex lain
X(conventiooal)
C• ❑ Renewal Before ❑ Revision ❑ Change of Plumher ❑ Transfer to New Owner �st Previous Permit Number and Date Issued
F,xpiraTion �
IV.DispersaUTreatment Area and Tank Information:
D�'g 3OO(�d) Design SoilOpplication Rate(gpd;'s� Dispersal Area Required(s� Dispersal Area Pmposed(sfl System Elevation c�-��Q�
�� 428.58 429.5 9 . FT. U
Capacity in Total #of Mauufacturer
:;
Tank Information Gallons Gallons Units A � v b„ � N �
New Tanks Existing Tanks y o � � y � ^ �
a. U v� m v� i�. C7 C.
Septic or Holding Tank g40 840 1 WIE SER COMB X
Dosing Chamber 5�0 500
V.ResponsibiGty Statement-I,the undersigned,assume responsibility for installadon of the POWTS shown on the attached plans.
Plumber's Name(Prrnt) Plum� i ature MP/MPRS Number Business Phone Number
! /� _ � �' � 7 � ��5—�5�7'��
Plumber Address(Street,City,State,Zip Code)
0`�7�t�f �cm . � a� . >u cc� ����'�'
VI.County/Department Use Only
��7 Permit Fee Date Issued Issuing Agent Signatur
�A prA�e ❑Disapproved $ ���a �. I�� I�3 ���"'""�L
�� ❑Owner Given Keason for Denial
Condition�o 0 1 s�o isapproval
,- ��R,� �� � ���,� �a,
�,�; �� } �� 1.���,.���...�. o � ���_ �- �
w ��i� �i`�::�"�"
���� � _ -� EB 0 6 2Q�23 �.
� I � , � v.� F � _ �
����ST � �- ���.��.�����._ s� .M
�.���"�l(-��� Sp,WYER CQtj�`JT'�
pMiNISl FtFi ;;s�rd
Attach to complete plans for the system aod submit to the County only on paper nol less than 8 1/2 x 11 inches in siie t1 1^�, 3
—t�T�V .".)
SBD-6398(R.03/22) NO R�FJhDS AFTER
ISSUC OF PERVIT
GeoMat IN 6ROUND AND DOSING DIS1'RIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
�
Owner Info
Project Name: JOHN C.8 JAYNE T.MENNE
Owners Name: (SAME)
Owner's Address: 1634 W.MOTEL ROAD
SYCAMORE,IL 60178
_
Prope _
Property Address: 12191 N WAGNER CIRCLE
Legat Descnption: SW SE S 35 T 42 N R 9 W
---- —
Township_ Lenroot County:Sawyer____
Subdivisan Name: NA
—._______— -______---- -- .
Lot Number: NA Block Number: NA CSM#: NA
Parcel I.D.Number 014-942-35-4321
Plan Transaction No,:
Index Pages .. ._.
Page 1 Index and title Page 9 Plot plan
Page 2 Dafa entry Page 10 Filter specificatbns
Page 3 GeoMat dist.cell drawings&ca�ulations Page �� � �
Page 4 Lateral and cell cross section Page 12 .
Page 5 Management&contingency Page 13
Page 6 Maintenance&specifications Page 14 Aerial
Page 7 Tank cross sections system caks
Page 8 Distribution media Page 16 tax statement
MARY JO HUPPERT License Number 1859-007
_-- - ---
Date: 02122/23 visro I � Phone Number: 715�26-1775
�
Sgnature: /I� ,,.
Designec$?�R � 1 'e �''L ��(/`; )
. i 1 `-'�Jr I��1�`
, � F�� .'-;;J
, �-_ B Z� 2073 �r
;,t. . � < '-`� q�
� �•_, ' ': oeay�ee Pursuam ro me HLJ yj�t�O�,'V T�,
_ '� ' GeF1Mat In Gramd Comnonent Manual Ver yur@-2a�vr.rc;m 'STRATNjN
' ..n?'v=^.......r:„• -
3 '^• �'Ti .� - ,�� � �,}��`1
91''�'i ( �• `••�` .��•.
�.•r
%, ,,„ revised 02-22-23
.-,.,..�. Page 1 of 16
In Ground and Dosing Distribution Component Design
Design Worksheet
e on _ _
R Residential or Commercial Design �N ISD Required?
