HomeMy WebLinkAbout022-738-01-4404-SAN-2024-107 �vA*i•,F count ��'`
;,-/—���,,, Department of Safety y �t
, � = & Professional Services, 5�'w e� �
; � a �-j Sanitary Permit Number(to be tilled in by Co.)
; Pa � Industry Services Division �..�
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Slatc"fran,action Vumber
Sanitary Permit Application �
In accordance with SPS 383.21(2),Wis.Adm.Code,submis,ion of tliis form[o the app�npriate governmental unit ��`��� ���`�
is requiced prior to obtaining a sanitary permiL Note:Application fonns for state-owned POWTS are submitted to Project Addre„(if difl'eruit than mailin�ac.dress)
the Departu�ent o(Satcty and Professional Se�vices.Personal information you provide may be used Yor secondary
pmposes in accordancc with the Privticy Law,s. 15.04(l)(m),Stats. ��_
I.Application Information-Please Print All Information
Property Owner's Nmne Yarcel#
�.bro. L. Ewe�fi 0�- 73$ -OI- `/`�Oy
Property Owner's Mailing Address Propeity Loc tion
�/535N Nalsrn Rd .�--
City,State Zip Code Phone Number
Q'i�rjw0. � l�� Sy8�o a SC '/�, SE '/�, Section _��
II.Type of Building(check all that appl}�) Lot u T 3�_ _N x �__ _�
�I or 2 Family Dwelling-Number ofBedrooms � _ _ — Subdi��ision Name
Block#�
❑Public/Commercial-Describe Use _ _ ,� -
❑City of
❑State Owned-Describe Use - CSM Number ❑Village ot� _ ___ _
.�_ �ToH��of_ �t�..� i SS C�YI_
iiI.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if
a licable.) _ _
A.
❑ New System '�Replacement System U Other Moditication to Gxisting System(explain) ❑ Additional Pretreatment Unit(explain)
l3.
❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound �j�y�.�,p�} ❑ Indi�•idual Site Design ❑ Other Type(explain)
(conventional)
C. ❑ Renewal Before � List Previous Permit Number and Date Issued
❑ Revision ❑ ChanRe of Plumbcr ❑ T�arisfer to New Owner
Expiration ��- ��� g�p2��7�
N.Dispersal/Treatment Area and Tank Information:
De;i�n Flow(gpd) Desien Soil Application Rate(2pd�sil Dispersal Area Required(s� Dispersal Area Proposed(s� System Ele��ation
300 �.c� 15� 195 9v.�'`1
Capacity in Total #of Manufacturer �
fank Inforniation Gallons Gallons Units � � v '° � �
New Tanks Existing Tanks � o g; � � p a �
Gc�r►Ci O a U � N � � c� �.
Septic or Holdin�Tank Q{,�� — ��
U iGSCr'
DosinR Chamber ��� Jt�� C.GY�G f'G�G ���
V.Responsibility Statement- l,the undersigned,assun responsibility fm�in allation of tlie POW"CS shown on the attached plans.
Plumbcr's�lame(Pri�i[) Plumb� s Si�nalurc MP/1�4PRS Number Business Phone Number
Tro..►;s 6���-�� �,� �� 4sag�9 ��s-�3y-8►7(�
Plumbei's Address(Su�eet,Ciry,State,Zip Code)
l y 3y(�w S�-a�c Roo,�+, 7 7 -�c, c►�d wr S�18y3
VI.C unt /Department Use Only _ _
�Ap �'iS�e ❑ Disapproved Permil Fce Date Issued Is,uing Agent Signature
� ❑Owner Given Reason for Denial $ ����� C�1 j ' ��� ����%r1��%—
Conditions of Approval/Reasons for Disapproval t--1� �c-��—�,�-
i J ���-,�����1��� �;`'::,,�.
