HomeMy WebLinkAbout014-942-35-4321-SAN-2023-054 - "''� Department of Safety c°°"ry C/a
_r\�\� = & Professionat Services, ' � � Y �
- �.. _' Sanitary Permit Num r(to be filled in by �
,,, `\ _ , Industry Services Division
,�:�,;.,.. _ � j� 3 �
Sanitary Permit Application State Transaction Number ,.,�
�
in accordance with 3PS 383.21(2),Wis.Adm.Code,submission of this fonn to the appropriate governmental unit G
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing; (�
the Department of Safety and Pmtessional Services.Personal information you provide may be used for secondary �
purposes in accordance with the Privacy Law,s. 15.04(1 xm),Stats. ` ,�/
I.Application Information-Please Print All Information /��Q�/V Q� „`�c/
Property Owner's Name Parcel#
� z. U/ - � S= C
Property Owner's Mailing Address Property Location
l� " �7'— c�t -'�-
Ciry,State Zip Code Phone Number
�� 'Vl ..L�L (�.'C.'! �� ��/<, C✓� '/,, Section ��
II.Type of Building(check all at apply) Lot# T ff`r 2 N R � E or w
�i or 2 Family Dweliing-Number ofBedrooms �� /�, Subdivision Name
i�l
Block#
❑Public/Commereial-Describe Use
/r/f.¢- ❑City of
'i
❑State Owned-Describe Use CSM Number ❑Village of
��, r�To�of � �h r��7"_
III.Type of POW'I'S Permit:(Check either"New"or µReplacement"and other applicable on line A. Check one box on tine B.Complete lioe C i
a lica6le.)
A' ❑ New S stem �-R lacement S stem
y ep y ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain)
B' ❑ Holdin Tank c�In-Ground ��+�t' At-Grade
g ❑ Mound ❑ Individual Site Design ❑Other T�ype lexplain)
(conventional)
C• ❑ Renewal Before �Jtevisi ❑ Change of Plumber ❑ Transfer to New Owner ���evious Permit Number and Date Issued
Expiration �o� ��_O((„ � a� ��
�>«� �V
IV.DispersaUTre�tment Area and Tank Informallon:
Design Flow(gpd) Design Soil Application te(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed( System Elevation �
O. � a � �� �' .� �• v
Cap city in Total #of Manufacturer
Tank Information Gailons Gallons Units � � o ,'�, v
New Tanks Ezisting Taoks � � y � � � � �
a U cn � �n w C7 p.
Septic or Holding Tank D / �, l`����f
(.Z�
[k�sing Chamber �C�
r �
V.Responsibility Statement-I,the und 'gned,assume responsibility for installadon of the POWTS shown on the attached plans.
Plumber's Name(Prinq Plumber's � ture MP/MPRS Number Business Phone Number
!� - - - - d / ' � ��
Plum r's Address( treet, ity,State, p C e) � ' '
�d •� ' � 6"
VI.County/Department Use On y
�A��ov � ❑Disapproved Permit Fee Date Issued Issuing Agent Signature
�,,,/ $ �`Q °r" S�i S �a3 - }-��'
�Owner Given Reason for i)enial �
Conditions of ApprovaUReasons for Disapproval � �
D
�� � � a�a��m�.S �� D
'�
�� �
��hk# � �� � � - - M�Y 1 2 2023
CS T a3 --OL S� �dCpt# �`�q � -�. . SAWYER COUNTY
�}} ZONING ADMINISTRATION
Attach to complete plans for the sqstem aad submit to the County only on paper oot less than 8 trz a 11 inches in size y��;�
NO R�FllNDS AFTER
SBD-6398(R.03/22) �SSIJE OF PE�'iiVll(
GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN �
■ � f
INDEX AND TRLE PAGE =�
�YVI19�lt1f0 . ..._ . . . . . .. . . . . ... . �
Projed Name� JOHN C.&JAYNE T.MENNE �
_ — �
Owners Name: (SAME) . .__ �—'�
���
Owner's Address: 1634 W.MOTEL ROAD
SYCAMORE,IL 60178
Property Info
Property Address: 12191N WAGNER CIRCLE
legal Description: SW SE S 35 T 42 N R 9 W
-—- -- —
Township Lenroot County:Sawyer _
Subdivision Name: NA
Lot Number: NA Block Number: NA CSNt#: NA
Parcel I.D.Number: 014-942-35-4321
Plan Transadion No.:
Index Pages
Page 1 Index and title Page 9 Plot plan
Page 2 Data entry Page 10 Filffir specifications
Page 3 GeoMat dist.cell drewings 8 pkulations Page •�� � �
Page 4 Lateral and cell cross section Page 12 �� � �
Page 5 Management&con6ngency Page 13 ._.