200.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor(e.g. 1.5= 150%)
300.00 Design Flow(gpd)
2.00 Site Slope (%)
97.80 Prop. System Elevation (ft)
43.00 Depth to Limiting Factor(in)
In-siW Soil Application Rate (gpd/ftZ) ' �
99.10 Lowest Original Grade Ele. In System Area (ft)
t 99.60 Highest Original Grade Ele. In System Area (ft)
�S",�7 Limiting Factor Elevation (ft)
0.30 Depth Below Grade
S
325 Cell Width (ft) �1 Number of Cells
2.00 Dispersal Cell Design Loading Rate (gpd/ftz)
2 Influent Wastewater Quality (1 or 2)
S
E Center or End Manifold, Dist. Box or Drop Box
1 Number of Laterals System dosed Y
0.00 Lateral Spacing (ft)
13.05 Forcemain Drainback (gal) Does the forcemain drain back? Y
0.50 Forcemain Filter Loss (k)
2.00 Forcemain Diameter (in)
80.00 Forcemain Length (ft)
93.00 Inside Pump Tank Elevation (ft)
3.50 System Head (ft) x 1.3
6.90 Vertical Lift (ft)
1.39 Friction Loss (ft)
12.29 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm)
43.05 Minimum Dose Volume (gal)
25.00 System Demand (gpm)
Treatment Tank Information EfFluent Filter Information
840.00 Septic Tank Capacity (gal) see pump tank Filter Manufacturer
�Wieser Concrete Products Inc. Manufacturer see pump tank Filter Model Number
Dose Tank Information Gallons/Inch Calculator(optional)
500.00 Dose Tank Capacity (gal) Total Tank Capaciry(gal)
11.82 Dose Tank Volume al/in) Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. Manufacturer gal/in (enter result in cell DoseTankVolume)
Project: JOHN C. & JAYNE T. MENNE Page 2 of 16
In Ground Plan View
Il — ��IlIl c����I�.�
� °o°o�o°oco°o 0 0°0 0°o°o°e°o�o�c o°o�c°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� '
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0000e0000000eou00000000 0000000000
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00000000000000000000000 ou00000000
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� OOOOOOOOOOOOOO 00000000 OOOAO 00000 •
I 2.67 ft A 3.25 ft Basal Area Required 428.57143 ftz
K 1 ft B 50 ft Basal Area Pro osed 429.5 ft2
S O.00ft L 52ft
. W 8.59 ft
Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
300 OJ gallsq fllday 300 2.00 gallsq fuday
Tota 428.57143 ftz Total 150 ftz
Pro osed 162.5 ftz
Number of Cells 1 GeoMat Width 3.25 ft
Cell Length 50.00 ft Lineal Feet of GeoMat Required 462
Min. Cell Len th 46.2 ft Lineal Feet of GeoMat Proposed 50
Cell Spacin 0.00 ft NOTE. Min S dimension = 1'
S stem Elevation 97.8 ft
Limitin Factor 2 ft -+���7
Separation 2.28 ft 2'Min
Directions:
Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. It must also Satisf basal loadin rate and GeoMat cell loadin rate.
Project: JOHN C. 8 JAYNE T. MENNE Page 3 of 16
End Connection Lateral Layout Dlagram
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Hole spacing is every 12", 1/2"hole at 4 8 B O'cbck,staning 4 0'clock 6'!rom end and
8 O'clock Holes at 12'from end.
Lateral Spacin9 0.00 ft Pipe Diameter 4.00 in
�99.6 ft � Finishcd GrnAc �F'Y V V'`� W�y
. � � . ` � Di�m
� e.nrn�- La9vdl.evd
y���� � I�co.v,aoommmaea �z as��
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4 T�.
4m �f ApeDLL�� � �uu �
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. :�..� . . .� . . _ .
7opofgeomattobeato � . � �� -� - . � �p� _-IC ��
beloworiginalgrade � I � I � I � �:-�.^,537�� I � 1 , I � I i I f.ompcme� J
iafiltnawSu�fice - �i7 �G
. ===-'NATIVE SOII�==-yc� -
�� ��• 4,3'ity =—=------�---- - y LrtvT�RFrtQ
P
wa,+w�s
99.6fl '^�^�
12"Min. � ••"°'m'
48"Maa. \
�
Toiln Flw e / µcbar
�164. � �
�1�6 m0�
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G�ll�t ::.. ,
o.�4Mfi`�1.Q�{mIlAA� �Atmo�u �
3'�G]]�p�c n'�'
97.6 ft
ProjecC JOHN C.&JAYNE T.MENNE Page 4 of 1fi
Notes/ Maintenance Requirements
MANAGEMENT PLAN
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 Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.01/01). GeoMat in ground Component manual Version 1.
