HomeMy WebLinkAbout010-841-20-1104-SAN-2022-227 _ "` � Department of Safety c°°"ry SAWYER �
_ � = & Professional Services,
- � _' - Sanitary Permit Number(to be filled in by C �
: - Industry Services Division
.��' Co 3 �l �- I � �
State Transaction yumber �
Sanitary Permit Application pWTS-082201954-C �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit �
is require,d prior to obtaining a sanitary pertnit.Note:Application forms for state-0wned POWTS are submitted to Project.4ddress(if different than mailing ac �
the Department of Safety and Professional Services.Personal informadon you pmvide may be used for secondary
purposes in accordance with the Pnvaey Law,s. 15.04(I)(m),Stats. ������
I.Application Information-Please Print All Information
Property Owner's Name Parcel# �Q lO_ �(�I��Q ,,, �'�t�
GUNNARD M. & STEPHANIE A. LAAKSON 57-0 0-2-41-08-20-1 O l-000-
Propetty Owner's Mailing Address Property Location
13847 W S.T.H. 77 co�t.��t NA
Ciry,State Zip Code Phone Number
HAYWARD, WI 54843 NE�,,, NE,,,, seCno� 20
II.Type of Buildiog(check all that apply) Lot# T 41 N R Og Eldr W
C�or2 Family Dwelling-NumberofBedrooms � NA Subdivision Name
B�o�k# NA
❑ Public/Commercial-DescribeUse NA
❑City of
❑State Owned-Describe Use CSM Number ❑Viliage of _
NA r�,,,,�,�,r HAYWARD
TII.Type of POWTS Permit:(Check either"New"or"ReplacemenN'and other applicable on line A. Check one box on line B.Complete line C if
a licable.)
A.
❑ New System �Replacement System ❑ Other Modifieation to Existing System(explaio) ❑ Additional Nretreatrnent Unit(eacplain)
B.
❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound ❑ Individual Site Design �Other Type(explain)
(conventional) eo mat
C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ist Previous Permit Number and Date Issued
❑ Transfer to New Owner
Expiration NI{ 9 3 ��SQ .� 111 Q
�� ,
iV.DispersaUTreatment Area and Tank Information:
Desig 450(gpd) Design Soil�pplicaf n Rale(gpd/s� Dispersal Area Required(sfl Dispersal Area Proposed(sfl System Elevation
� �.� 225 292.50 98.00 FT.
Capacity in Total #of Manufacturer
7�ank Infonnation Gallons Gallons Units Q a o � �
New Tanks Existing Tanks � c v " � � � �
0
a U v� �, �n w c7 p.
Septic or Holding Tank 1��0 1�00 1 WIESER COMB 11
Dosing Chamber 600 LOO
V
V.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name(Print) Plucub�'s Signat MP/[�9PRS Number Business Phone Number
� -/b� � �� � ��� ��
Plumber's ddress(Street,Ciry,State,Zip Code)
7 � `—' �-r��� a�'�- �< <,�� t� � �t���3
VI.Co n /Department Use Only
�Ap i� ❑Disapproved Permit Fee Date Issucd Issuing Agent Signature
❑Owner Given Keason for Denial $ �oo� �I'�I�'1 " ��"^"""'""� ''" ' -
Conditions of Approval/Reasons for Disapproval r1 i� L e ;' '`-`'�-
� t��� ��� f _.�'��I
� 1 ' ` _ -. .. .,i;
:�'" � a aa AUG 3 0 2�22 �`�
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SAWYER CC3:JNTv
c s fi � a _ ( ( /�� ;;;,^:��*��/`�:WOrld �3o�S� ZONINGAt�MlN1STRtiTIU1�
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Attach to complete plans for the system and submit to the County onty on paper uot less than 8 1/2 z ll inches in size
NO REFUNDS AF7EFi ►�� a 3
sBp-639s�R.osi22� ISSUE OF PEFiNIIT
