HomeMy WebLinkAbout024-741-33-5308-SAN-2023-153 _ "` Department of Safety c°°"ty �
,N .�w e r y
_ �_ ; & Professional Services, Sanitary Pemiit Number(to be filled in b} Z
,,` �. �= Industry Services Division �s` ��� �
._. __ �
Sanitary Permit Application pState Transaction Number i
In accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit I '� �7 -0��301�I�' e �
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if ditierent than mailing
W
the Department of SaPety and Professional Services.Personal information you provide may be used for sewndary
purposes in accordance with the Privacy Law,s. I S_04(I)(m),Stats. � � ���(� ��a� � ��
I.Application Information—Please Print All Information
Property Owner's Name Parcel#
� +�: � •.�:� 7 o�y-�y� .33 �3oa
Property Owners Mailing Addr s Property Location
�1 � �;se. �--n o 109 ca�c.►_�c 3-�J
City,State Zip Code Phone Number
M��S o n ' � = S�� � 9 '/<, '/a, Section 3 3
II.Type of Building(check all that apply) Lot# T• �l I � R O'7 ��ar
�1 or 2 Family Dwelling—Number oPBedrooms 3 y � S Subdivision Name
Block#
❑Public/Commercial—Describe Use
❑City of _^_
❑S[afe Owned—Describe Use CSM Number ❑Village of
.?J�JS`!� ,olS.s �Town of Rczvr+d _L0.Kc
III.Type of POWTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C i
a licable.
A ❑ New System p y
.�Re lacement S stem ❑ Other Modification to Existing System(explain) ❑Additional Pretreatment Unit(explain)
B' ❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound G�a,K}. ❑ Individual Site Design ❑ Other Typc(explain)
(conventional)
C• ❑ Renewal Before ❑ Revision ❑Change of Plumber ❑Transfer to New Owner �st Previous Permit Number and Date Issucd
Expiration ��—3� q' �9 ��pp
IV.DispersaUTreatment Area and Tank Information:
Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(s� Dispersal Area Proposed(s� System Elevation � �
� yso � . o , a . o �as , yso a�7 , vso 95 ��.o
Capacity in Total tt of Manufacturer
«:
Gallons Gallons Units ;? v � �
Tank Information � �
New Tanks Existing Tanks ` o aj ` Y � c"'a �
n. U in v, v� w C7 0..
Septic or Holding Tank ,�, ��O laQv �
a,a,b�r►u SS e n �C'
Dosing Chamber .7�0 �. 7 5-Q � w��SC�.. x
V.Responsibility Statement- I,the undersigned,assume responsibility for ins Ils6on of the POWTS shown on the attached plans.
Plumber's Name(Print) Plumbe ' natu MP/MPRS Number Business Phone Number
V•,socK �3073G ��s -G 3�/- 1G�`�'
Plumber's Addr�ss(Streek City,State,Zip Code)
1 (�aa.l S 1�w G 3 Hc. wdrd� 1�17� `J"''i$`f3
VI.Coun /Department Use Only
�,'L. Permit Fee Date Issued Issuing Agent Signature
�Ap r ❑Disapproved ,
�Owner Given Reason for Denial $ ��� � �`�S /� 3 �'��"'�� �"���
Conditions of Approval/Reasons for Disapproval �
� � ��� ���`�
�� -1 "� �a���_?.�..� S� a-3 .�_.�_ - I 1
i� i���� ' . . L
��W'�
�
��� g�o�( ► JUL 19 20�3 ,
CS� �--3 — �G `� u ��t�.._�.3�a_ ..._ sAvvv������.,�.,-�,_
�
zo�vi�vu,�ur�9iz.�:���,r-:.:,;:,_::�
Attach to complete plaos for the system and submit ro the County ooly on paper not less than 8 12 x 11 inches in size a c� i� i
NO REFJIV��A�TER
SBD-6398(R.03/22) IS�UE OF F'ER�VqT
/�11�...\1111��.�..