1.This POWTS has been designed to accommodate a maximum daily flow of 30Q,7BRons of wastewater per day. The quality of
in9uent discharge into[he POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats, oil and grease
A monthly average of 220 mglL 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 action limits specified in ch.NR 140Tables 1 &2 at a point of standards application,except as provided in DSPS
383.03(4),Wis Admin.Code.
2.The owner of this POWTS is responsible for system operation and maintenance.
3.Defects or malfunctions identifed during maintenance described above shall 6e repaired in conformance with SP5383 Wis.Admin.Code,
and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes ihe names
and telephone numbers of the properly licensed individuals to contact 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 with SPS 383.33,Wis.Admin.Code.
NOTES
Two EfFluent Filters to be installed where possible 1 to be installed in ST,and or 1 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, streiners 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, maintenance folder,and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump,float,electrical outage causes the dose tank to fill,the homeowner should see to it that
the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose coutd 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. LE.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 structural failure resWting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints 6etween manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B.OuOet Filter.The outlet flter shall be replaced or repaired when it is either no longer capable of preventing Ihe discharge of particles larger
than 1I8 inch or when it has become permanently degraded by clogging so as to interfere with the desiqn flow out of ihe septic tank.
C. Dosing chamber and pump.The dosing chamber shall be replaced if any structural failure is found. Leaks in joints between manhole
risers or covers shall be repaired by replacing faulty seals with approved materials to makejoints water-tighL 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 network may resWt in unduly long dosing cycles.The ends of the
distribution laterals may be exposed and the threaded end caps removed.The piping can be disconnected on the outlet end of the pump.
The distribution piping may then be back fWshed to deanse any accumulated matter from the piping. It is recommended that the dosing
chamber then 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 effluenL All failures created by surtace discharge shall immediatety be reported to the appropriate wunty.The pump shall
Ihen be immediately disconnected to prevent further discharge to Ihe ground surface via the soil absorption cell.The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell 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 permit is obtained from the county.
Project: JOHN C. & JAYNE T. MENNE Page 5 of 16
In Ground System Maintenance and Operation Speciflcations
Service Provider's Name RED'S SEPTIC SERVICE & REPAIR LLC Phone 715-7983033
POWTS Regulator's Name Sawyer County SPIA-Zonin Administration Phone (715)634-8288
System Flow and load Parameters
Design Flow- Peak 300 gpd Maximum InFluent Particle Size 1/8 in
Estimated Flow-Average 200 gpd Maximum BODS 30 mg/L
Septic Tank Capacity 840 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 162.5 ftz Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform t0E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Inspect and/or service once every 3 ears
Effluent Filter Ins ect and clean as necessar at least once eve 3 ears
Pump and Controls Test once eve 3 years
Alarm Should [est eriodicall
Pressure System Laterels should be flushed and ressure tested eve 3 ears
In Ground Inspect for ponding and seepage once ever 3 years
Miscellaneous Construction and Materials Standards
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 GeoMat In Ground Component Manual Ver. March 20, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with [he GeoMat In Ground Component
Manual Ver. March 20, 2017. Media is covered with an approved geotex[ile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis.Adm. Code.
4. Scarification of basal area is accomplished wi[h a rake or other tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penehation.
Laterel Turn-up Detail
v;��6-8"Diameter Finished � ThreadedCleanout
����Lawn Sprinkler 6rade � � �F��� Plug or Ball Valve
�Box �
� Lateral Ends at LastOnfice Where
y
;�
!�A�
� � Long Sweep 90 or Two
. . . �45 Degree Bends Same
�,.
�- �� � �� DiameterasLateral
' � i ,�, hL.:.• 1,��
':;
. . . . � ��i�:�u��J! � „'_I'tl i'
� �.
Distribu[ion Lateral � Lateral Cleanout
97.8 Feet
Project: JOHN C. &JAYNE T. MENNE �
Page 6 of 16
Dose Tank Information
Lockin�to��tr��ilh��prninc labcl.