��'`""�i, DIVISION OF INDUSTRY SFitYICE5
10541 N RANCH RO
p FIAYWARD WI 54943-8462
Contacl Through Relay
�P a htlp//dsps wi gov/programaAndustry-aerv�ces
www wroconsi�yov
,,�i�,._.�,-`
To�y Ev�r�-Oov�rnor
Dawn Crlm-S�cratary
AuguSt 19� 2022 Conditionally
APPROVED
DEF'T.OF SAFETY AND PROFESSIONAL
CONDITIONAL APPROVAL SERVICES
DNISION OF INDUSTRY SERVICES
PLAN APPROVAL EXPIRES: 2024-8-19 ��'' �`^"��
Plan Review: PWTS-082201954-C
SEECORncSP�JNDENCE
Mary Huppert
25720 Firefly Lane
Webster,WI
SITE:
Laakson
13847 W State Hwy 77
Sawyer County
Town of Hayward
NE'/<NE%S20 T41 R8W
FOR:
� —__—_ — _ -- -- —
. _ -- — . _
� Description: j GeoMat inground Component Manual —Edition j
i 3 Bedroom—450 GPD—30"to limiting 2020 �
! factor—Effluent Filter- Maintenance Pressure Distribution Component Manual—Ver. ;
� required 2.1 (May 2022-2027) �)
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes.The submitta) 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 shall be raked up
and removed.Cut trees and shrubs flush to the ground and leave stumps.Avoid opereting
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 accorda�ce with the provisions of Sec.145Z0(2��d�,
Wis.Stats.
• A state approved effluent filter is required.Maintenance information must be glven to the owner of
the tank explaining that periodic cieaning of the filter is required.
• A copv of the apqroved plans specifications and this letter shall be on-site durin�construction and
open to inspection bv authorized representatives of the Department which mav include local
inspectors.
Owner Responsibilities
• 7he 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 i�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,operetion or maintenance of the POWTS.
Sincerely,
J'd���r,cw/?o�ul�y
Joshua Rowley
POWTS Plan Reviewer,Division of Industry Services
(715)813-9111
�oshuarowley@wisconsin.�ov
c.wr.c �ssur�o�srn�unoa
INDEX AND TITLE PAGE
Owner Info
Project Name: GUNNARD M.&STEPHANIE A. LAAKSON ,
Ownet's Name: (SAME) . . ..._ ��,,,,,�r;nonany�
Ownefs Address: 13847W S.T.H. 77 ___ �-.:'PROVED
� � Tv AND PROFESSIONAL
HAYWARD. WI 54843 .,... . -
�s.ss.�� �G��
PfOPBf��tlf0
Property Address: 13847W S.T.H. 77 (SAME) �
HAYWARD
Legal Descripdon: NE NE S 20 T 41 N R 8 W
TownshiP Hayward . . County SAWYER
Subdivision Name. NA
Lot Number NA Block Number: NA CSMK: NA
Parcel I.D. Number. 57-010.2�1-0&20.1 01-000-000040 _ .__
Plan Transadion No.�.
IndeX Pages
Page 1 Index and tiUe Page 9 Tank cross sections
Page 2 Data entry Page 10 Filter specs
Page 3 GeoMat mou�d dravuings Page 11 Plot pian _
Page 4 lateral and dose tank Page 'I2 Soil test(pg.1) _
Page 5 Dishibution media Page 13 '. " �P9.2) —
Page 6 System maintenance specifications Page t4 " " (pg.3) .
Page 7 Management and contingency plan Page 15 Aerial
Page 8 Pump wrve and specfications ►�q9C �G .�qSTcµ�t CtAP
MARY JO HUPPERT License Number. 1859-007
_. _
Date� 08/09/22 ...... PFwneNumber 715-42Et775
�—
Signature;.,..� � �' "', �'�
Desi9rlat 5i�p: --' % dy��` State of Wisconsin Apprwal Stamp:
�_,. • '' `✓ '�c
-` � PAARY,IQ � ; '�[ `'a
= � HUPrk:iT •:
= D 1859 �
� '�RfYER FALL3�' �ea r�,�i m a� zLZL
g�y s sW.Lc,.EeoMa� no cdnvona���.a�u,�(eema���.(N.a���.