Page 6 Maintenance&specfirations Page 14 Aeriai
Page 7 Tank cross sections system caks
Page 8 Distnbution media Page 16 tax statement
MARY JO HIIPPERT License Number: 1859-007
t_ ___
Date' 02/22/23 kEViSivN ���i��=? � PhoneNumber: 715-426-1775
Signature:
Desi��E�.$Tamp:
m,�, .
= ,. • oesgnee Pinsuam m the
— . GHDMat In Ground Component Manual V.w June?fi 7��A Vrrcim
: '•�r''�.- _
� •.. `..� :. /\
�,�,. �;:��-�,�.:�•;� .,�:.
i� '�� � f/D FI�\'Iti1=.I i IU'?
�+,,. �� � ,;,<;`� � � revised 02 22 23
O 1 �Qrl� Page 1 M 16
�p� \
��,N s�P�pN
�
In Ground and Dosing Distribution Component Design
C���s�y« �.�v,�rr,sn��,�
�. �.- - .. _ . . .. .. �
..�> �.. - ,._ .�� ,�.�,.,. .--.�
_ - �.,.
_
,,,,., . _. Fl� . � ... �
�
_ _ _ .
�8 �f1fOTR1a 011
, R' Residential or Commercial Design �N ��_� ISD Required?
� 200.00! Estimated Wastewater Flow (gpd)
;--- 1.5U Peaking Facto� (e.g. 1.5 = 150°�6)
300.00 Design Flow (gpd)
3.00 Site Slope (%)
J 98.00� Prop. System Elevation (ft)
_ 45.00i Depth to Limiting Factor (in)
0.70' In-situ Soil Application Rate (gpdtft)
99.25 Lowest Original Grade Ele. In System Area (ft)
99.b0 Nighest Original Grade Ele. In System Area (ft)
95.52, Limiting Factor Elevation (ft)
�� 0.00 Depth Below Grade
Distrtbution Cell`1�ormation
325 Cell Width (ft) 1 , Number of Cells
.__ _ _._ ___
, 2.00; Dispersa! Cell Design Loading Rate (gpd/ft2)
�_-- --
_ 2; Influent Wastewater Qualiry (1 or 2)