IncAing dc��lec and�cmcr Iigh�scal
Iilecirieal box 4•'Venled Cuver
as per NGC 300 —
— and SPS 316.?8\1'A�r-
�,_ ,� FinishedGrodc til�,i_ _�„��,�„�� ._1 _ _ l� 1, .y I,
�,� _Dismntlect
J"Clean oul Pipc I�I � _ Oplional bnl�v Ive
Wires Prom 81ee��ic souree .� � �`� ( i �o comrol spe d o(
-.--- . ----- - efTluentbein dused
\Opt�onal o tict
J"Inlcl • : .
�i+^�= � - � Forcemain diameter
� 13ossstep �� � nti�bttol pipcio� 21n.
� and�4alcr ____ wr,cl r �in wonloT
� olidg�unJ /
A �igh�gaskel .. I Pumco
Ni�phulc��r.nn I
.ipLnn Ac�iu
,J_H,igh watcr alami`
�$f 3I
I I'ump On Ploat• I�1
, VI
I C
Pump O(f Ploat• -l� ��i � F I �----pump off elevation(fl)
� ��� � BS.Sa
.
Rl�wk� i
„ • p p � / ,� Dose tank elevation(ft)
. I3cddin�under tanl�;�, . �i
85.00
Dimension Inches Gallons Wieser Concrete Products, Inc.
A 31.19 368.62 Capacity 500.00
B 2.00 23.64 Volume 11.82 gal/inch
C �' .12 25.00 LESS THAIN OR = TO 25 GALLONS '�
D 7.00 82.7 � ----
Total 42.31 500.00 — `';,vr,l� °�"".>1 �'-'� ��hm`Lj�� r�.ih
� ����
Filter Manufacturer NEW SEPTIC SOLUTIONS �mq��,Sv�-��•�oq-��v�
Filter Model Number 324 w;�, ���� �14��
Alarm Manufacturer SJE Rhombus y�-e..�.��,�- . ��
Alarm Model Number AB TANK ALERT y� a,
`(LSy'�c'S�L�
Pump Manufacturer Zoeller Company
Pump Model Number 98
Pump Must Deliver 25.00 gpm at 15.91 ft TDH
Note: Switches containing mercury may not be used in this system.
Project: JOHN C. & JAYNE T. MENNE Page 7 of 16
GeoMat Distrtbution Cell Media Layout
3.25 Ceil Width (ft) 2.63 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
�.�!�__T�_.�_ —__ ____--- -
e _ _ _
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
325 Cell Width -A(ft) 50.00 Cell Length - B (ft)
End Connection Lateral Layout Diagrem
^ •,v`�C`O`� t�rC����.� O V i; v O�"Or�iJQv� pO� O G O�C%p�O��G'Or�;%��C�� O C C U O C,_%J"
.� •+r}t��iJr��J�'b��^+'ITC�`�,C'�CT�Jr� ��Tli7r'�7�Ti`��
; O G v .� O,u O O O O O�G O O,O O O O O � c�,:� O_� O G O O O O O C
. . _.._. � OC�O � _��:. �C�,���,0 �. OQuO. O :� OOO;�O .. 00OOOOC �'J
Finishcd Gr.+dc '� `�' , `�1' �2' `+' �Y�YV'
(.�,_ ... ,�- '• . . � � � • ._ _` �b. ` ��'...' ,'` .. ' :V-•• Llli{lI{rLYW
' ; , .,', ;,; ` -. ` 12"-4s�� aackr,ri . `` Labaa!Leve1
5�d Cara teoommeaded� .�• � .
� ` . •-`_ ' . ••;.• :• . - ..
•.:� .� —�. . ��' Iafiltrstive
Yipe I?ia. . - ' . u�� `�; _' ` � � ` �• " . Fabeie
_ . �_A Pipr 'V__-'��_�.,
' - • - - ' ' � GFAMAT
. �
I � I � I � I �'A.STM 33 e� � � � , � , � � � �
Infiltra�ve Surfsce
- _ _ ,=. r � �.
- - - � � _ .� �
_ _ - -NATIVE.SOIL-. = _ -
- � � � � � � � � � � � -� � _. J T irliti±�a Fsctar
See details on page 4 for number, size, and spacing of laterals.