Wisconsin Department of Safety and Professional Services ,!�' Phone:608-266-2112
Division of Industry Services ! '/�,`•. Web:littu:i'dsps.0 i��_v
4822 MadisonYards Way i�`���� �� Email:�i,n����ci.cou.i i.«o��
PO Box 7302 �'�{ � p ��
Madison,wt 53707 `,�,, = Tony Evers,Governor
`��;,;-\_�_- ;����\ Dan Hereth,Secretary
�����,�..�`
July 17, 2023 _- _
CONDITIONAL APPROVAL �P P ROV E C�
_;:;_� i". OF SAFETY AND PROFESSIONAL
SERVICES
PLAN APPROVAL EXPIRES: 2025-7-17
Plan Review: PWTS-072301412-C ����� /���� _
,�
Ray Visocky
16222 Hwy 63 S
Hayward,WI
SITE:
Stangl
11270W Quail Lane
Sawyer County
Town of Round Lake
S33 T41 R7W
FOR:
Description: 3 Bedroom-450 GPD—18"to I GeoMat Mound Manual—(May 2022-2027) I
limiting factor—Effluent Filter- Pressure Distribution Component Manual—Ver. ',i
Maintenance required 2.1 (May 2022-2027)
i
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes.The submittal has been CONDITIONALLY APPROVED.This system is to be constructed and
located in accordance with the enctosed 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 operating equipment on the mound site. If necessary,use
only tracked equipment,during dry conditions,with minimal passes,to avoid compaction.
• 12"of sand shall be installed between the contour and the bottom of the GeoMat product.
• Orifice Shields are required.
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec.145.19,Wis.Stats.
• Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec.145.20(2)�d�,Wis.Stats.
• A state approved effluent filter is required.Maintenance information must be given to the owner of the tank
explaining that periodic cleaning of the filter is required.
• A copv of the aooroved olans,soecifications 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
• The current owner,and eath subsequent owner,shall receive a copy of this letter.Owners shall also receive a
copy of the appropriate operation and maintenance manual(s)and be responsible for ensuring that POWTS is
operated and maintained in accordance with this chapter and the approved management plan under s.SPS
383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard,the property owner must follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes.Reports shall be submitted at intervals appropriate for the component(s)utilized
in the POWTS.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shail
relieve the designer of the responsibility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation,operation or maintenance of the POWTS.
Sincerely,
,ja��r,u�/?a�ul�y
Joshua Rowley
POWTS Plan Reviewer,Division of Industry Services
(715)813-9111 c,�t, .�ay , r�_��r __
GeoMat II�OUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
-�sldential.�.:��p����a^..Icr
INDEX AND TITIE PAGE
Owner Info
Project Name: Stan�l-puail Ln
_----------
-_ _._..___--..
Owners Name: Patrick J Stangl Living Trust
Owner's Address: 6441 Enterprise Ln No 109
Madison, WI 53719
Property Info
Property Address: 11270W Quail Ln
Legal Descriptiort S 33 T 41 N R 7 W
__ _._
Townshi� Round Lake County: Sawyer
- _ ... _
Subdivision Name
_ _. . __
Lot Numbec 5-Apr _ Block Number CSM# 2254/2255
Parcel I.D. Number 024-741-33 5308
Plan Transaction No.:
Index Pages
Page 1 Index and title Page 9 Tank cross sections
Page 2 Data entry Page 10 Site Dia�rem_ _
Page 3 GeoMat mound drawings -----
Page 4 Lateral and dose[ank
Page 5 Distribution media - —" '
Page 6 System maintenance specifications -- � � - �����---�-��-�
Page 7 Management and contingency p�an -
Page 8 Pump curve and specifications —
Ray Visock�_ __ _ License Number 230236
Date- O6/27/23 Phone Number (715)634-1679
Signature:
Designer Stam . State of Wisconsin Approval Stamp
�esigned Pursuant to the �"'°"'""'y
GeoMat Mountl Component Manual 5/18/22
SSWMP Publication 9.6 Design oi Pressure DistnCution Nehvorks for ST-SAS(01/87)arW
Pressure Dishibution Componen[Manuai Ver.2.� (May 2022-2027)
Page 1 of 10
Mound and Pressure Distribution Component Design
�,��. ,,.�...
Site Infortnation
[_. R' Res�deMial or Commercial Desgn N - ' ISD Required9
---300.00��; Estimated Wastewater Plow(9ptl) '-- ---�-�
I 1.501 Peaking Factor(e.g. 1.5=150%J
450_00 Des�gn Flow(gpd)
�,_ _. 7.00� Site Sbpe(^/,)
�'� 85.60�� Installation Contour Line Elevation(k)
�_18_00� Depth to Limiti�g Factor(in)
i �1.00� In-sRu Soil Appiicaficn Rate(gpolt(�)
76.00'� Contour Length Available(fl)
Diatribution CeII InformaUon
6.50 Cell Widih(ft)325.6 5 or 9 75 OnP{ '- 45.00� Designer Input Cell Lenglh(tl)
_ 2.00 Dispersal Cell Design Loading Rate(gpd/R�) q5.00 Dispersal Ce11 Length Required(R)
_ _ 2 Influent Wastewatar Quality(1 or 2)
Pressure Distribution Information
�- E! Center or Entl Mani�old Are the laterafs the highest point
2 Number of Laterels in the tlistribution j ��� � � -- �
325 Lffieral Spaang(ft) network? ----...-Y----...". .
28.55 Forcemain Drainback(gaq ff N above,enter the elevation(k
0.50 Forcemain Filter Loss(ft) af the hi hest oim. r
2.00' Forcemain Diameter(in) 9 P '- ---
776.00� Forcemain Len th ft --------- --�.