Distri oh lnforn'+aflon
-- -
E� Cente� o� End Manifold, Dist. Box or Drop Box
__ _ _.
��� 1 Number of Laterals System dosed� Y
0.00 Late�al Spacing (ft)
22.35 Forcemain Drainback (gal) Does the forcemain drain back?� Y .._�
0.50, Farcemain Fifter Loss (ft)
2.00 Forcemain Diameter (in)
137.00 Forcemain Length (ft)
86.50 Inside Pump Tank Elevation (ft)
3.50 System Head (ft) x 1.3
13.60 Vertical Lift (fty
� 1.39� Friction Loss (ft)
------
18.99 Total Dynamic Head (ft) ;�>s: , r„ ;�, ,�{ e�,te� � �:,un aoss :�:,�f � ��:r: , ,ter�.<�� � . ;h ,,,
52.35 Minimum Dose Volume (gaf)
25.00' System Demand (gpm)
�
Manufacturer information
Treatment Tank Infom►atlon Effluent Fiiter Informatio�
_ _ _ _ --- •
840.00; Septic Tank Capacity (gaQ see pump tank �Filter Manufacturer
Wieser Concrete Products, Inc __ —i Manufacturer see pump tank _ �Fitter Model Number
Dose Tank Information Gallons/lnch Calculator :;r <<�, <:
� --- ---
500.00 Dose Tank Capacity (gal) ; Total Tank Capacity (gal)
r _.__ -- -
11.82 Dose Tank Volume (gailin) __ � Total Woricing Liquid Depth (in)
�---:--�____ __
Wieser Concrete Products, Inc. Manufacturer �� gaUin (enter resuft in cell DoseTankVolume)
L_.__ _- _— -- _--
Project: JOHN C. 8, JAYNE T. MENNE Page 2 of 16
/� ' -,
Fi'S-�0, � 3
In Ground Plaa View
Il �- ���•IlIl ���<�,g:�,�r
--d. o d'000°a�''''a°�oeotio;ov oti��ov.?,v�c o•o otad o - • �
0 00 0°�0�0 0 0 00°00�0o b�o�o� o'��ao�o„e o��o ooeo 000 0.:�;.•;��:
�0000 o � °do 0 0 0�"oo�coc�nco �� o 0 0�o����000 ....
�o��,o o ���$;���o��8�B ��a°oo o"tld•...�.• !;
r•.�•.��-°.°�. �.�����u�o`-.° ,�-3»�d�.�
.�'- 3» � '�'�.' '�
—.---- _—_ _ L------ ----. . .
Calculations
I �� k A 3.25 ft Basal Area Required 428.57143 ft`
K �h 8 50 ft Basal Area Pro sed 429.5 ft
S 0.00 ft L 52 ft
W 8.59 ft
Basal Area Caiculation GeoMat Dis ersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
300 0.7 gaYsp Rlday 300 2.00 gaysa fuday
Total 428.57143 ftz Total 150 ti�
Pro osed 162.5 ftz
Number of Cells 1 GeoMat Width 325 N
Cell Length ft Lineal Feet of GeoMat Required 46.2
Min.Cell Len th 46.2 ft Lineal Feet of GeoMat Pro sed 50
Cell S aCin 0.00 ft NOTE.Mm S dimension=i'
System Elevation 5�ft
� Limiting Factor 95.52 R
r Separation 2 48 ft z Mm
Projed: JOHN C.8 JAYNE T.MENNE Page 3 of�6
/LB�t�`f S�
as-r�-L�
End ConnxUon Lalenl Leyout.Dfa9ram
u...v
Mde epeag is every 17.1/Y tale at 0&8 O'cbrJt.staNng 4 OYJock 8"from en0 arW
8 O'cbrJi Hdea el 7 Y irom end
lelMel Spaurg ODO fl Pipe Oiemaler 4.00 in
Distributlon Coll Cross Saetlon ����x��
55.5 ft � F�uaM.f r.r.A� W�� V V`� WY
. � � , - Dot3�m
12"-49'� s.nn . •. [a9edlPd
Ofl � EdCoranec�o0°L .
I �..: . ' 'T .
ain —► PiptDiL� ' � �� �sv . .. .�.�.' � F�Nre
� _i �o. i�._. _.,_._.....
'Top af geoma[to be at o _ _ - _ � - : � �_riE06UT
Ibelow original graAe �� �� 1 1 � i�2'ASRd))£n� I � i , 1 � I i I Ca�mmt
In9aftw 11vGre
- ___NATIVESOIL=====_
`� I=====__=�_=___=r===�c�r,m
45fly („� '''__ __ '_����
OtieervadonP(pes � . . . . _..
..�nr�.
99 5 fl ��"0O'0i
vrw
77'Min _ '�
48"Maz. � �`
n.n.��i�� I 0.eN�
�t k
]G .._ . .. _. y _ _
aWui -r�� � 1
4r'AIIRSl85[LS'�.le�R � , S -ii.A.4.eJ�
�1]'ASRI G)l�Gm1iQOW
98 fl
prqeet JOHN C.8 UYNE T.MENNE Vapo A ol 10
��d �
QS-��,Z
Dose Tank Information
lud.inpc vllh��nrnincl.ihal. �
b�rAim:Jc��c<and��alcrin•hi�tal
J"V.nmdC��.er ��I
❑cari.vl 1�.�
ax�wr V�.(':M�
and SI'ti i1G_'R H�:\�.
