HomeMy WebLinkAbout002-133-01-0300-SAN-2022-114 ;;��.`�'"��: Industry Services Division CountySAWYER �rr�
- � 4822 Madison Yards Way �
.^ ,�_' = Madison,WI 53705 Sanitary Permit Number(to be filled in by Co.) �
= P.O.Box 7162 Z, � I ��
�-_ Madison,WI 53707-7162 �s7 �
Sanita Perm16 A 11CaL1OT1 State I�ransaction Number �
In accordance wiffi SPS 383.21(2),Wis.Adm.Code,submissionppis form to the appropriate governmental unit �_ 0���O• �'� � � ,�
is required prior to obtaining a sanitary permit.Note:Application forms for stafe-0wned POWTS aze submitted to Project Address(if different than mailing address,
the Department of Safety and Professional Services.Personal information you provide may be used for secondary 15281 W Circle Rd �
pucposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats.
l.Application Information-Please Print All Information
Property Owner's Name Parcel# 002133010300
OLUMPUS Trust of 2018
Property Owner's Mailing Address Property Location
2828 Prairie Clover PL
City,State Zip Code Phone Number
ONALASKA,WI 54650 � �(=�Section 2
IL Type of Building(check all that apply) Lot# ^ T 39 N R 9 E o
�i or 2 Family I?welling-Number ofBedrooms 5 39c y �P�� Subdivision Name
E31ock# �eo,`1�.5 aC� ��"YJ�II�
❑Public/Commercial-Describe Use �
❑City of
❑State Owned-Describe Use CSM N lm�er� ❑�Village of
�'`k b Town of BASS LAKE
�...,3 33� �331�
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 i
a licable.)
`�� ❑New System �Replacement System g y ( p ) � l P )
❑ Other Modification to Existin S stem ex lain Additional Pretreatment Unit ex lain
O �4�
B' ❑ Holding Tank ❑ In-Ground ❑ At-Grade �Mound ❑ Individual Site Design ❑O[her Type(explain)
(comentional)
��• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner 'st Previous Permit Number and Date Issued
Expiration �, q� ' p2�7 (O I�7 O
IV.Dispersal/'Treatment Area and Tank Information: r. ��(Q a.
Desi�n Flow(gpd) Design Soil Application Rate(gpd/s� Dispersa)Area Required(s� Dispersal Area Proposed(s� System Elevation
750 1.6 37538 37538 100.55
Capacity in Total #of Manufacturer
Gallons Gallons Units ` o 'b �
Tank Information D �
New Tanks E�sting Tanks v o � � y � � �
a U cn h v� iz. C7 a.
Septic or Holding Tank 1585 1585 1 ieser V
/�
Dosing Chamber 50 50 1 ieser
V.Responsibility Statement- I,the andersigned,assume responsibility[or instattation of the POWTS shown on the attac6ed ptsns.
Plumbers Name(Print) Plumbers Si t MP/MPRS Number Business Phone Number
GERALD O.FROEMEL � 9501]I 715-558-ll38
Plumber's Address(Street,City,State,Zip Code)
13502W FROEMEL RD Hayward,Wl 54843
VI.C unty/Department Use Only
�Ap ❑Disapproved Pecmit Fee Date Issued Issuing�lgent Signature
❑Owner Given Reason for Denial $ `�'�� �' I �� I�' � `�_"""''�"� '-
Conditions of ApprovaUReasons for Disapproval � � ,_, �,�^�
�^ �� ,��
G.s ) � � r��-� �
O� ,1UN 16 2022
� '
�
A
SAWYER COUNTY
ZONING A9MI��ISTRA7i0Ai
.4ttach to complete plans for the system sud submit to the County only on paper not less than&I/2 a 11 inches io size
SBD-6398(R.03/21) NO REFUNDS AFTER
ISSUE OF PEAMIT
DIVISION Of INDUSTHV SERVICES
70547 N RANCH RD
� , MAVWARDWi 5dBt9bIB?