� � � � �ate s���S �`� .�......�a� ' )�:�,�_,��c.�,; ,��� ��, i
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Chk# 3-�`�� -� MAY 0 7 2024
GST � � — L)��5� f�C�L#� �� — � SAWYER C�Vf�i"fY
� �ONING ADMINISTPAT17h�
Attach to complete plans fm'the sy�ste�u and submit to lhe Count��only on paper nol Iess than 8 1/2 x 11 inches in size
NO R�FUlyD6 AFTER � �.o y0
SBD-6398(R.03/22) ISSUE OF PERMIT
o�rAKr:N�hT
Wisconsin Depa�Yment of Safcty and Professional Services ��r' �,�. Phone:608-266-2112
Division of Indust�y Seivices � � �� Web:http:/�'dsns.�x'i.eo�'
4822 Madison Yards Way ' � �� , Email:dsps!cii�visconsin.,ov
ro soX�302 5�� pS
Madison,w�53707 , �_ `� Tony Evers,Governor
��RpF>��u� ��`� Dall HCCCY�l�SECCCtaI'y
May 2,2024
CUST iD NO.: 713625 Identification Numbers
TRAVIS A BUTTERFIELD Plan Review No.: PWTS-052400875-C
14346 W STA7'E ROAD 77 Application No.: DIS-0424 1 8 1 64
NAYWARD, WI 54843 Site ID No.: SIT-129789
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
Conditionallq
APPROVED
PLAN APPROVAL FXPIRES: OS/02/2026 DEPT.OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF IN STRY SERVICES
MUNICIPALI'I'Y:
TOWN OF RADISSON
SAWYER COiJNTY --- -
SEECORRESPOND CE
SITE: -��`'
EWERT- HELSING RD
4535N HELSING RD
OJIBWA, WI 54862
SE 1/4, SE 1/4, SEC. O1, T38N,R7W
FOR:
Design Wastewater Flow Value: 300 Geomat Mound Component Manual-5/18/22
Bedrooms: 2 Pressure Distribution Component Manual - Version 2.1
Limiting Factor(s): 10 Inches (May 2022-2027)
Maintenance Required: �fFluent Filter
SITE REQUIREMENTS
• A full size copy of the approved plans,specifications, and this lerier shall be on-site during construction and open to inspection
by authorized representatives of the Department,whicl�may include local inspectors. A Department electronic stamp and
signature shall be on the plans which are used at the job site for construction.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• A sanitary permit must be obtained from the county where t11is project is located in accordance with the requirements of Sec.
14519,Wis. Stats.
• Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil
moisture content can be determined by rolling a soil sample between the hands. If it rolls into a '/4-inch wire,the site is t�>o
wet to prepare. If it crumbles,site preparation can proceed. If the site is too wet to prepare,do not proceed until it dries.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
designated county ofticial in accordance with the provisions of Sec. 145.20(2)(d),Wis. Stats.
• A state-approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that
periodic cleaning of the filter is required.
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5
• lnsulate building sewer beyond 30 feet per SPS 382.30(11)(c)
• Well setbacks to meet chs. NR 8ll & 812
• 'Cank Installation to follow all manufacturer's recommendations.
• Verify property line(s) plior to installarion.
• Pump Floats to be set and verified per the approved plan.
OWNER RESPONSIBILITIES
• The current owner, and each subsequent owner, shall c-eceive a copy of this letter including instructions relating to proper use
and maintenance of the systein. Owners shall receive a copy of Yhe appropriate operation and inaintenance manual and/or
owner's manu��L for the POW'I'S descr-ibed in this approval and Wis.Adinin. Code � SPS 383.54(1).
• In lhe event this soil absorption system or any of its component parts malfunctions so as to creaLe a heaLth hazard,the prop erty
owller must follow the contingency plan as described in the approved plans.
The submittal described above has becn revicwed for confarinance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submiti.al has been CONDITIONALLY APPROVED. This system is to be constructed and located in aceordance with
the enclosed appt-oved plans and with any coinponent manual(s)referenced above. The owner,as defined in chapter 101.01(10),
Wisconsin Statutes,is responsible for coinpliance with all code require�nents.
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.
Al I penr�its requii-ed hy the state or tl�e local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval,the Division of Industry Services i•eseives the right to require changes or additions, should conditions arise
making them necessary for code compliance. As per state stals 10 L 12(2),nolhing in lhis review shall relieve the designer of the
responsibiliry for designing a safe building, structure,or component. The Division does not take responsibiliry far the design ar
construction of the reviewed items.
Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this
lettcrhead.