I'ini.hcJfmJc � ... .. � '-�—�4' .
r. 1-:. . :�-• `i
• . UI>CVIL1Cll'
J"Ckan uul Pi� ' / upiional h:Jl�aP.
' �' .' ��.cnnvol4+�eJnl
\1'irohrmnilec�ric�oum � cOlucnllw�nEdn..vl
��pu.nu�noam
j.i��i_� r�i i a�.� , Forcemain diameter
n..rc. i I
la�...i�,�, 1 I r �.iv,�n���r.�„� 2 in.
:���d,.:�i�� ,.�„�.,�„��„�����
� ,. ;�;iei� un,l
li�ht uhAel I U..v�.6., m 4unnu
�rn,.�,d..�.,
iphualtfalann�•� n
• �.
��ump I ln Plna� � - _
OC -
I'ump Uli 19oa�• � l I, ,' ` �._Pump aN elevation(tl)
� _ 87.33
xi„�
....� . s f:i:c Dose tank abvation(R)
�i� i � .. l" NcJdinc undcr t.�nk:iE < ,i:��I(F�u',li.��£ c.H � x}+°.::: ~— 86.50
�.;, :. . _ _ ...............
..... f . iI „II� :i:.,,::
Dimension Inches Gallons Wieser Concrete Products, Inc.
,y Zq,3�-gT �gg-gT ;�H,5I Ca ac 500.00
B 2.00 23.64 Volume 11.82 gaUinch
� z.o y-qg z:� 5235 LESS THAN 25 GALLONS
10.00 11820
�J/ Total 42.30 500.00
l
Filter Manufacturer NEW SEPTIC SOLUTIONS �
� Filter Model Number 324 �
— _ �
Alarm Manufacturer SJE Rhombus
Alartn Model Number AB TANK ALERT _ _�
----
Pump Manufacturer Zoeller CompanY_ _ ;
__ _.. _ -
Pump Model Number 98
Pump Must Deliver 25.00 gpm at 18.99 tt TDH
Project: JOHN C. 8 JAYNE L MENNE Page 7 of 16
, � --�0� `3
�, , .,
Notes/ Maintenance Requirements
MANAGEMENTPLAN
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(or Private Onsite WastewaterTreatment 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 30R�gRons of wastewater per day. The quality of
influent discharge into Ihe POWTS heatment oi dispersal component shall be equal[o or less than all of the following.
A monthly average of 30 mglL fats,oil and grease
A monthly average of 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 resWt in exceedinq 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 be 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 the 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 Ihe Dept.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6. If Ihe 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 partide size less than or equal to 1/8". Filters should be cleaned once in spring, and once in falL Alsq 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 Ihat a copy of these plans induding this page, maintenance folder, and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump,float,electrical outaqe causes the dose tank to fill,Ihe 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 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 Ihe toilet,ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A. Septic Tank.Any strucWral failure resulting in cracks or leaks in Ihe tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B.Outlet Filter.The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge ot particles larger
than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with Ihe design flow out of the septic tank.
C. Dosing chamber and pump.The dosing chamber shall be replaced if any structural failure is found. Leaks in joinis 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 desiqn plan.
D. Pressure Distrihution Piping.Partial clogging of the distribution network may result in unduly long dosing cycles.The ends ot the
dishibution laterals may be exposed and the[hreaded end caps removed.The piping can be disconnected on the outlet end of the pump.
The distribution piping may Ihen be back flushed to cleanse any accumulated matter from the piping. It is recommended ihat 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 effluent.All failures created by surtace discharge shall immediately be reported to the appropriate counry.The pump shall
then be immediately disconnected to prevent further discharge to the 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 Ihe soil a6sorption 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 Ihe 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 715-798-3033
POWTS Regulator's Name Sawyer County SPIA-Zoning Administretion Phone (7�5) 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 BOD5 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 10E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Inspect and/or service once every 3 years
Effluent Filter Inspect and clean as necessa at least once eve 3 ears
Pump and Controls Test once every 3 years
Alarm Should test periodicall
Pressure System Laterals should be flushed and ressure tested eve 3 ears
In Ground Inspect for ponding and seepage once every 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 the GeoMat In Ground Component
Manual Ver. March 20, 2017. Media is covered with an approved geotextile 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 with a rake or olher tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetretion.