• ' 'g�� reas�rte Distribution Nehvorks fa STSAS(01I81)and
pre�- • M Manuel Ver.�SBQ70706-P(N.O1I01. R. 10/12) /y1f�7 2.Cu'�V ��
'n��nrnmm��n���p Z•1
GeoMat Mound Edition 1. 2017 Page 1 of 16
/W!`� 202Z
Mound and P�+assuro DisL'ibution ComP�� Desi�n
Sits infom�ation
R Residential or Comrt�eraal Desi9n N ISD Required�
300.00 Estimated Was�ewater Flow (9Pd)
1.50 Peaking Facbor (e.g 1.5 = 15096)
450. Oesgn Flaw (gpd)
! 0.00 Srte Slope (96)
r 98.00 Installation Contour Line Elevation (ft)
r 30.00 Depth to LvniOng Factor (in}
0.60 In-situ Soil ApplicCaation Rate (9Pd/R�)
85.00 Contour LengM Available (ft)
Distribution Cell I�ormation
6.50 Cefl Width (ft) 45.00 Desgner Input Cell Length (ft)
2.00 Dispersal CeH Desgn Loadmg Rate (9pd/ft�) 45 Dispersal Cell Lengtl� Required (R)
2 Influent Wastewater Qualfty (1 or 2)
Prossure Distribution Information
E Center or End Manifold Are the latetals the hghest pomt
2 Number of laterals in the distribution Y __j
3 2 Lateral Spacing (R) ^e���
6.04 Forcemain Drainbadc (gat) tf N above, enter the elevaGon (ft) _
0.50 Forcemain Filter Loss (R) of Ute highest point. __��
2.00 Forc.emain Diameler (in)
+ 37.00 Forcemam Length (ft) Does the forcernam drain badc? Y �
� 90.00 Inside Pump Tank Elevation (ft)
0.156 Orifice Diameter (in) (e.g. 0.25)
1.83 Orifice Spacin9 (R) _ �6.0 /orifice
4.5 System Head (ft) x 1.3
8.41 VerUcel Lift (ft)
0.54 Fnction Loss (ft)
14.01 Total Dynamic Head (ft)
40.1 Sx Void Volume (gal)
46.13 Minrcnum Dose Volume (gal)
25.85 System Demand (gpm)
Diameter Selection
l.atetal Diameter Selection Manifold Diameter Seiection
in. dia. options choice m. dia twns choice
0.T5 1.25 x
�_pp 1 50 x x
1.25 x 2 � .J
1.50 z x 3.00 _;
2.00 x
3.00 x
Ma�ufacturer IMorntation
Treaitrnent Tank Infwmation Effluent Filter I�ortnation
1000.00 SeptiG Tank Capacity (yal) see pump tank FiRer Manufacturer
Wieser Concrete Products. Inc. Manufadurer see pump tank -- Filter Model Number
Doee Tank Information Gallo�s/lnch Calwlator
600 00 Dose Tank Capacity (9at) Total Tank Capacity (9aq
16.76 Dose Tank Volume (gaUm) Total Workmg Lqub Depth (in)
yyieser Goncrete Products, Inc. Manufacturer ��gaYin (enter rasutt m ce1l DoseTankvotume)
projsct: GUNNARD M. 6 STEPHANIE A LAAI(SON Page 2 of 16
Mound Plan View
—T
1/�� 3 J
Observation Pipe ❑ —�
K�—�
� I A
w , B , —}
I
0
� �
L
Mound Component Dimensions
Down slope toe extension made
A 6.50 E 0.00 in H 1.00 K 6.25 ft
B 45.00 F 13.00 in I 5.08 L 57.50 ft
D 0.00 in G 0.50 J 5.08 W 16.67 ft
292.50(ft2)Dispersal CeII Area 750.00 (ft2)Basal Area Available
10.00(gpd/ft)Linear Loading Rate 4.50 (ft)1/10 B Obs.Pipe Placement
Mound Cross Section View
GeoMat Dispersal Area
o� �„
100.08 ^
99.08 ! "# $"
98.00 % . .,,, a a : „ 0.0
$.,
$" 98.00
� �,,,
�
# "
# "
Shading Key
� 0 Topsoil Cap
�Q Subsoil Cap
!� ASTM C 33 sand(F)
J 0 ASTM C 33 sand (D)
5 G] 7illed Layer
fi 0 Geo Mat
See details on page 4 for number,size,and spacing of laterals.