Conted T�rough Relay
$P s nnv�msos�gwr�y,om���d�.ay.e�v�ces
wi�conun pbv
���� Tony Ewn�Oowmor
_ O�wnCNm-BwrN�
June 13,2022 co�d��;o„any
APPROVED
CONDITIONAL APPROVAL :'-1-�'i�.OF SAFE7V AND PROFESSIONAL
SERVICES
..,.'ISIi,...,.�1N�;J-.' __...'�t'i:,.
PLAN APPROVAL EXPIRES:2024-6-13 p_�__ p_�
Plan Review:PWTS-062201211-C A���� �� ��
Gereld Froemel =����kt����,��,��,�.r
13502W Froemel Rd
Hayward,WI
SITE:
Olympus
15281 W Circle Rd
Sawyer County
Bass Lake Township
S2 T39 R9W
FOR:
Description: GeoMat Mound Component Manual—Edition
5 Bedroom GeoMat Mound—750 GPD— (May 2022�
Replacement-18"to limiting factor— Pressure Distribution Component Manual—Ver.
Effluent Filter-Maintenance required 2.1(May 2022-2027)
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 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 existi�g 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 compadion.
• 12"of sand shall be installed between the contour and the bottom of the GeoMat produd.
• Oriflce 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.
ias.io(x)�a),w�s.scan.
• 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 approved plans. specifications and this letter shall be on-site durina construction and
open to inspection bv authorized reoresentatives of the Department. which mav include local
inspectors.
Owner Responsibilities
• The 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 in accordance with this chapter and the approved
management plan under s.SP5383.54�1).
• In the event this soil absorption system or any of its component parts malfunMions so as to create a
health hazard,the property owner must follow the contingency plan as described in the approved
plans.
• 7he ow�er is responsible for submitting a maintenance verification report accepta6le 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.
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,
,joa��'o�.vlP,y
Joshua Rowley
POWTS Plan Reviewer, Division of Industry Services
(715�813-9111
joshua.rowlevC�wisconsin.aov
GeoMat MOUND AND PRESSURE DISTRIBUTiON COMPONENT DESIGIY
INDEX AND TITLE PAGE
�wner Info � � � ` � � �
Project Name: Olympus One Trust of 2018- Circle Rd
Owner's Name Olympus One Trust of 2018
Owner's Address� 2826 Praine Clover PI
Onalaska, WI 54650
Property Irfo
Property Address 15281 W Circle Rd
Legal Descriptlon: S 2 T 39 N R 9 W
Township Bass Lake County: Sawyer
Subdivision Name Court Oreilles Park 2nd Addn
Lot Number: 3,4, plo 5 Block Number: 1 CSM#:
Parcel I.D. Number• 002-133-01 0300
Plan Transaction No
fnaex Rages . _ _ _ _
Page 1 Index and titie Page 9 Tank cross sections
Page 2 Data entry Page 10 Site Diagram+
Page 3 GeoMat mound drawings
Page 4 Lateral and dose tank
Page 5 Distribu�on media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Gerald Frcemei License Number: 950111
Date: 01/04/22 Phone Number 715-558-1138
Signature. ���.�.�t�
Designer Stamp: State of Wisconsin Approval Stamp
ConCitionally
APPRO�'En
DEPT.OF SAPETY AND PROFESSIONAL
SERVICES
ONISION O�F INOUSTRV SERVICES
Desipned Puravent to the v �
Synergy Systams L.L.C., GeoMat Mound Component Manual(Edilion 1.,2A17)..(N.b112�._ _.
SSWMP Publication 9.6 Design of Pressure Distributlon Networks fo��BPl��Bml8�l4d
Prassure Dietribution Componanf Manuel Ver. 2.p S6D-10708-P(N. Ot/0�, R. 10/12)
GeoMat Mound Edition 1, 2017 Pege 1 of 10
------ -------_.�,____ ---__..
Mound and Pressure DistribufiorrComponenf Desiyn
. - JfK5i7nf4
.41{B711fORT18�0�1 -_.,... �. � . .