Lateral Turn-up Detail
''!6-8" Diameter � p;n�shed � r Threaded Cleanout
� ��. Lawn Sprinkler Grade � PIUg or Ball ValVe
Box
���� �ateral Ends at Last Orifice Where
��4':
� � � � � Long Sweep 90 or Two
��� �45 Degree Bends Same
. �� . � � � Diameter as Lateral
f
... .. `.-:.. i hJ� �., �
— '
. . . ;;j; ��I�'��'�� ,�'{tii:; ._
Distribution Lateral Lateral Cleanout
97.8 Feet
Project: JOHN C. &JAYNE T. MENNE Page 6 of 16
GeoMat Distribution Cell Media layout
3.25 Cell Width (ft) 2.63 Sidewall to Lateral (ft)
Distribution Ceil Cross-section Arrangements
_ - _ _ . _____-- --_ . _ _ . � . _. _ ...--- _____ . ._. __�___ .
� � - - - - �- � ,� ,
__
, , , ,
, - -. � _ ,
� .
e r�
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
3.25 Cell Width -A (ft) 50.00 Cell Length - B (ft)
End Connection Lateral Layout Diagram
-- -- - r° : � ���_�-"Z � �.�� ����6 � �,C:..� � __'�",
� � . .� .��G � � � �� ., .: � � �_O`O G �, � U �. � � � �, � �,�..�, O � G�C�
. __� ��,-+�e o�er'���`!e+�e�d��7��c"e�es�o���o�'o�
� � � �_ . �, � .. � v_OGOvG '� ^� O � GOOOGCO � OGO
� � ,� ,_ _ �n � � �,_�' L' � _O.�O r..<�� C. :- OOC� C� OI. O � CO -
.. .. .. .... . . .. ... .. . . . . . . . � C . . e ., ... . . . .... .., . .. . . ... , . . .. .. . . .
Finishcd Gndc `�'`YY �V'�!'`+' �l�Y�Y
( •.;�. ::: -�:•.'.,.;�.'. �; . : ' �� -��� �.� �� : .•.' '....'. Dia�'ibuboo
�. : • �-.�._ ... -... :.. .. �.� 12��=48�� `Bac.r,��.° .� . -� ` �.�1l�ev'�
''+�iCovexteooma�mded4 '.�'� ^ •
• ;� ' ..�:
Pipe Du. ` ' 1 � uiu . ;, -. ��' lafituaIIve
• . _A �.�� �^ _ Fabcic
> � '.' . .. .. . _l � GFA MAT
� � � � � � � 2"ASTM 33 c� � � � , � , � � � �
IafiItrative Snrface
_ _ � �� ^- � � r � �
_ -NATIVE .SOIL- � - -
� � � � � � � � � � �� r � � � r � L�aFsaa
See details on page 4 for number, size, and spacing of laterals.
Project: JOHN C. & JAYNE T. MENNE
page 8of 16
Plot Pian �'�`'��'
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PROPERIY OV`!NER: —" " �except:�here noted!