Project: GUNNARD M.&STEPHANIE A.LAAKSON Page 3 of 16
GeoMat DisUibutlon Cell Media Layout
6.50 Cell Width(ft) 1.fi3 Sidewall to lateral(ft)
Distribution Cell Cross-section Artanaements
�
Component Legend
� Distribution Pipe With Pressure Laleral 4� Orifiw Shield
• Tumup Enclosure --------- Pressure Lateral
GeoMat is wvered with approvetl geote#ile(abnc as per the their product approval.
Distribution Cell Plan View Layout-Typical
6.50 Cell Width-A(ft) 45.00 Cell Length-B((t)
� - - - - - - - - - - - - - - - -1
� - - - - - - - - - - - - - - - -�
Typical Dispersal Cell
� , .
' # ,.
i '�E ��F�,,, � e,..:��ac �
1 :5'A.:"Ild 33:mL' .- .
I • � FhLomil/�,iIACJJ:+M '
� � � . �.���
.::!1LJ'1`�
Observation Pipes Shading Key
� O � � Topsoil Cap
' - � '� Z, � Q Subsoil Cap
I 3 �� ASTM C 33 sand (F)
1 � ASTM C 33 sand (DJ
� I � "�I S L� Tilled Layer
1 1 6 � Geo Mat
t
. . �,:iz�1!.�, � .� ....
'wF7E=.�'1.7,",FT',':}, . .
IY1wiM";1�t rrM!:wna: .
See tletails on pa9e 4 for number,size,antl spacing of laterals.
Project: GUNNARD M.8 S7EPHANIE A.LAAKSON Page 5 of 16
Mound System MaiMenance and Operation Specifications
Service Providers Name RED'S SEPTIC SERVICE Phone 715-934-9412
POWTS Regulator's Name Sawyer County SPIA-Zoning Administration Phone 715-649-8288
. . .. . . . .. ..
System Flow and Load Parameters
Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow-Average 300 gpd Maximum BODS 30 mg/L
Septic Tank Capaci 1000 al Maximum TSS 30 mg/L
Soil Absorption Component Size 292.5 ft� Maximum FOG 10 mg/L
Type of Wastewate Domestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequencv
Septic and Pump Tank Inspect and(or service once eve 3 years
Effluent Filte Inspect and clean as necessary at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test penodicall
Pressure System Laterals should be flushed and pressure tested eve 3 ears
Mound Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials co�form to Table SPS 384.30-1, have a watertight cap and are secured in as
shown in the Synergy Systems GeoMat Mound Component Manual Version 1,2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound
Component Manual Version 1, 2017. Media is covered with an approved geote#ile fabric.
3. All graviry and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
4. Tillage of ihe basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost
penetration.
Lateral Turn-up Detail
123 % �•
� ( 4„ � „_ ���„�.�
OS
I "$ ! ,
/ " ! - " 0-
I - ( 67 (
�+8 %' 0
o�o �
�o� � „ ►I` i „ „ —
0
1.8 Feet
Project: GUNNARD M. &STEPHANIE A. LAAKSON Page 6 of 16
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
ener I
This system shall be operated in accordance wRh SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component
manuals[Synergy Systems LL.C.,Geomat Mound Component Manual version 1,2017.Pressure Distribution Component Manual Vec 2.0
SBD-10706-P(N.01/01)and SSWMP Publica6on 9.6(01/81)j and local or state rules pertaining to system maintenance and maintenance
reporting.
Septic and pump tank abandonment shall be in accordance with SPS 383.33,Wis.Adm.Code when the tanks are no longer
used as POWTS components.
Septic or pump tank manhole risers,access risers antl covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertigh[upon the completion of service. Any opening deemed unsound,defective,or
subject to failure must be replaced. Exposed access openings greater than&inches in diameter shall be secured by an eRective locking
device to preve�t accidental or unauthorized entry into a tank or component.