� R ResidenUal or Commercial Design � � N ISD Required9
��600.00� Estimated Wastewater Flow(gpd)
1.60 Peakmg Factor(e g 1.5= 150%)
750 00 Design Flow(ppd)
0.00 Sde Slope(°k)
�� 100.06 Installation Contour line Elevation(tl)
18.00 Depth to Limiting Factor(in)
� 1.60 In-situ Sail Application Rete(gpd/ftZ)
� 740.00 Contour Length Available(ft)
Distribution Cell informaUon
3.28 Cell Width(fl),"„tb.__'.. a:5-i ri GnP� � 116.60 Desipner InPut Ceil Length(ft)
2.00 Dispersal Cell Desiyn Loadinp�Rate(OPd�fl 1 115.38 Disperoal Ceil Length Requirod(R)
�� 2 Influent Wastewater Qua6ty I1 or 2)
preaaure piatributio� fnfortnation " '
___ _ _
E Center or End Manifold Are the laterals the higt�est point
1 Number of Latenls In the dietnbution - � Y
0.00 Lateral Spacing(R) netwark9
12 07 Forcemain Drainback(gal) If N above, enter Me elevation(ft)
0.60 Forcemain Filter Loss(ft� of the highest point.
: _ 2.00 Forcemain Diameter(in) - � � - - �
�� � 74.00 Forcemaln Length(ft) Does the forcemain drain back7� � f � � � ��
� . 90.25 Inside Pump Tenk Elevation(ftj � �
0.125 Orifice Diameter(in)(e g 0.25)
�' 2.W >� �,d Orifice Spacinp(k)= 6 47 tl�/orifice
6 50 Syslem Head(fl)x 1 3
10.63 Vertical Lift(R)
0 94 Friction Loss(ft)
18.57 Total Dynamic Head(R)
92.98 5x Void Volume(gal)
105 OS Minimum Dose Volume(gal)
23 89 System Demand(gpm)
umeter Selection
Latarol Dlameter SelecUon Manifold Dlameter SelecUon
in dia o tions choice in.dia options choice
0 75 1 25 - —_
1.00 1 50
1.25 . .. 2.00
1.50 3.00
_ _._ _.
2.00 x x
3 00 x �� � � � -��
Manufacturer lnforma on
Trea6nent Tank Ittfo�maHon Effluent Filter Inform�tlon
7583.46 Septic Tank Cepacity(gap Polylok inc.2ebei �Filter Manutacturer
Wieser Cancrete Protlucts, Inc. Manufacturer 3014-52S1/16-10,000 GPD !FiRer Model Number
Dose Tank Infortnatlon Qalions/Inch Calculator .: . .
; 950 00� Dose Tank Capacity(gal) � � -950 00 Total Tank Capacity(gaq
� 25.00 Dose Tank Volume(gaUn) 38 00 Total Workin9 Liquid Depth(in)
�Wieser Concrete Pinducts Inc. __,__Manufacturer � ��-� 25 00 gaUin(anter reault in cell DoseTankVolume)
Project: Olympus One Truat of 2018-Circle Rd Page 2 of 10
Mound Pian View
-- �?