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legal�escription�. " " � � �"—"-
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PRQPERTY OWNEr�: �
(except where noted)
Legal Description: 1�� '�" �W �`i vF �ttti 5�,��y s� SE�y � -� S�a� S�C. �, Cj = backhoe pit
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��NEw SE��L+ Address:N6643 Blue Lagoon lane
5 o i u i i o N s City,State,Zip:Casco,Wi 54250
Telephone:608-333-3610
C LEA R F LOW email:info@newsepcicsyscems.com
Website:www.newsepticsolutions.com
FILTER
INSTALLLATION AND SERVICE INSTRUCTIONS
�`
MODEL NO. NSSCFF324 �--�----�
FILTRATION 1/16"(.062"diameter holes) 0.5G� �
FLOW RATE 83.8 gallons pe�minute @ 1psi. ,
TDH Increase the total dynamic head loss by.OS feet
of head to overcome friRion loss from the fiRer � 4----�
INSfALLATION ',
The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with '
a 2-inch NPT discharge.The filter can be adapted to fit pumps with a smaller
diameter discharge.Install the fiker 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 fiRer. _
• Measure the amount of Schedule 40 PVC(tail sec[ion)needed between the fiRer -. � n
and pump.Cut[he pipe to the desired leng[h and insert into the pump&fifter. _� ��t���
• The fiker housing has a 2-iach Camlock coupling connection to the force main. ,�
��� DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER ;r A
The length of time required between service intervals is unique to every application. �
As such,we recommend the filter be checked within 12 months of installation to
determine future service intervals.Systems with known or suspected high volume �EM NO. PARI NUMBER
_._ ____
usage should be checked six months after mstallation � �'"�`eotlj'
DO NOT USE PLUMBING WHILE FILTER IS REMOVED � carr to�t
CLEANING THE SCREEN DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE � ����
_��l ge Gaskal
• Unscrew the 4-inch cap and remove the screen from the filter housing. — s s ��nne�
• Taking proper protec[ion,dean the screen using a hose with a sprey connection.
• After cleaning,insped the screen for damage or corrosion.(Replace if necessary.)
• Place the screen back into the fifter housing and screw the cap back on,taking care {3;
not to cross the threads. �"
QUALfTY
The filter housing,cap and coupling are made of heavy-duty ABS injection molded
plastic.Injec[ion moldi�g insures the first part made and the tea thousandth part �,��--
are virtually the same,insuring consistently high quality in every part.
The stainless steel screen is made of 316L((L stands for Low-meaning low carbon)
316L rtainless contains molybdenum,an alloy which increases strength&hardness ��
and enhances resistance in areas high in sak air and chloride,giving it the nickname
'marine grede'stainless steel. iTEM No. sw-F��e No�.,el�e Name�
� � saeen
.. __.__._.
7 I Ftange
3 wbe hondb �
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Wixons�nDepaM�enlofSafelyBProfesaionalSenices Page 1 of 0
,� , DivisionoflndustryServices
� ,_� SOIL EVALUATION REPORT
.....: In accordance with SPS 385.Nks./Wm.Code C�� SAWYER
qtlach cwnpkle s11e plari o�paper iwl less than 8 1/2 z i t mches m vze.Plan must mdutle. Paroe�I.D.
but rwt IlmleE to veN�a�an0 horizmta�reterence pdnl(BM).duea�on arM percen�sbPe. 01<-942-35-4321
scale or dimensians.rwM artow.anC bcaEon aM dstance to nearest road.
PNasa prlM all iMortnadon. Reviewed by I Dale
Perso�l mformalron You P�ovde maY De use0 for seconda�Y D�C�%(Pma�Y Law,s. 15.04(1)(m)). ❑ �
Properry Owner Praperly LowUon
JOHN C.8 JAYNE T.MENNE GoN.lot SW/, SE '/. S 35 7 4Z N R OJ IV{U1j W
properry Ownels Mailing AGtlress Site AAdress or CSM antl lot 0�.
1634 W MOTEL ROAD 12191N WAGNER CIRCLE
Crty.State.LP Phone NumOer ❑City ❑Viqage �Twm Nearest RoaO
SYCAMORE,IL 60178 ( ) LENROOT WAGNER CIRCLE
�NawCastnwlm Use.�Res�der�Ual/Numberolbetlrowis 2 _ Codedenvedde5gnflavrdle 300 GPD I
�Replacement �Public w commerclal-Desaibe: Fbotl Plan elevaaon ir appticab�e NA tl. ,I
Patent malerial SP�NDY OU7WASH bnrings'add tu celocate due m cnmpaction in system areu I
Gene21 cammenLs and recort�r�ntlat�ms: GEOMAT INGROUND W112 INCHES ASTM G33 SAND-0.6 LOADING RATE j
❑�^9
❑1 ��� �Pi1 Cxas�d surtace elev.�_� ft. Depth to 6nNng tadw 16 m./elev. 95.77 fl.