Sincerely, Fee Required: $250.00
Fee Received: �250.00
���� ����� Balance Due: $0.00
Refund Ex ected: $0.00
Katie Petzel
Division of Industry Services
Phone: 608-574-1189
EmaiL katie.petzel��wisconsin.gov
GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN I
Residential Application
INDEX AND TITLE PAGE
All water treatment systems shall be kept out of septic system
". W�er��o -._=.,��x�;�� ___»� T_, ,,-_ . � - -
Project Name: Ewert- Helsing Road
Owner's Name: Debra L Ewert
Owner's Address: 4535N Helsing Rd
Ojibwa, WI 54862
rd�e� 11 O _�< <:_� -.,,__ �-�-.._ � -
.. __._ �._ .�. -.,, _ .v�.. ;�
� Y
Property Address: 4535N Helsing Rd
Legal Description: SE SE S 1 T 38 N R_ 7 W
Township Radisson County: Sawyer
Subdivision Name:
Lot Number: Block Number: CSM#:
Parcel I.D. Number: 022-738-01 4404
Plan Transaction No.:
_� �, ,z� �.__ _ , _,_._ _ .. � _ - �-.��s,,c� -_
`In�eX �ages � - - -_
Page 1 Index and title Page 9 Tank cross sections
Page 2 Data entry Page 10 Plot Plan _
Page 3 GeoMat mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and`specifications __
Travis Butterfield License Number: 652879
Date: 04/2 4 Phone Number: 715-634-8176
Signature:
Designer S mp: State of Wisconsin Approval Stamp:
Conditionall�
APPROVED
DEPT.OF SAFETY AND PROFESSIONAL
SFF2VICES
DIVISION OF II'� STR"SERVICES
Designed Pursuant to the
GeoMat Mound Component Manuai 5/18/22 SEE CORRESPOND ce
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and �Z��a
Pressure Distribution Component Manual Ver. 2.1 (May 2022 -2027)
Page 1 of 10
,
� ; Mo,�an�1 and Pre�sur�D,istra�iuti��;Cc�m�a��,nkDe��gn :
Design Worksheet
All water treatment systems shall be kept out af septic system
i e n o"r'�ma�ion �,...;� .� ..�.�..�A�. �,-�. �_ , ,�.�--�.�� _
R Residential or Commercial Design � ISD Required?
200.00 Estimatetl Wastewater FIoW(gpd)
1.50 Peaking Factor(e.g. 1.5= 150%)
_ ;;..�D�;DO: Design Flow(gpd)
5.00 Site Slope(%)
97.00 Instailation Contour Line Elevation(ft)
10.00 Depth to Limiting Factor(in)
0.80 ln-situ Soil Application Rate(gpd/ft2)
54.00 Contour Length Available(ft)
.�r _,�:.�,.,..,�- ,.. _.�,: _���-- >-a��_�ww,,,.,�����,��.. _-,�
Distribiition �eir�n�or"ma�ion J �� 'T '
� 6.50 Cell Width(ft)3.25 6.5 or 9.75 Onl� 30.00 Designer Input Cell Length(ft)
�`2.00 Dispersal Cell Design Loading Rate(gpd/ft2) 30.00 Dispersal Cell Length Required(ft)
` �2 influent Wastewater Quality(1 or 2)
;�� ,r �� ,�. Fr.�w.�,,, ,,--,.�� .�.� ...�.-.,.�_ t :. ,,z �_.. , .�_�--_� _r���1
ressu're is''ri�ution ln�orma�ion � ""'`
E Center or End Manifold Are the laterals the highest point
2 Number of Laterals in the distribution � Y
3.25 Laieral Spacing(ft) network7
32.79 Forcemain Drainback(gal) If N above, enter the elevation (ft)
0.50 Forcemain Filter Loss(ft) of the highest point. [- �
2.00 Forcemain Diameter(in)
201.00 Forcemain Length(ft) Does the forcemain drain bacl<? Y
84.50 lnside Pump Tank Elevation(ft)
0.188 Orifice Diameier(in) (e.g, 0.25)
2.00 Estimated Orifice Spacing (ft)= 6.50 ftZ/orifice
3.25 System Head(ft)x 1.3
13.91 Vertical Lift(ft)
1.78 Friction Loss(ft)
19,45 Total Dynamic Head (ft)
17.84 5x Void Volume(gal)
50.63 Minimum Dose Volume (gal)
19.66 System Demand (gpm)
iametier e'ec i6n' - _ __� ,;_�,
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in.dia. options choice
0.75 1.25 x x
1,00 1.50
1.25 x x 2.00
1.50 x 3.00
2.00 x
3.00 x
�,, � ,.h.r �_ _.�-_�r . -�-�=-� �..� ___.__ -., � .. .� _.,_ . 1..�. -
anu ac urer M ormation ` � "`
Treatment Tank Information Effluent Filter Information Optional
840.00 Septic Tank Capacity(gal) Lifetime Filter LLC Fiiter Manufacturer
Wieser Concrete Products, Inc. �Manufacturer LT 1/8 �Filter Model Number
Dose Tank Information Gallons/Inch Calculator(optional}
508.26 Dose Tank Capacity (gal) 508.26 Total Tank Capacity(gal)
11.82 Dose Tank Volume (gal/in) 43.00 Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. Manufacturer 11.82 gal/in (enter result in cell DoseTankVolume)
Project: Ewert-Helsing Road Page 2 of 10
� � � � � Mound �P1an��View � � �
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1
1/10B� . . . . . . . . . . .