9O Does the iorcemain drain hack9' y -
65.00� Inside Pump Tank Elevation(fl) �---- ---- -
0.156�Orifice Diameter(in)(e-g.025)
_ 2.00 Es_�mated Onfce Spacing(k)= 6.85 fl�/onfice
�4.55 System Head(ft)x 1.3
31.25 Vertical Lifl(fl)
2.19 Fncfion Loss(ft)
38.49 Total Dynamic Head(ft)
40 46 5x VoW Volume(gal)
69.01 Minimum Dose Volume(gaI)
23.69 System Demand(gpm)
iameter Selection
Lateral Diemeter$election Manffoid Diameter 5elbctlon
in.tlfa, o tions choice in.dia- options choice
0.75 � --- _. ___,
_ __._ 725 x ...-�
1.00 � i 1.50 x _--_____
725 x � ' 2.00 �� � �
1.50 x � z i 3.00 ,._- __'�'
2.00 x ----
3.00 x
__�
Manufacturer Information
Traatment Tank Inlormadon ERlueot Filter Infortnatlon �
1000�OOI Septic Tank C aci aq iPolylok InclZabel � Fdter Manuhcture�
Wieaer Concrefe Products Inc__�Manufacturer A700 8 X 18 7200 GPD PiRer MotlH Numbrr
Doae Tank Information Gallonsllnch Calculator io-.,;b�al)
602.82 Dose Tank Capacfty(gap � 602.82 Total Tank Capacily(gal)
11 82�. �ose Tank Vdume( eVin �
__@_ ) 51 00:Total Working Liquid Depth(in)
Wi�e oncrete P`otluas, Inc. _ �Manufacturer � 11.82 gaVin(enter result in cell DoseTankVolume)
Projecf. Stangl-Quail Ln Page 2 oT 10
Mound Plan View
�i�-'0� -1
Observahon Pipe � . —�
K
e A
W — I
i B 1
� z
-�- : 1
� L �
ound Component Dimensions
A 6 50 ft E 11 46 in H 1.00 ft K 8.81 ft
6 45.00 ft F 14.50 in I 10.11 ft � 62.62 ft
D 6A0 in G 0.50 ft J 5.48 ff W 22 09 ff
292.50 (ft)Dispersat Cell Area 747.63 (ft) Basal Area Available
10.00 (gpd/ft)Linear Loading Rate 6" End of B Obs. Pipe Placement
Mound Cross Section View
GeoMat Dispersai Area
Observation Pipe
12"�STM C 33 sand as GeoMat
required for Geo Mat r Distribution Cell
[omponent - GeoMat+12"ASTM C33 sand
-- H ` t�
9821 finish Grede i ,
,. — � ✓��'�i� CoverMaterial
97_08 Lateral Invert Elevation / f ; -, �;
96.00 DispersalCeli • ��.G :� �� Slope 7,p
Elevation ' £��'�
����"'"' Contour Eleva[ion 95.50
` ,����:��� Tilled Area
Forcemain
� If1 SI[U SOII �
In situ soil
- � � �Shading ICey �
1 � Topsoil Cap
2 � Su6soil Cap
3 '—'�� ASTM C 33 sand (F)
� '�.'�_� ASTM C 33 santl (D)
5 � Tilled LaYer
6 0 Geo Mat
See details on page 4 for number,size,and spacing of laterals.
ProjeCt: Stangl-Quail Ln Page 3 of 10
End Connection Lateral Layout Diagram
��=Tum•up w raire orckanout p ug �
/� ^ l�t oriflce located at Z Z �
All oriNces pol�rt down
—_ �. '
P
laterok&force mam of PVC Sch a0 per SPS Tabk �a.3p-51
Number of LatereLs 2 Orifice Dlemeter 0.756 In
Lateral Dlameter 150 in Orfice Spacirg(X) 2.tp ry
Lateral Length(P) 44 55 ft Ortfices per Lateral �
LatBral EM(Z) pA5 R Orifice Density 8.65 fllonfice
Laterai Spacing(S) 3.25 R Manifold LengM� 3.25 ft
Leferal Fbw Rate 11.85 gpm Manrfold�iameter 7,>p �p
System Flow Rate 23-69 gpm Forcemain Velociry 2 42 tvsec
Dose Tank information
I.oclinFmvcnrithnaminl'label. -
Ialing�eviceanE••aMrlish�xol �
J"V[nlcJ Cov.r '�
Clsvwal Wn — '
a1weULClpp -- - �
.,bsrs,ia�s�v�c� :
,lb:. -µ: riniu.�c,�m {_ g.L �.
w' --_"_!'__ -_�q-1. _�_ . i�,l.