Soil Appliration Rate
Honzon Depth Daninant Cobr Redw�Desa�plwn� Terzlure Slrudure Consister�ce Boundary Rools GPD/Ft'
In. Mwsell Qu.Az.Cart.Cdor Gr.Sz.Sh. �ERMt •Efi02
� 0.12 7.5YRZ.Sl3 - sl 2fsOk Cs � 2vfco 0.6 1.0
2 12-21 Z5YRM4 sil �pq ds �w iN'm 0.6 0.8
3 21-46 7.5VR4/3 Is Osg dl gs 1vf-f 0.7 1.6
4 7.SYR7/3 fitl 7.5VR4/6 �s �"+9 01 - - 0.5 �
some gr
QBanng
2 BOfR�� �Pit Gramd surlace elev. 99_70 fl. Depth lo hnNng fada 3.58 n.I elev. 95.52 fl.
Sail App�ca�on Rate
Horizon Deph DaninaM Cdw Redox Desaiption Texture Stniaure C«saten�e BounAary Roots GPD/Ft'
In. Mu� Qu.Az.Conl.Cdor Gr.Sz.Sh. •Eftit 'EffA@
1 0.13 7.SYR2.5� y 2fsbk ds cw m� 0.6 1.0
2 1320 ZSYR4/4 � - s� 2Hnsbk ds 9g 1vf-m 0.6 1.0
3 7.5VR4/3 � - sl 2Rmsbk ds � 1vf-f 0.6 1.0
4 7.5VR314 t217.5YR4/6 � 1t-msbk eS - - 0.1 0.7
CST Name(Please Prvtl) SignaWre . . .�y�-N��4832 �-��
MARY JO HUPPERT (Holusters Sod r 8 n � G K
qddrcss Date Eveluation Condud Tele Iwne Number
25720 FIREFLY LANE,WEBSTER,WI 11 - 11, 2022 �as- io- '-a'-s �15-426- 1775
'Ef1111en1 il=BOD>30 5 220 rrglL dntl i5S>JO s 750 myL 'EMueM n=BOD�s 30 mg�L ana r55 s 70 mglL
_s�p-oaao�woarzz�
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�i MAY 1 1 2G23
SA`�NYER COUNTY
ZONII�IG ADMINISTRATION
Page?of 4
.IOFW C.8 JAVNE T.MENNE
❑Bai^9
r� ��% ['fj P�� GrouM sutace dev.99.00 fl. Dr.Pi�to limtirg Mda 50 i�_I tlev 94.8�fl.
u
Soil AppGcation Rate
Hwzon Oeq� Do�nanlCdor ReCoxDescriplion Texture StruUae Carsistence 9oundary Roots GPOlF1'
��. Mursell �./�z.Cmt.Cobr G[Sz. 5�. •E��F1 'Efh/2
1 0.8 7.5VR3Y1 - sl 2fmsDk ds � 1v1-m 0.6 7.0
2 8-22 7.SVRa/4 - sl 2fmsDk ds 9'^' 1vf-i 0.6 1.0
3 yp-yp 7.SYR3/a - 9 2�s�k ds as 1vH 0.6 1��
< 50.55 7.SVR3/4 Ttf7.5YR416 J ��a' dg - - 0.4 07
some gnco05
❑Bon^9
Aormg% r'1 Pit GrounC su�tace elev. ��.50 g Dept�to Gmitirg hdtlor <5 in./elev. 9 Sy5 fl.