. . �
��� �•� •. ,Observation Pipe �•.•.•. 1
'K. :'�`.•'�`!; .:,.�. .:..;. .:�;•.�.�.:.. — I
•1�
A
6
tiy;' tiy:
W ,I.. . .
,�; B s
.4-r. I
� . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . , . . . , . . . . . �
�_ L _
1`�Oiuin��oi�iporien� L�m�en�io'ns �", - .�l� ��-�:H�;
A 6.50 ft E 17.90 in H 1.00 ft K 10.55 ft
B 30.00 ft F 14.25 in I 11,22 ft L 51.10 ft
D 14.00 in G 0.50 ft J 7.45 ft W 25.17 ft
�195.00 (ft2) Dispersal Cell Area 531.62 (ft2) Basal Area Available
10.00 (gpd/ft) Linear Loading Rate 6" End of B Obs. Pipe Placeme�nt
' our�i�ross�ec� on. .�iew.,,., r-�-- �
,� ,. .�. ....�- ,,_��s-��.�-.�.a-���,_�q.�
GeoMat Dispersal Area
Observation Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
component � GeoMat+ 12"ASTM C-33 sand
�b �:. � �
/.
100.35 Finish Grade � � �� / �ij. � Cover Material
99.25 LaterallnvertElevation / ! .,�,'�' '�'' .'�' '�'�;� '�,ij ,,
98.17 Dispersal Cell � i� � �, � � \ ��-\� Slope 5.0
�'��',', � . ,�.
Elevation ,�,, �`
i
' � �'�' ' ' '� ��� .`,�c��� " Contour Elevation 97.00
\/���i�i,' ,� �` �� Tilled Area
r � Forcemain
�— In situ soil
In situ soil
, l�ad'ing ey --
1 � Topsoil Cap
2 � � i � Subsoil Cap
3 � � � ASTM C 33 sand (F)
4 � ASTM C 33 sand (D)
5 , �! Tilied Layer
6 � Geo Mat
See details on page 4 for number, size, and spacing of laterals.
Project: Ewert- Helsing Road Page 3 of 10
�- � °' ' ` '- �nd��inn�etion�,a�er-al LayAut Diagram -�-�_ ,
o� �. Y aU��,lv d I�V�V�-6;c esY10 �" I g?�;�����>���
o���;T����� ��,,;�,< <, � �.<<� , : ���4��?4� ,�,�,�„
;'I1t1�/t)l)()tlt;tlt7�] 1tl()li�(1(1�1�11�1(i(1()t)I)�II(it t.4�(11
�.)l J f 1�)(1()I 1(1 i)I 1()I1() 1� )I 1 I i t I 1� ](i `1`(i)1
u�,�,<,u�,u�,"�,�,n n�1e2'�Eir`ifice�toc�at�8��d4%Zn:
� '� i 'n �.u`,'uo , ;i;2�nd�,:'tit;"u'niiu� •
A16bS'ifl���'�bil�E d'ovSh o o v,o c < <�u�,o u��o u o�,�r�
�i� i 1��U.CL �,_l1� �u,sJ n ��i(1.QL��U�L�b �
i t)t�t� u �t� C un�C Ur�� nuUuu�lpu l ��uu
,1 U -.C)Cl()(>�( <i 0 r)Ci i i X�.� )�i)(�U�i�)i 1()L7(i(1 t)i i O
i t 1 i l t 1()()()(1 f l()r;r)()�i( . ()t 1<1 1)()()()()()()f)()t 1()�
tlt�l l I.il(Illll t;l)tl( )tl ll(�t. � C)(Jtl l i t)1)
�'p'���,�,
. 'n�iiuni �1hS> >��r'i;ii� uu�nU,>noni���un'uou� u
���)f) U �i U( ( (1 U U t> >l)u nO U� U( u )U u U t 1 n ��
1'�t ( I1� �li)l ( 1 ( 1 1 ! fll'() -
�: �4�1`�a�s 8�f rc a o ' �1 4 ��S��� -.�,} g' 4.30-51
Number of Laterals 2 Orifice Diameter 0.188 in
Lateral Diameter 1.25 in Orifice Spacing (X) 2.00 ft
Lateral Length (P) 29.00 ft Orifices per Lateral 15
Lateral End(Z) 1.00 ft Orifice Density 6.50 ft'/orifice
Lateral Spacing(S) 3,25 ft Manifold Length 3.25 ft
Lateral Flow Rate 9,83 gpm Manifold Diameter 1.25 in
System Flow Rate 19.66 gpm Forcemain Velocity 2.01 fUsec
�o �._ a� �,- .�.� , � ,� . .,_-� �,�,� �� d � -,.- �- ;.