. �! i
i^nvo����nrq.,- ��i. i. . —�ummaci� �
h _ . omfon.,iwil.a,�o
\l'ircsFmnClttVirs�m�t .� ' �lY_�� �� �ocunmisryy'Jo(
. .. . _..—�._.. _ AIurn�IwinbJ�neA
+'Inl. 1911ilur� !I I \oP mi I �1� FdClRIlin Ci810Mer
I � . .. :=yif 210.
t3ous�m � �I� / � �sia�mnrrv�m1
W wmer �{(�— im + unul
!{l Iigln,avkcl 1'� � z.lW�e��unu � ,
Sim/TechFilter I I' `�a��'d'• �•" i Funm
�I.�r�.�r.�..�
STF10D 1/16 I�i��no�,���ni,�.,���' —
B� • ��j`� 3;�
f r��„�o„ri�� ���,
! �—PumP aM ekvalbri(fi)
�PumPUffflum!:/., L�'�
1 �� ����P���,n �=r es_ea
4 —° : �
j �m„�A� �_o�o cenx m�w�(rtt
' ..�l3cddins under, t „nn.� . . ./' 65.00
�imension Inches Galbns Wieser Concrete Protlucts,Ine.
A 33.16 39'1.97 Ce 602.82
B 2.00 23.G4 Volume 1LB2 gaUnch
C 5.84 89.�7
D 10.00, 11820
Total 51.00 602.82
Fiter Manutac[urer iSim/Tach Filter -��� �
Filter Model Numbar jSTF 100 'I/16 ��
._.._ _._-.
Alarm MenWacturer '�SJE Rhombus
Alartn Model Number�pS Patrol ��
�_____________
Pump Manufacturer 'Zoeller Com an � �� �- - �� �� _ _�
PumP Madel Number BN 761 ��----- -�—------- .. �---��.
L________ ______..
Pump Must Daliver Y3.89 gpm at 38.49 ft TDH
,:m^ Switcr .a_i.ni:,,g m rca d i��v _o �e cse;i .ys�era
P�of ect Stangl-Quall�n Page 4 of 10
GeoMat Dtatribution Cell Med1a Layout
6.50 Ceil Witlfh(ft) 1.63 Sidewatl to Lateral(ft�
Distribution Cell Cross-section AnanAements
" --0------ ----
.. _.., . .. _�.. _—._ _
Component Legend
� DisUlbution Pipe Wilh Pressure�ateral L.,.,1 Onfre Shieltl
� Tumup Enclosura ----- Pressu2 Latarai
GeoMat is covered with approved geoteMile fabnc as per the their proGuct epproval
Distri6ution Cell Plan View Layout-Typical
8.50 Cell Width-A(ft) 45.00 Cell Langth-B(R)
cnd Ccnnec:ion Leier-f_z}�out Diagram
�� �. .� ..� �� � .�� .... � .� � ..�. � .� .� �
�� � � � �.. �� � � � �� � � �. �.... '�"��.�_
Typ a Dtspersal Cell
SanO F�II RecommenEey O�sVihution Lateral
� .._�onfice Shield
Pipe�ia. ApOrovetl Infiltrd[ive Fabnc
1 �.a�.fl " ie'dP s
� " 1 AS4632.�m7. GeoMat
o ' � eea�mnsmtc�asm, �
Component
., InfilVariveSudace/PlowUyer
Ii�:M..Fpyy
� �Observat on Pipes Shading Key
/ w�arn¢n: `
�9 ,� I � Topsoil Cap
Tak�Glwiry '. � a•Mq. �
= 2 � 5ubsoil Cap
� � '� P°^•• � �� ASTM C 33 sand (F)
�$ � -� � ASTM C 33 5and (D)
1•Mln � � mmlL[
„��,o � �'� ` i Mm S � Tiiled Layer
��__ _ .�� _.-, G � Geo Mat
�k'AEdQ(66lOJI.U£.� � 2 t✓� F;3.,
_p.resrt�n�mxc�i, , I_
3ee tle�Hs on page�for�umber.srze antl spxlrg ot yteraiq
ProJect: Stangl-quail Ln Page 5 of 10
Mound System Maintenance and Operatlon Specifications
Service Providers Name ftay Visoc� _� -�
-._
. POWTS RegulatoYs Name Sawyer County SPIA-Zonmq Adminisiration - -��- - �hone p15)63a-16�9
- - . . ---.-__-. . . Phane (,15)634-82F8
Svstem Flow and Load Parameters �
Design Flow-Peak 450 gpd Maximum Influent Partide Size 1/8 in
Estimatetl Flow-Average 300 Maximum 80D5 30 mg/L
Septic Tank Capacity 1000 9a�1
9 Maximum 7SS 30 mg/L
Soil Absorption Component Size 282.5 fl� Maximum FOG 10 mg/L
Type of Wastewater pomestic Ma�nmum Fecal Colikrm t0E4 cfW100 mL
Service Freauencv
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Effluent Fifter Inspect and clean as necessa at least once eve 3 ears
Pump anE Controls Test once eve 3 ears
Alarm Should test eriodicall
Pressure Syslem Laterals should be flushed and ressure tested eve 3 ears �
Mountl Inspect for ponding antl seepa once eve 3 ears