,�, __
Soil Ppphcation Rate
Horizon DeptA Oominanl Color Redo.Desaipt�on TexNre StmCure Corrsisterxe BounEary Roots GPDlFt'
In. Munsell ����Cont Cabr G�.Sz.SR •EfM1 'EtfiF2
1 67 7.SVR2.92 sl 3fsDkEgr mvlr es 3vGco 0.6 0.8
p 7.26 7.SVR419 " I 2fa0k mh �, 2vf.co 0.6 0.8
3 7.SVR3/< - sl 2fsDk ^��h as 1N.m 0.6 1,0
4 45�50 LSYR4l4 RN7.SVRM6 sl lfsbk m� - - � 07
❑ Bonrg Y 0 B�O9 �93
5 ❑ Pit Grourb suface elev. 99.25�. DepM to lim�rg faqor 47 in /elev._R
Soil Appicaton Rate
Horizon DeptA �ominant Cobr Redox Descriphon TexWre StmcWte Consistence BounGary Roots GPO/Ft'
la Munsell Ou Az.CaM Cobr Gr.Sz.SA. •EfIN1 •EIFt2
1 0�6 7.SVR2.32 - gl 3hDk8gr mvh - 0.6 OB
2 6.30 7.SVR4l3 I 2fabk mh 0.6 OB
� 30�47 7.5VR3/4 � 2hDk mvfr .. Ob �_p
'Efflumty1 =60D>305220mg1LandTS5�30<150m9�1. 'EMue�ttT=80�._<30mgILadTSS<_30mg/L
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Ma �aGosN�s�N
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Plot P(an Page 3 of�{
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PROPERTY OWNE�: �0� C. F ,J r�yN� ( (v l �NnrE 1" = 40 FT'.
(except where noted)
legal Description: �'�T. '� 5W�y QF �H� 5���4 � SE�y p�-� 5W� SFC �
C] =backhoe pit
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Site location:
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' System Explorer Public Access Real Estate s�a��
av yer County Public Access Tax ID: q4203 AIL/Lepacy ID:
, . . Current Pro�g
P1N: Tax ID: M203
� � Owner Name: ]OHN C&JAYNE T MENNE
Firs[: Last/Org.: 1634 W MOTEL RD
� � 51[e Address: p; �; SYULMORE IL 60178
�'(� Reportlnp
Search Rrsulta- RernMs Found: � Property Tuc Recorda Tax BIII Statement Documer� '
p'Fi Reel VropertyUeter .
o'�: T�u+ro��v� r, VIN; 57-0142-42-09-35-4 03-000-000210 Real Estate Sawyer County Property Listing
Tax ID: 44203 1.030 Ac. Todsy's Date; 11/12/2022
�SWSE 535-T42N-R09W
� �to Saw�er[�nnN Home
�t Owners: ]OHN C&IAYNE T MENNE �poqu{pt{on Updated: 7/8/2021 � Ownership
1634 W MOTEL RD
SYCAMORE IL 60178 Tax ID: 44203 70HN C a 7AYNE 1
Site: 12191N WAGNER QR PIN: 57•0142-42-09-35-4 03-000-000210
LtgaCy PIN: 014942354321 �pg Address;
Map ID: )OHN C&JAYNE 1
Municlpaliry: (014)TOWN OF LENROOT 1634 W MOTEL RD
STR: 535 T42N R09W SYCAMORE IL 6017�3
DewiDtlon: PRT SWSE @ SESW
RetoMed Acres: 1.030 � Site Addrass
Lnttery Claims: 0 12191N WAGNEk Q
Hrst Dollar: Yes
Waterbody: Nelson Lake
Zoning: (RRI) Residentlal�Recreational One "' �OpB���
ESN: 400 202]As.senmant
Cade
� Tax Dletrkts Updated: 6/3/2021 Gl-RESIDENTIAL
1 ���W�^�n 2-Yesr Comparlso
57 Sawyer Courriy ��:
014 Town of Lenroot ImProved:
572478 Hayward Communiry School District Total:
001700 Technical Wllege
• Retorded Dowments Updated: 2/27/2017 �
O WARRANTY DEED �P�DBKY Histc
Oate Remrded: 3/B/2021 -t3o373 ��t Propertles
� MAV OF SURVEY . __. ... . . .
Date Recorded; 6/16/Z021 3429112
��`� � QUITCWMDEED
Date Recorded: 2/21J20ll � �
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