ose` ank r�orifia�ian
Locking covcr wilh�varning labcl.
locking device nnd�vatcr light seal
Glcclricai bos \ '1"Vcnlcd Covcr e�
ns per NLC 300
nnd SPS 31C.28\VA`C r
.�,��1. �_t'inishcd Grndc ��.1, -k�-1- J�L
_ll�scflnnetl
4"Clcan aul Pipc �— Opiional ball v Ivc
\Vires Prom Hleclric sou�ce _ ( ` to control spe d of
__ _— —_____ _ cllluenl6ein doscd
\op�ional o Uci Forcemain diameter
4"Inlel n nl` 'Ltil_I`_il�ct� I 2 Ill.
� Doss stop � �r�ns�rnt�o� pfpc to�
nnd water rncnsc Inrccm in onin I
tightgaskct solidgraund /
\1'aapholcormd rurnco
Sim/Tech Filter I �+r���������+��
STF 100 1/16 High�ealcralnnn —'
B r �
.� Pump On 1'loat A
� f----Pump off elevation(ft)
� Pump o[l Float run,p F�' 85.33
�f�,,,.k �_____Dose iank elevation(ft)
"I3edding under t�n 84.50
Dimension Inches Gailons Wieser Concrete Products, Inc.
A 26.72 315.79 Capacit 508.26
B 2.00 23.64 Volume 11.82 gal/inch
C 4.28 50.63
D 10.00 118.20
Total 43.00 508.26
Filter Manufacturer �Sim/Tech Filter ---�
Filter Model Number STF 100 1/16
Alarm Manufacturer SJE Rhombus
Alarm Model Number PS Patrol
Pump Manufacturer Liberty Pumps —�
Pump Model Number 283
Pump Must Deliver 19.66 gpm at 19.45 ft TDH
Note:Switches containing mercury may not be used in this system.
Project: Ewert-Helsing Road Page 4 of 10
; , GeoMat Distributip� �C.�JI Medialayout '�
6.50 Cell Width(ft) 1,63 Sidewall to Lateral(ft)
Distribution Cell Cross-section Arrangements
�oo�-°0�060600°0°o"0��006000 � o0000000000000000000
C2_<� o � �� � ��c � � � � � o-o.p � o oc� � oo � �� � o
"�mpnnen���gen�T . � _ �.;
� Distribution Pipe With Pressure Lateral L.J Orifice Shield
s Turnup Enclosure - - - - - Pressure Lateral
GeoMat is covered with approved geoiextile fabric as per the their product approval.
Distribution Cell Plan View Layout-Typicai
6.50 Cell Width-A(ft) 30.00 Cell Length-B(ft)
End Connection Latera(Layotit Diagram
,-r,--��� �,� �z-��,�-r�-�"-�-�T��>�,�T,� <�-��"-��-�,-�,-�
�°c>°o°o°o°o°ci�o�>nv0000�o���00000��on000000000000000�c�000�>��000>�o�o�ooc%o
<>`���''�r"'�l�'c'�5`�c�`''�'�' �c�'c5�`'o`����5�`_ 'b�i'o�`i''���'�5�'b��'c�Ls°o��.r�''8'�'
, � c
O-O O O O O O CL� 0�0C1C�G O O <) O O O O O O O O O O O O O O O O O O
� O(,O�O�n�Q�O�O�O��O�O�O{?C�� (�r�O��O�(-�O��c��O�>OO�.�O�O(,O`�'O��O�O (�(,�O�O�O��O�QG�{�O>O�OpO
�O��'�T7�c..7T1��C���TJ��U�.'R7'�O)�'i7�L�]QT'�<�o�TTO���CT�1�L_)��O�O�O O.