Seotic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The wntents of the septic
tank shall be disposed of in accordance with NR 173,Wis.Adm.Code. The operating condition of the septic tank and outlet filter shall be
assessed at least once every 3 years by inspecfion.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartndge should not be removed unless provisions
are made to retain solids in the tank ihat may slough ofr the filter whe�removed from its enclosure. If the filter is equipped with an alarm,
tlie fitter shall be serviced if the alarm is activated continuously. Intennittent flter alarms may indicate surge flows or an impending
continuous alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If Ihe contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner as to
when the nezt service needs to be peAormed to maintain less than maximum scum and sludge accumulation in the tank.
The addifion of biological or chemical additives to enhance septic[ank performance is generally not required. However,if such
products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce.
Pumu Tank
The dosing(pump)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall be tested to verify proper
operation. It an efFluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole,
it should be noted if it is functional during pump operation,and if not,it should be cleaned.
Mound and Pressure Distribution System
No vees or shrubs should be planted on the mound. Plantings may be made around the mound's penmeter,and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost peneVation. Traffic(other than for
vegetative maintenance)on the mound is not recommended since soil compaciion may hinder aeration of ihe infil[rative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installalions(October-February)dictate that the
mound be heavily mulched as protection 6om freezing.
Influent qualiy into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS,and 30 mg/L FOG(or septic tank effluent or 30
mg/L BOD5,30 mg/L TSS, 10 mg/L FOG,and 104 ctu/100 mL for highly Veated eflluent. Influent Flow may not exceed maximum design
flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral,and it is recommended that each lateral be
flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the initial test when
the system was installed to determine if orifice clogging has occurred and if onfce cleaning is required to maintain equal distnbution within
the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to Ihe owner,and any
levels above 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring.
Contingep.cy Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in
proper operating condition.
It lhe dosing tank,pump,pump conhols,alarm or related wiring becomes de�ective the defective component(s)shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,it will be repaired or
replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal
media,and related piping,and repladng said components as deemed necessary to bring the system into proper operating condition.
See Page 6 0�tliis plan for the name and telephone number of your local POWTS regulator and service provider.
Project: GUNNARD M. & STEPHANIE A. LAAKSON Page 7 of 16
End Cw�nction Labral La7ro�Diagram
�=T�r�-.pw/MllvifveorikartV�K corcMeo�t r
Ift orifier bn[ed al'!. F�- /
11tl oAflc6 P�y�'^ . ed�1 / �'�
�
P
I�tmb 6 feree�ai�o!PV('ticr N per SPS'hNr lM�
'_�t_._ _. . _. .. .
NumEer of Laterah OIiGce D�ame�e� 0.1 -n
Leteral Diameler 1. Orifice Spad�9(X) 1.
Lateral LergM(P) u.3 Orifir.es per Lateral Z
Laterai EM(Z) 0.6 Onfice Deruiry 6. '/onfice
Lateral Spaarg(S) 32 ManM�d LergM 32
LaMra�Fbw RaM �Z. Pm Me^d°b D�^��� ��
System Fbw Rate 25. F«ce�^a�^V�M�M 2. �
Doas Ta�c in(ormatia�
,., ,,, .,�. �-
�n..,i ,,,.�,.�„�i.io'.tr...�i
� rv.�,i,.��....� ��
1 ktln.J A..
nA'rV� .
�M\I`��i r.�'4\\�t
Iii�iJw�1l�n.iJ . ... —��••
... • •• �.. . UIs���lYhll'
1'l I.�'i�.���I•.�w. / �ryn�.ni.11ull�ll�.
\4i:.lrn..��.11..m.,. , � I ,.�..u.'.rW.n
,111,..����1�-�n�!�.vJ
vi�.� Fortems�Ovnelv
r Inlc 2 MI.
II... i.p i � / .�.�.�r.:.��.��
nnl...�cr �•.. •�.�.•
A. �,ein�,.�.� �_.�,.. �„�.,.
.ib_�i.,.n.ui.nii���� _
B1•uui�� nil...n . � �--���1tlev�tlm(11)
iI'ii�rP�n 1 I...tl• . I'��.�..1' - �.67
� � "---t�i Nr.ro�(m
' i.,� ~— �.�
Ef '?.,.�. �"I{.Jd ng� iJu 1 ml ..:1 . . .
q� �� �� Wieser Concrele Pro0ucL5.Inc.