o.; e�.-- — �_ —Y�_�— — _ __
Miscetlaneous Construction and Materials tandarda �
1. Observation pipes are sloked and meterials conform to Table SPS 364.30-1, have a watertght cap and are secured in as
Shown In the Synergy Systems GeoMat Mound Componenl Manual Version i,2017.
2. Dispersal cell media conforms to GeoMaf producis approved for use wfth the Synergy Systems GeoMat Mound Component
Manuel Version 1,2077. Media is covered wRh an approved geotextile tabnc.
3. All gravity and pressure pipinq matenais conform to the requirements in SPS 384,Wis.Adm.Code.
4. Tillage of the basal area ts accomplfshed wRh a mold board or chisel plow.
5. The mound strudure and other disturbed arees will be seetled and mulched to preveM soil erosion and help reduce frost
penetration.
Laterel Tum-up Detafl
'� FS"Diameter � _ Finished � Threaded Ueanout
� Wwn Sprinkler Grade \ � Plug or Ball Valve
Box �
�
- �lateralE�MsallastOrifKeWhere �
� � - Long Sweep 90 or Two
. , . �45 Degree Bends Same
� � - � � DiameterasLateral
„^�ri'�. � . . ,
Distribution Lateral Lateral Cleanout
1.4 Feet
f'rojed: Stangl-Quail Ln Page s of 10
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
This system shall be opersted in accortlance wiM SPS 382-84 Wis�Atlm.Code,antl shall maintainetl In acco�tlance wilh its'component
manuals[Synergy Systems LLQ,Goomat Mpund Gompo�nt Manual vxrsion 7,2017,Pressure DisVibution Component Manual Ver.2A
SBD-107W-P(N.07/01)arid SSWMP Publ�cation 9.6(01f81)j erM Ioca1 or state rules pertaining to system maintenance and maintenance
reporting
Septic and pump tank abandonment shall be in accortlance wfth SPS 383.33,Wis.Adm.Code wtxn the hanks are no longer
used as POWTS componeMs.
Septic or pump fenk manhole risars,access risers antl covers should be inspacteC for water tigntness and soundness. Access openings
usetl for service antl assessment shali be sealed watertight upon the completion of service. Any opening tleemetl unsouM,defective,or
subject to failure must be replacad. 6rpoy�y access openings greafir then&inches in diameter shall be xcured by an effective locking
device to prevent accidenhl or unauMor¢ed enhy into a tank or component.
Seotic iank
The septic tank sFall be mafnteined by an irMivitlual certifietl to servica septic tanks uMer s.287.48,Stats. The wntmts ot the septic
tank shau be aisposed of in accortfance with NR 713,Wis.Atlm.Cotle. The operating cpndrtion ofthe sepoc tank and outlet(ilter sAall be
assessetl at least once every 3 years by inspectlon.
The oulfet filter shall b¢cleened as�cessary to ensure prpper pperation. The Rlter Cattntlge snould not bC 10rtqved unle65 provislons
are mada to mtein soliCs in the tank ihat may sbugh oB the fiMer when removed from its enclosura- tt t�e filter is equipped with an ala�m,the
filte�ahell be xrviced'rfthe alarcn is activatetl wntlnuously. Intertnittent fi[er alarms may intlicate surge 8ows or an imperWing con6nuaus
atartn
The septic tank shall have tts contenfs removed when the volume of slutlge and scum in the tank exceeds 1/3 the IquM volume of tha
�ank. If the contynts of the hank are not removed at the fxne of a tnennial assessment,maintenance peisonnel shall ativise N¢owner as to
when Ihe next service needs to be performeC to main�ain less than maximum scum and sludge accumulafion in Ihe Iank.