I �
1l� �� Observation Pipe - � _ 1
K � ' T
A
I s ~ i �
W � � (
B -
�
� I I
�
�
� �
L
Mountl Corr�ponenk Dimensions
A 3.25 ft E 6 OQ in H 1 00 ft K 8.25 ft
B 115.50 ft F 15.00 in I 6.75 ft L 132.00 ft
0 6 00 in G 0.50 tt J 8.75 ft W 16.75 ft
375 38 (it�) Dispersal C�II Area 1934.63 (ft�) Basal Area Available
6.49 (gpd/ft) Linear Loading Rate 11.55 (ft) 1/10 B Obs. Pipe Placement
Mouifid Cio'ss Section View
GeoMat Disperoal Area •
Observatfon Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distributlon Cell
component GeoMat+12"ASTM C-33 sand
`- H-.,
�. ,
102.80 Finish Grade � Cover Material
101.63 LaterallnvertElevation ':'�":I . f.�.•. .�
100.55 Dispersal Cell ; . Slope 0 0
Elevation ' '� ' '
Contour Elevation 100 05
% 7ilied Area
]\� Forc2main
` In situ soil -�'"�
I�SIiU 501�
Shading Kay
I 0 Topsoil Cap
Z 0 Subsoil Cap
S � ASTM C 33 sa�d (F)
�t � ASTM C 33 sand (D)
5 0 Tilled Layer
6 0 Geo Mat
See details on page 4 for number,size,and spacing of laterals
Project: Olympus One Trust of 2018 -Circle Rd Page 3 of 10
End ConnecUon Lateral iayout Diagram
•=7urmup w/ball whre a Geanout
PJI ONflces pofnt down
I x I iu wiflce lowted at Z
..��__
P
Laterals&force maln of PVC Sch 40 oer SP T i
Numbar of Laterals 1 Orifice Diemeter 0125 in
Leteral Diemeter 2 00 in Orlfice Spacing(X) 2 00 ft
Laterai Length(P) 114 75 ft Orificac par Lalerai 58
Laterei Entl(Z) 0 75 ft Orifice Denaity 8 47 ft'lorifice
Lateral Spacing(S) 0.00 ft Manifokl Length 0 00 N
Lateral Flow Rate 23.89 gpm Manifold DiameOer 2.00 in
System Flow Rate 23 89 gpm Forcemain Vebdty 2.44 Wsec
Doae Tank InformaHon
L�kking c����n ilh wannny lalml. �
6wAiny.k�ma nnJ..auv�lElu seal
�1^VavcJ('�.�.v '�
f:le.vw�l Ma '
m rcr NGC iUll .
aiW 31'!i IIO,?II U'.J<.:
il.; .��.,. PmiJnW6rmk .-1 . . !i.:, i
u.. i1 _ _ �!d
— —u�.���,.•,�� .
�'c4ao oia ry*- �
«v6mnllmll.ti..•
WirtvPrmnCl.tlricxunc �'i �^.�*^n.InpeN�!
c0lamn Iwm�Aroni
L ��um��o„ai��{iki FacemaindwneMr
J"Inlel I'tlll'Ilm � I
wm.� � - '_' _1_. -_Fi 21(I
I Ilrtrss�op il � I +•nx�auuqrN+'id�
.lMl w:tler - na.c!•v..mlin�wur 1
A,� uumw�:k.�� �... �� . .�en�c.�,�„n '
�.iuw�vi.a��..�� . r���.�.�
Sim/Tech Filter �i �ra�.� ,
S�F100 1/16 Ihgl��niler:d:u'ny�i `",
� r������o�rl�.,����I � `�
�-'� �---PumP dl ebvalion(II)
� YumpUll'Ihml�.l • Pnin F�� 9� �
� I �
p � : C
� iii..i �' � �_Dne Ienk aMv�tlon(II)
�Iifi��li .: ��,.i_. ..".I3cJdine un�lcr i�nt;.:.,I� !t i4;t : ?;y:A;,:lG17;is;i`i���'� . 9025
Dirrrension Inches Gallons Wieser o��.�.� �.���;Products, inc.
A 22 80 589 95 Ca aci 950 00
B 2.00 50.00 Volum��. 25 DO geVinch
C 4.20 105 05
� �� ��9.00 22500
Totel 38.00 950.00
FiRer Manufacturer Sim/Tech filter � ��
Filter Model Number STF 100 1/18 -
..._..._._.__..
Aiartn Manufacturer SJE RFwmbus �
Alarm Model Number Tank Alert EZ � - �� �
Pump Menuteeturer Llberty pumps � � �- � ��- �� �
Pump Model NumbBr � �283' - � � � ��
Pump Must Deliver 23 89 ppm al 18.57 ft TDH
Idc �� �tcncs n . .:n;i r,i .r .�v mr,v ci 1 . . �..�u ��s ��s;•�n�
Projad� Olympu�On�Trust o/2018-Clrcle Rd Pa80�of 10
GeoMat Distribution Call Media l.ayout
325 Cell Wldth(R) 1 63 Sidewsll to Latenl(R)
Distributlon Cell Croas-secUon Arranpements
_�
ompoh eyend _ .. .. .