Project: JOHN C. & JAYNE T. MENNE
page 8of 16
Plot Plan
�-----�
PROPERTY OWNER: �°� C. £ Jt`!N< T ��i�N^� 1"= 40 FT.
�except where noted)
legal Description: 1�� 'DF SW��4 0F THb 5���4� ��`t c¢'ft� 5W� SEC��=, C] =backhoe pit
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Site iocation: �- �� D�-F- ��\���
;
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��NEW SEPTIC Address:N6643 Blue Lagoon Wne
s 0 t u � i o n S City,State,Zip:Casco,Wi 54250
Telephone:60S-333-3610
C LEAR F LOW email:info@newsepticsystems.com
Website:www.newseptiuolutions.com
FILTER
INSTALLLATION AND SERVICE INSTRUCTIONS
�
MODEL N0. NSSCFF324 -��--��
FILTRATION 1/16"�.062"diameter holes) 0.50 Q
FLOW RATE 83.8 gallons per minute @ 1psi. �y �
TDH Increase the total dynamic head loss by.OS feet
of head to overcome frictian loss from the fiker �---v
INSTALLATION I
The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with I
a 2-inch NPT discharge.The filter can be adapted to fit pumps with a smaller
diameter discharge.Install the filter in a position where it will be easy to service.
• Place a 2-inch Schedule 40 PVC male adapter(MIPT x socket)on the end of fifter. =�
• Measure the amount of Schedule 40 PVC(tail section)needed between the fiker =__ � ^
and pump.Cut the pipe to the desired length and insert into the pump&fiRer. '_ ' ���j�"�
• The fiker housing has a 2-inch Camlock coupling connection to the force main. ��
�R�� DO NOT REMOVE fILTER iF WATER LEVEL IS ABOVE FlLTER CANISTER �_ '
The length of time required between service intervals is unique to every application. J
As such,we recommend the filter be checked within 12 months of installation to
determine future service intervals.Syrtems with known or suspected high volume IfEM NO. PAR7 NUMBER
--- ----_ —
usage shouid be checked six months after installation. i r+ne�eoey
__ - ——
DO NOT USE PLUMBING WHILE FILTER IS REMOVED ' c°""°"`
CLEANING THE SCREEN DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE � fu��c°°
_... _.___, __ .e.._ � ta9e Gaskal
• Unscrew the 4-inch tap and remove the streen from the filter housing. � -----
-�s- �s�r��rna
• Taking proper protection,clean the screen using a hose wkh a sprey connection. - -
• After cleaning,inspect the screen for damage or corcosion.(Replace if necessary.)
• Place the screen back into the fiRer housing and screw the cap back on,taking care (3�
not to cross the threads. � - -
QUALRY
7he filter housing,cap and coupling are made of heavy-0uty ABS injection molded
plastic.lnjection molding insures the first part made and the ten thousandth part '��---
are virtually the same,insuring consistentty high quality in every part.
The stainless steei screen is made of 316L(�L rtands for Low-meaning low carbon)
316L stainless contains molybdenum,an alloy which increases strength&hardness ��
and enhances resistance in areas high in sak air and chloride,giving it the nickname
'marine grade'stainless steeL REM No.} SWfile Noma�Fle Nome)
� saeen
2 Flonge
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elearinl a�oernawrs. tor du�c sYste�. are evaihab�e�d • va�iae�e�evet noet sra�es are availewe ror cantroling a�
supplied vv��alarm. and tlree Phese sYs�nrs•
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For ux�ual conditior�s a reserve safety factrx is ergineered iMn the design of every Zoeller pump.