O_O._O�O,,O O O.O O O.O O�O.O,0,:O.O-tJ.Q_O._O„O�QO_O,O.O O O O O D U_O.O O
„� __.� ---;, __ <...., -...v � .
'rYPicaT`Dispersa e ` '-
Sand Fill Recommended Distribution Lateral
• ��9 � Orifice Shield
Pipe Dia, Approved Infiltrative Fabric
,—T.—.—.�
��� �^ ,, �
� h1 AS'Ttd33u�d�', � GeoMat
� 't�,�� �� Component
O ;.�/.,��1=umal A917A G35Y5and '
- _ _ Infiltrative Surface/Plow Layer
_ -�'
Ci�ilin Factor
__- �.,4 t..�-�-�� ,�- �
�� ' ��Userva�i�on��ipes �' �-, ,_ _. _ �� hacTing ey ._,.
� WaterTl�ht
1 � i . . Topsoii Cap
'ollet Flange 4"Min N Z � i � Subsoil Cap
ebar =� � � ' ASTM C 33 Sand (F)
s�°ts 4 Q qSTM C 33 sand (D)
1"Mln �I Install at =I 1' Min 5 /�' // Tilied Layer
" ;-�1 nd/Geo �I
� �,„� � 6 � Geo Mat
ia��n,a��ig�t�
�JACLRCLO�I?P(�LII�$ � y �
12'hSitAC�33s�u�C�+ � _i-� � -i
See delails on page 4 for numher,size,and spacing of laterals.
Projecf: Ewert-Helsing Road Page 5 of 10
� Mour��i�ystem Maint�n�nce and Op�ration Specification� ;
Service Provider's Name Travis Butterfield Phone (715)634-8176
POWTS Regulator's Name[Sawyer County SPIA-Zoning 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 BOD5 30 mg/L
Septic T�nk Capacity 840 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 195 ft2 Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank Inspect and/or service once every 3 years
Effluent Filter Inspect and clean as necessary at least once every 3 years
Pump and Controis Test once every 3 years
Alarm Should test periodically
Pressure System Laterals should be flushed and pressure tested every 3 years
Mound Inspect for ponding and seepage once every 3 years
Other `�
Miscelfaneous 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 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 geotextile fabric.
3. All gravity and pressure piping materials conform to the requirernents in SPS 384,Wis.Adm. Code.
4. Tillage of the 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
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2.5 Feef
Project: Ewert- Helsing Road Page 6 of 10
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
General
This syslem shall be operated in accordance with SPS 382-84 Wis,Adm.Code,and shall maintained in acwrdance with its'component
manuals[Synergy Syslems LLQ,Geomat Mound Component Manual version 1,2017,Pressure Dlstribution Component Manual Vec 20
S8D-10706-P(N,01/01)and SSWMP Pubiication 9.6(01/81)]and local or state rules pertalnino to system maintenance and maintenance
reporting.
Septic and pUmp tank abandonment shall be in accordance with SPS 383.33,Wis.Adm.Code when lhe tanks are no lonyer
used as POWTS components.
Septic or pump tank manhole risers,access risers and covers should be Inspecled for water llghtness and soundness.Access openings
used for service and assessment shall be sealed watertight upon the completion of service.Any opening deemed unsound,defective,or
subject lo failure must be replaced. Exposed access openings greater than&inches in dlameter shall be secured by an effective lockin�
device lo prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s,281.48,Stats.The contents of the septic
tank shall be disposed of in accordance with NR 113,Wis.l�dm.Code. The operatiny condiCion of the seplic tank znd outlet filter shall be
assessed at least once every 3 years by inspection.
The outlel fller shall be cleaned as necessary lo ensure proper operaCion. The filter cartridge should not be removed unless provislons
are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filler is equipped with an alarm,lhe
flller shalt be serviced if the alarm is activated continuously. Intermittent fllter alarms may indicate surge Flows or an impending continuous
alarm.
The seplic tank shall have Its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of lhe
tank. If lhe cantents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the ovener as to
when the next service needs to be performed to maintain Iess than maximum scum and sludge accumulation in the tank,
The addition of biologir,al or chemical additives to enhance septic tank performance is generally not required. However,if such prodcc[s
are used�hey shall be approved for sepiic tank use by the Wisconsin Department o(Commerce.