A 23A 3862 Ca a � b00.
B 2. 33.5 Volume 16] gaUinch
C 2] a6.t
D 6.00 131.
Total 35.8 600.
FiMer Manulaclurer NEW SEPTIC SOLUTtON
FiMer Made�NunDer CLEAR WATER
Ala�m Manufacturer SJE Rtwm�us
Alaim Model Number AB TANK ALERT
Pump Marwfaclurer ZoeMer Comparry .._..—�--_,
pump Model Number �
Pump I.kat Deiuer 25. pn � 1�Ot TDH
Projed- GUNNP.RD M.6 STEPHAN�E A lAA1CSON Page�of 16
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• Elemi�l are.rrdre.ta.Apex sr+trm.ars a�sid�le ad • variae�e Ieva�eoat s�idas ae aveiede far aar+oi�B'rJb
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3E1ECilON GUWE
1. Yr9�de0�aZO��dMltio�Osdmrui1aY�i�d.
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-POVR:
� pRA1M� BY: 'NCP
f \t �PnC M�U� W3]16 US HWY 10. YHDQ1 RD(,`K. M 547i0 CATE� 00 OU 00 T-POI.i�
� 800-325-8456 Fl�: .a,00c-em v
��N� SE��C Address:N6643 Blue Lagoon Lane
s o i u t i a N s Ciry,State,Zip:Casco,Wi 54250
Telephone:608-333-3610
C LEA R F LO W Email: infa@newseptiaystems.com
Website:www.newsepticsolutions.com
FILTER
INSTALLLATION AND SERVICE INSTRUCTIONS (fr�� --_____�
�
MODEL NO. NSSCFF324 �' - 1��-
FILTRATION 1/16" (.062"diameter holes) � '—�
PLOW RATE 83.8 gallons per minu[e �a1 1psi. � �� ''..
TDH Increase the totai dynamic head loss by.OS feet
of head to overcome friction loss from the fitter -----0
INSfALIATION
The NSSCff324 ClearFlow is made to fit on the discharge port of any pump with
a 2-inch NPT discharge.The fiker can be adapted to frt pumps with a smaller �J
diameter discharge.Install the fiker in a poskion where it will be easy to service. ���__�
i _
• Place a 2-inch Schedule 40 PVC male adapter(MIP7 x socket)on the end of fiRer. � .- `JX-;
• Measure the amount of Schedule 40 PVC([ail sec[ion)needed be[ween the filter � L� _,.
and pump.Cut the pipe to the desired leng[h and insert into the pump&fiker. r��--�-=�.� 4�(�"�
• The fiker housing has a 2-inch Cambtk coupling connection to the force main. ���c- ��<5
F=�=a
�DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER�� F--=_-.�+
SERVKE t<r—' i
The length of time required between service intervals is unique to every application. �_-+!
As such,we recommend the fil[er be checked within 12 months of i�stallation to �
determine future service intervals. Systems with known or suspected high volume '�, REM r�o. Pnei r+uMeea �
usage should be checked six months aher installation. i r�ne,eodv
DO NOT USE PLUMBING WHILE FILTER IS REMOVED �_—S°"iLOC —_
CLFANING THE SCREEN DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE __� '�e�coP
� � '�.LogeGaskel
• Unscrew the 4-inch cap and remove the screen from the filter housing. '�, s ',so�rr„in�.
• Taking proper protection,clean the screen using a hose with a spray connection. ' �
• Aker deaning,inspect[he screen for damage or corrosion. (Replace if necessary.)
• Place the streen back into tbe fiher housing and screw the cap back on,taking care ��.�_ ;. a�'
not ro crou the threads. � 1 �"-yJ
��-�i
QUALIT' I
The fiRer housing,caP and coupling are made of heavy-0uty ABS injec[ion molded '
plastic.Injection molding insures the first paR made and the ten thousandth part �,� � �
are virtually the same,insuring consistently high quality i�every part.