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�`- System Expiorer Public Access Real Estate s��a,
Sawvsr County Public Atccss Tax ID: qqZ03 �,/�eq ID: ���
� �I� PIN: _ _ _ _ _ _ _ • Tar ID: 44203
Owner Neme: F��; �� : ]OMN C&]AYNE T MENNE
� °�'. SKe Add►a8: �; �d; SYCAMORE Il 60178
��f' R�n� Ssard�Rrsults- RecoMs Found: i p ,
p�U Real PropertyLlsEer . ��Y Tax RecoMs Tax BIII Stetement Docume�
o��� T^�����w�+ ��; PIN:57-0142-42-09-35iO3-000-000210 Real Estate Sawyer County Property Listing •
7az ID:44203 1.030 Ac. Today'c Date; 11/12/2022
�SWSE 535-T42N-R09W
� Badc to Sawyer CounN Hort�e
�9g Owners: IOHN C&7AYNE T MENNE �-pow{�� Updated: 7/8/2021 � Ownershlp
1634 W MOTEL RD
SYCAMORE IL 60178 Tex ID: 44203 ]ONN C&7AYNE 1
S�te: 12191N WAGNER QR VIN: 57•0142-92-09-35-4 03-000-000210
Legacy PIN: 014942354321 �9 Address;
Map iD: JOHN C&7AYNE 1
Municipality: (014)TOWN OF LENROOT 1634 W MOTEL RD
�� 535 T42N R09W SYCAMORE IL 6017$
Desc�iptlon: PRT SWSE 9 SESW
Recorded Acres: 1A30 �' Slte Address
Lottery dalms: 0 12191N WaGNER G
Frst Dollar. Yes
Waterbody: NeLson Lake
Zoning: (RR3)ResldeMial/Recreatlonal One �`� ��8���
ESN: 4pp 2022 Acsaament
Code
� Tax Dbtrkts Updated: 6/3/2021 GI-RESIDENTIAL
1 Sate of Wisconstn
57 2-Year Compa�lm
Sawyer County ��:
014 Town of Lenroot ImD��;
572478 Hayward Communlry Schod Distric[ Totsl:
001700 TechnkalCollege
' R�b�����s UpdaOed: 2/27/2017 �Property Nistc
O WARRANTV DEED perent Propertles
Date Rxorded: 3/8/2021 a30373
� MAV OF SURVFY
Date Recorded: 6/16/2021 3429-42
�! O QUIT CLAIM DEED
�• Date Recorded: 2/21/20ll . � .
T � '
'. � P��: Print �
T
� �` �'-"' `;r PRIVATE ONSITE WASTE TREATMENT county
'_��;'p
SYSTEMS Sawyer
''���Sp$ ( POWTS)
\k �—�%'�
°' '"�' INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION � 3— O�(
Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(l)(m)] Y�
Permit Holder's Name: ❑City ❑ Village �Town of: State Plan Transaction ID#:
�a�n�n � �a y Vllt._ �,nv�L_ �h�,�•�- ,.,
Insp BM Elev: BM Description: Parcel Tax No:
( no,c�' � � c�r � o��(-�Y� -3� Y�� �
TANK IN ORMA ION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic �,; - 8�o Benchmark �pp,o�
Dosing —�,,,�'�j�
Aeration Bldg. Sewer Ra, �
Holding St/Ht Inlet q /.q '
TANK SETBACK INFORMATION St I Ht Outlet -�
TANK TO P/L WELL BLDG VENTTO ROAD Dt Inlet
AIRINTAKE
Septic �4a ��-� � �-� ���' NA Dt Bottom � 7�
Dosing « a � � Nq Installation
Contour
Aeration NA Header/Man.
Hoiding Dist. Pipe 9,�`�.
PUMP 1�IPHON INFORMATION Infiltrative 9 g�,
Surface
Manufacturer �pG �— Demand Final Grade
Model Number q� GPM `� C� `t9•0 �
TDH (� Lift Friction Loss Sys Head TDH Ft
Forcemain L �(� Dia �." Dist. To Well
DISPERSAL ELL INFORMATION
DIMENSIONS W L � #of Cells Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav � Conv ❑ Aggregate �
INFORMATION P I L Bidg Well Waters � GP ❑ Chamber Model Number:
❑ EZFIow
CELL TO -{-� f-�op .}�eo' ,��� ❑ Mound � Other
DISTRIBUTION SYSTEM X Pressure Systems Only
� � � pO X Hole Size X Hole Observation PipE:s
Len�hr I Manifold Dia _ L�enri hution Pi e s Dia _ S ac I�! ', Spacing ❑Yes ❑ No 'I
9 9_ P
SOIL COVER
---- - --------
fDepth Over Depth Over pDe th of Seeded I Sodded Mulched
Cell Center f Cell Edges ', Topsoil � ❑Yes ❑ No ❑Yes ❑ fJo
COMMENTS: (Include code discrepancies, persons present,etc.)
���ll� s(�����1���3
Plan revision required?0 Yes❑ No ��0 2 2�� �� � " � ��� �� �
�
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AOOITIONAL COMMENTS ANO SKETCH
SANITAAY PEAMIT NIJMBEA�__��_�I� _
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