The adtlition o/biologipl or chemical edditives to anhance septictank per(ortnarice is generelly not required. However,rf such piotlucts
are useA thay shall be approvetl for septic tank use by the Wisconsin Departrnent of Commerce.
The dosin rPumo Tank
g(pump)tank shall be inspeCed at least once eve 3 ears. All switches,alarms.and pumps shall be(ested to verdy proper
oparation. If an effluent fifter is installed wdhin the tenk it shaG be inspectetl antl serviced es necessary. ItMe force main has a weep hole.it
s�ould be noted if it is funCfional tluring pump operation,and if not,it shouid be cleaned
No one shou/d ever anter o�pry�o�doya ti�k since dengorous gases may be pfesent that could eause Oeath.""
Mpund and Preesure DieVibuUon$vstem
No tre0s or ghrubs shouM be planled on the mound Planhngs may be made around the moun8s pe�fineter,antl the mountl shall be
seetletl anA mulched as necessary to prevent erosion end to pro�ide some pmledion fmm frost peneV3[ion. Tra/flc(aNer than for
vegeteNve malntenance)on tAe mourW is not racommended since soil compaction may hinder ae2tlon o/the Infiitratire eurtace within[he
mound and snow compaction in the w�nter will promote fiost penetratbn. COW weather installafions(Oclober-FeGruary)d�ctate that the
mound be heavily mulched as protection(rom heezing.
Influen[quality into the mound system may not exceetl 220 rrg/L BODS, 150 mg/L TSS,antl 30 mg/L FOG for sep[ic tank effluent or 30
mp/L BO�z,30 mg/L TSS, 10 mg/L FOG,and 10'du71 DO mL for higNy trpatetl eMuent Influent flow may not exceetl maximum de5ign flOw
specified in the pertni[for t�i5 insWllation.
7he pressure distnbution system is provitled wtth a flushing point at the end of each lateral,antl R is recommended that each Iaterai be
flushed of accumulated sdids at�as�once every 3 years When a pressure test is performetl R shoultl be wmpared to the indial test when
the system was instalied to determine if orifice Gogginq has occurtetl an0 if onfice deaning is raquireE to maintain equal distribution wdhin
the tlispersaiceif.
Observation pipes vdlhin the Oispersal cell shall be Uecked tor elfluent ponding. Ponding Ievels shall be ieported to the owrter,and any
levels above 4 incnes consltlefed as an impending hydraulic failure requiring additional,more frequent mon8odng.
If the se 6c tank or an of Rs w CO����P�a�
P y mponentr become deiedive the Gnk or component shalf 6e repaired or mplacetl b keep the system in
propar operating conddioa.
If the dosing tank,pump,pump mntrols,alarm or related vriring becomes defective the defedive component(s)shell be immediately
repaired o�roplaced with a component of the same or equal perfortnance.
If the mound wmponent fails to acrept wastewater or begins to discharge wastewater m tha ground surtace,@ will be repaired or
rcpkced in As'present locatlon by increasing hasal area if tce kakage occurs or by removing biologirally clogged absorptron antl Oispersal
media.and related prying,and replacing said components as deemed necessary to brirg tbe system into proper opereting conditlon.
See Page 6 of this plan kr the name arM telephone number of your bcal POWTS regulator and xnice pmvider.
Project; Stangl-puafl Ln Page 7 of�0
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GAILONS �u <o a4 K+ � 60 >0 80 40 IUO tt0 Single Seal . � - •_ �: , �
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00$920 FlOW PER OdIqUTE SK974l3K7413
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Model Number Seal Mode � Volts Phase Amps HP F{z Lbs I
_ __
M 161 Kg
Single Auto t�5 1 '• 75 5 ll2 80 8D gg
N167 /N�F 161 Single 1 Double Non �115 1 15 A 9/2 BO 8n t S7 36 t 39
� 161_ Single Auto A 175 1 75.� 1/2 6G gp �-1 —
1 i 38
Sing4e I Auto 230 1 7 5 i/2 6�" 8C 3g
E1s7 !E4164 Single I ppuble Non 230 ^ 7 5 7/2 80 $0 187 36 ! 39
H181 Single Auta 200 1 8 8 t12 60 80 � 36
i161 114181 Singls 1 Doubla Non 2D0 1 &.8 u2 aC ac t Ai � as r 39
J�t69 1 J4761 Single/DouWe j Non 200 - 3 8.4 t/2 60 � —
BO!87 36/38
F181 1 F4 a a� Single!Doubie Non 23� 3 5 2 t 12 60 80!$7 36139 _
G1B1 I G470�� Single! Double � Non 460 3 2 9 ii2 BO gp ,"87 - -- R-
36!39
QA16'{7BA4tfi1 Single i Roubte Non j 575 3 2.4 9i2 60 80 t 87 3s;39
BEt61 Smg�e `�_ Auto 230 1 75.0 1r2 8C gq � - gg ..