The stai�less steel screen is made of 316L((L stands for Low-meaning low carbon) i
316L stainiess contains molybdenum,an alloy whicb increases strength&hardness � _�Z��
and enhances resis[ance in areas high in saR air and chloride,giving it the nickname -
'marine grade'stainless steel. nenn No. sw-�7e r+ome(Fie Nor.�ei
�__—__ - - - � - -
I. I SCTE2n .
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3 ' wie hondle
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Plot Plan �
, �
PROPERTY OWNER: ���uARD h�, � S�EpNAN� A. L�1Af��1� 1" _= 4U FT•
(except where noted)
Legal Description: PQ( �F 1ME N6�y �F THE J�E�/y� 56C. 2D, T y'^�. [:]=back►ae uit
P�DB��fOrnll� OF 1-1i�yWAR� SAW`IER COwV� W�ar�vn�. L� _ �1� �'ing
y, z5o ,k:•z�s
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Site location:
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��'"'�;�r PRIVATE ONSITE WASTE TREATMENT county
:�;�,
/��o '��' SYSTEMS
'��' $ � � `�` Sawyer
-; -,
���� P$' J-�' ( POWTS)
\��-F%
�Z'""�"=•'' INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION �� ���?
Personal infonnation you provide may be used for secondary purposes[Privacy Law,s. 15.04(1)(m)]
Permit Holder's Name: ❑City ❑ Village � Town of: State Plan Transaction ID#:
(�LfY1VtQ� �✓7c �oh�Q, C�ic�KSb✓� rla C'� P�—OO�D1R�-l�
Insp BM Elev: BM Description: Parcel Tax No:
1
�00.b o,�c. oro-�/_�-I(a
TANK INFO ATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic W� � �oeo Benchmark loo.o'
Dosing � �,.,�� b�
Aeration Bldg. Sewer ��� '
Holtling St/Ht Inlet q3,q7'
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG VENTTO ROAD Dt Inlet
AIR INTAKE
Septic .}�o` .�-�� ��� }.a,�` NA Dt Bottom `�0.6�'
Dosing ,� �� �� u NA Conto'urion 4��i
Aeration NA Header/Man.
Holding Dist. Pipe qq,33 �
PUMP I�IPHON INFORMATION Infiltrative N ��
Surface
Manufacturer ��- Demand Final Grade
Model Number �� GPM C33 �`�� I �
TDH � Lift Friction Loss Sys Head TDH Ft
Forcemain L ��` Dia ��� Dist.To Weli
DISPERSAL CELL INFORMATION
DIMENSIONS W (o,s' L �{� #of Cells Type of System Distribution Media Manufacturer:
SETBACK OHWM of Nav ° Conv ❑ Aggregate �eol�/lQ�'
INFORMATION P/L Bldg Well Waters � IGP ❑ Chamber Model Number:
❑ AG ❑ EZFIow
CELL TO 2c�� f'�.S �_ � N � Mound D� Other
— - ._ _ _ _ �__ -- --- - --- --
DISTRIBUTION SYSTEM x Pressure Systems Only
- _ __ - -- ----- ----_-- -
Header/Manifo�d „ Distribution P_ipe(s� « � X Hole Size�� X Hole � Observation Pipes
Length 3•�5_ Dia 1�S � Length yY•3S Dia 1`� Spac 3•� , D��� Spacing �`g Yes ❑ No�
SOIL COVER
— ---- ----
De th Over
_ —
p « Depth Over ,� Depth of y Seeded/Sodded Mulched
Cell Center l� Cell Edges C�- Topsoil ___�__� �'Yes ❑ No � L�Yes ❑ No�
COMMENTS: (Include code discrepancies,persons present, etc.)
��s�,ll� sr��T = q��3��--�
,,�. ; 5 l gl�-�
-- --
Plan revision required?❑ Yes ❑ No ' � ,
�03_ o� �3 — - � ���l� �
�-- —
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
AOOITI�NAL COMMENTS AN� SKETCH
SANITAAY PEAMIT NUMBEA: � -'�-�-�
�T• ��� �
�k-138�7v�/
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