Pump Tank
The dosing(pump)tank shall be inspected at least once every 3 years. All switches,alarms,and pumps shall he tested to veri`y proper
operation, If an effluenl filter is instalied within lhe tank it shall be inspected and serviced as necessary. If the force main has a weep hole,it
should be noled if it is functional during pump opera[ion,and if not,It should be cleaned.
***"`No one should ever ente�a septic or dose tanksince dangerous gases may be present thaf could cause death.**"*
Mound and Pressure�istribution SVstem
No trees or shrubs shou!d be planted on lhe mound. Plantings may be made around the mound's perimeter,and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetretion, Trzffic(olher than for
vegetative maintenance)on the mound is not recommended since soil compaction may hinder aera;ion of the inflltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold wealher installations(October-February)dictate that lhe
mound be heavily mulched as prolection from freezing.
Influeni quality into the mound system may not exceed 220 mglL BODS,150 mglL TSS,and 30 mglL FOG for septic lank effWent or 30
mglL BOD„30 mglL TSS,10 mglL FOG,and 10^cfW100 mL for highly treated effluent. Influenl flow may not exceed maximum design flow
specified in the permit for this installation.
The pressure dls[ributlon system is provlded with a flushing po'mt al tha end of each lateral,and it is recommended that each lateral be
flushed of accumulated solids at leas!once every 3 years. When a pressure tesl is performed it should be compared to the initial test when
the system was installed tn determine if orifice clogging has occurred and if orifice cleaning is required lo maintain equal distribution withln
the dispersal cell.
Observalion pipes withi�the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,znd any
levels above 4 inches cons�dered as an impending hydraulic faiWre requiring additional,more frequent monitoring,
Continqencv Plan
If the septic tank or any of ils components become defective the lank or component shall be repaired or replaced to keep the system in
proper operating conditior.
If lhe dosing fank,pump,pump controls,alarm or related wiring becomes defective the defeclive component(s)shall be immediately
repaired or replaced with a component of the sa�roe or equal periormance.
If the mound component fails to accept wastewater or begins lo 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 replacing said components as deemed necessary fo bring lhe system Into proper operating condltion,
See Page 6 of this plan for the name and lelephone num6er of your local POWTS regulator and service provider.
Project, Ewert-Helsing Road Page 7 of 10
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280_PI R010/7/2015 �c,'Copyright 2015 Liberty Pumps' Inc. AlI righls reserved. Specificalions suUject to change�vithout notice. ��
Pumps�
W840/500-MR
13�„ TANK SPECIFICATIONS �( � �
DIMENSIONS: � �
WALL• 2 1/2" � w �
BOTTOM: 3" � � �
C�VER: 5" -
MANHOLE: 24" I.D. PRECAST CONCRETE RISER � �
, . � . HEIGHT: 59 1/2" 0_D. d ii
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"/ ���� � LENGTH: 113 3/48" O.D. � �
� IIII \ _ WIDTH: 93" O.D. n- �
4" CAST-A-SEAL � 4" CAST-A-SEAL BELOW INLET: 48" O.D. �.;
�2� /�- ����� �� LIQUID LEVEL: 43" � w ¢
N/EIGHT: 11,150 LBS. � � �
°�' TYP � � � f % . INLET AND OUTLET:
\ J \ IIII \� � 4" CAST-A-SEAL BOOT OR EQUAL � a
GASKET, CAST-A-SEAL BOOT OR EQUAL 3 0 �
��� FILTER OR IIII // �
BAFFLE INLET AND OUTLET BAFFLE AND FILTER: m o �
' � IIII �. WISCONSIN, SEE DETAIL #10 � �
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LIQUID CAPACITY: 79.61 GAL/fN (SEPTIC) � � ``
11.82 GAL/IN (PUMP) 6i„1 �
TOP VIEW W �
LOADING DESIGN: 8' 0" UNSATURATED SOIL
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`r' COVER: MIX DESIGN #8 (NO FIBER) � _ �
TANK: M�X DESIGN #10 (STRUCTURAL F16ER) � _
INLET — �
- _ J _ _ OUTLET CUSTOMIZED TANKS: � �
-- :I - - FOR CUSTOM TANKS CONTACT WIESER CONCRETE
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APPROVAL DATE: '� �
PRODUCTS NEEDED BY: OF
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS � �
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