M163 S9ngle i Auto i t5 1 ?5 0 5/2 60 80 ��-r- 36
N1o31N41o3 Single/ Double i Non �15 1 15A 1/2 80 8D/87
36J39
__BNt63 Single Auto 1tS 1 75.0 N2 60 84 --
38
Diti3 Single Auto 230 1 7.6 1/2 60 SO � 36
E1o3!E4183 Sing:e/Double NOn 230 1 7 5 i/2 ED 1 �SO /87 ` 36 /39 +
P1631 F4163 ' Single/ Deuble Non 234 3 � 4.8 1J2 60 gp�g7 � zg� g.g. �
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H163 Single � Auto 200 1 8 5 tl? 60 �; gs -�
n63/t4td3 Single/ Double Non 200 9 8,5 1/2 60 80 /$7 36 r 39 �
J163/,l41B3 Single f Double NOn 200 3 6 0 f!2 HO 80187 36 1 39
G783/G4163 Single f Double Non .s6o 3 2 9 1I2 60 80 !s� as i 3s�
j BAi331$A4563 SingfB/Double Non a 575 3 2A� 1!2 60 80/87 3E3!39
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BEtF� � Sl.�gl� Auto �230 � t ?.5 V2 BC
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D165 Single � Auto 230 - � — � -- -
1 9G 2 1 60 80 � 3E
E?85/Edi65 Singie I Dooble } Non 230 ` 7 102 � BJ 80�s7 a6�39
Hi65 I 5ingie Auto 200 � 9z g i �— - ----
— ;----___ 60 80 36
I�o5114i86 ' Single!Dou6le ` Non ?00 f ��26 , " — --
- 60 80187 36 !39
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i J185 !J4165 Sing�e l Double Non 200 --- -
3 7.5 1 BO 80/87 36!39
F1~ 95/F4165 Single/Double Non 230 3 7 4 1 � sp 8018; i 38139
G185/C,4165 Singie/Double Uon 460 3 3] 1 60 80/8� 36/39
BA765/BA4795 Si�91C f DOUbIB N0� 575 3 3 Q ^ � ��--�
— � _—� 60 AO /87 { 36/39
You� Peac� c�t it�ind is Uur Top P�iorityo
3649 Cane Run Rd J Louisviile, KY 40211 USA
�1 502-778-2731 � 1-3Q0-928-;867 � �ax: +i 502-77�5-362�? }7�G g o F f d
�,.�+�or.zo��f�r,���a �..,. _.___
PraUa�t in/omeaapn prcseNed f�ere�e�Pects o�Cifiorts at Ume o/p;,rbry�8tlon CalSult factorJ regBNrng d:saepartaes a irtconsistencras. CoPY�D�'t ZoeGer Com,cany A;!ngr.�rs,escrvea
WLP750—MR
TANK SPECIFICATIONS
DIMENSIONS: � � � (
WALL' 2 1I2" i ^ 4
BOTTOM: 3" � a •
COVER: 4" Q.. +
MANHOLE: 24" I.D. PRECAST CONCRETE RISER
NEICH7: DOME COVER 61" O.D. ,�
� — � FLAT CO�ER 53 7/4'O.D.
OUTSIDE DIAMETER: 84"O.D. �' t�..
/ 4" CA57-A-SEAL\ q' BELOW INLET: 42" O.D. "� �
' CAST-A-SEAL LIWID LEVEL 37' d>�
024„
WEIGHT: 6,i5D LBS. N`�
� MIET AND OUTLET:
T� 4' CAST-A-SEAL BOOT OR EWAI �
I \ GASKET, CAST-A-SEAL B00T OR EOUAL N �
FlLTER OR INLET AND OUTLET BAFFLE AND FILTER: � �
\ �AFFLE / WISCONSIN, SEE DETAIL�ip m
�_ i (OTHER STATES SEE CHART) �
LIQUID CAPACITY: 20.28 GAL/IN o -
HOLDING TANK: W� LL
ACNAL CAPACITY: 790 CALLONS F'��
�P WiLET HOLE PLUGGED W
LOADING DESIGN: B' 0" UNSATURATED SOIL ��
MN TANKS: Q."�`n
WILL HAVE ONE VENT OVER OUTLET � �
AND 'MLL HAVE TyyO VENTS IN COVER OVER INLET ���
�� �
TANK CAN BE USE� AS: N
OPTIONAL FLAT COVER "7
`� IS AVAilABLE FOR EXCHANGE $EP11C/HOLDING/ PUMP OR SIPHON ��o
FOR DOME COVER.
COVER: IAIX DESICN /8(NO FIBER) `V�.,�
ML-7
TANK: MIX DESIGN p70 (STRUC7URqL FlBER) ��=
- - - OUT�E 1 �3
' CUSTOMiZED TANKS:
1O � � n Q FOR CUSTOM TANKS CONTACT WIESER CONCRETE
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cusranea: � a v`''i
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�ID� JOB NAME: N �
DATE NEEDEO:
APPRINED BY; - SHEET N0.
TANKS ARE MANUFACiURED TO MEET OR EXCEED ASTM C-12D REQUIREMENiS APPROVAL DATE:___ �pF1
E,:er"S
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4J- 9y. 75 f{
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�`""`� PRIVATE ONSITE WASTE TREATMENT county
��,'� o$� �,', SYSTEMS
S awyer
�-.�,���s � ( POWTS)
, k �_��„���
°'�'"` INSPECTION REPORT Sanitary Permit No:
Safety and Buildings Division (ATTACH TO PERMIT)
GENERAL INFORMATION � 3�. �s�
Personal infonnation you provide may ba used for secondary purposes[Privacy Law,s. 15.04(1)(m)]
Permit Holder's Name: ❑City ❑ Village �Town of: State Plan Transaction ID#:
���U SS�a� � �L�, `�,,5 I�� �� ��23o�yt�-- L
Insp BM Elev: B Descriptio : Parcel Tax No:
�vo .D ' ll(�t�1 l r. `'� `' Oa I� � ��-�-�`��-3,3 'S36g
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic Q�� (p�p Benchmark loo,o �
Dosing e�,, �,, ie�,� 7�
Aeration Bldg. Sewer
Holding St I Ht Inlet
TANK SETBACK INFORMATION St I Ht Outlet
TANK TO P/L WELL BLDG vE"T To ROAD Dt Inlet
AIR INTAKE 7����
Septic NA Dt Bottom ,32 t
Dosing f-(o` �--� .�p` .{�p � NA Installation
Contour
Aeration NA Header/Man.
Hoiding Dist. Pipe `�'7•�„2'
PUMP 1 SIPHON INFORMATION Infiltrative q6 0 ,
Surface
Manufacturer �f'` Demand Final Grade
Model Number �$,� GPM �33 ��•� �
TDH Lift Friction Loss Sys Head TDH Ft
Forcemain � �l?$' Dia ,2`� Dist. To Well
DISPERSAL CELL INFORMATION
DIMENSIONS �N (p,s' L �o #of Cells Type of System Distribution Media ManufaCturer:
SETBACK OHWM of Nav ° COnv ❑ Aggregate ���.�
INFORMATION P/L Bidg Well Waters � IGP ❑ Chamber
❑ AG ❑ EZFIow Model Number:
CELL TO 1- �p -{- �f-(�` .t-« kl� Mound �C Other
__ _ _ _ _ __ -------- ----
------ _--—
DISTRIBUTION SYSTEM X Pressure Systems Only
Header/Manifo�J ' S.. � Distribution Pipe(s) --- �� _ �—� ', X�I�S�ize��- Xp oleg�t ' O�bservation Pipes�
Length�S Dia Length `'�`�Sj' Dia ��s Spac aS ! � S acin Yes ❑ No
SOIL COVER
- -----— --- -
Depth Over �, Depth Over y ; Depth of ! ti Seeded I Sodded Mulched
Cell Center �� Cell Etlges �� i Topsoil b � �j Yes ❑ No �Yes ❑ N�
COMMENTS: (Include code discrepancies, persons present, etc.)
��s�f Cw( 8��� -.�� ( �3
� �o�nv� --�vno•,K�
� - - --- - —� -
Plan revision required?0 Yes ❑ No � 3 I I
, o �� ��{ ��.� ���z.. � 6� S� ( �
Use other side for additional information Date POWTS Inspector's Signature Certification Number
SBD-6710(R.3/01)
A��ITIONAL COMMENTS ANO SKETCH
SANITAAY PERMIT NUMBER'.___�3^� �
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