� Distrfbutlon Pipe WNh Proesuro lalerol L._I Orifice Shield
� Tumup Encbsure - - -- - Preaaure Leterel
GeoMat is covered wkh approvad qeoteMik fabAc as per the their protluC approval
Distrlbutlon Cell Plan View Layout-Typlcal
325 Call YVWth-A(ft) t 15.50 Cell Lenpth-8(R)
_ , . :. „�..._
cr...t..,nr„_:L::: l:::r., ...::�.�o✓(.,,�y��;;��
_ . . .__ . _ . . . . . . ._ -.� �� �� �. .� . . . . . . . . . �
�.� �� �� � � ` � �.. � .� .�
TYPicdl DtsPsi'sa1 Ciflf.� _ ,
SaM FIII Recammentled �Istrlbutbn Lateral
� OrlflceShiNd
pjce pja, � ^ � ADW�d��rylVative FabrlC
'i, r• �
. ..'r'I7f1.:33.'c,i GeOMat
� '. '— ' - ; . . . COmponent
o . - . �-'�io;;L.-.i
infiltrative Surface/vlow layer
a:W> tt:u
Obse . . o� � . S a Mg Key
�waTYM
• � I 0 Topsoil Cap
rdk�� ,/I. �•M�n � �
Z 0 Subsoil Cap
n.w, 3 � ASTM C 33 sand (F)
1 � ASTM C 33 sand (D)
i^Mh � '""'n" �, M„, 5 � Tilled Layer
'�• al
.._ . i . ' G � Geo Mat
. . . . ':n:�-i�:�,�-. - ..,.I
'��didr.?10,".FI�;�iUp�� .
C%fll�t"Ca�%rcMP'�r,'�+.. . -
S�e Aswp on pepe�br number.4a.entl�p�anp W I�lerels
Projed: Olympus One Trus1 of 2018 -Circle Rd Page 5 of 10
Mound System Maintenance and Operation Specffications
Service Provider's Name'Gerald Froemel� � - � � � � � - - � ��� ��-. Phone�715-558-1138 � !
POWTS Regulators Name Sawyer County SPIA-ZONng Administration Phone (715)634-8288 ,
__ . . __ _
SvsUm Flow and Load Paramaters
Design Flow-Peak 750 gpd Mauimum Influent Particle Size 1/8 m
EsUmated Fbw-Average 500 gpd Ma�dmum BOD5 30 mglL
Septic Tank Capacity 1583.46 gai Maximum TSS 30 mg/L
Soil Absorption Component Size 375.375 fl� INeximum FOG 10 mg/l
Type of Wastewater pomestic Maximum Fecel ColHorm 10E4 cfu1100 mL
Servlce Freousncv
Septic and Pump Tank Ins ed andlor senrice once eve 3 ars
Effluent Fiker Ins ed and clean ea necesae at laeat once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Shoultl test eriodical
Pressure System Laterals should be flushed and reasure tested eve 3 ears
Mound Inapect for ponding and seepaga once every 3 years
�_ . _ __. _ _ _
Ml�eallaeeous Constructlon and Matadab Standards
1. Observation pipes are slotted and materials conTorm to Table SPS 384.30-1,have a watertigM cap and are secured in as
sbovm in ihe Synergy Systems GeoMet Mound Componant Manuai Verelon 1,2017.
2. Dispersal cell medla conforms to GeoMat products approvetl for use with the Synergy Systems GeoMat Mountl Component
Manual Version 1. 2017. Media is covered wtth an approved geotextlle fabric.
3 Alf gravity and pressure pipfng materials conform to the requirements in SPS 384,Wis.Adm. Code
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound sVucture and other disturbed areas will be seeded and mulched to prevent eoll eros�on and help reduce frost
penehation.
labnl Tum-up Detell
6-s"oiameter Threaded Cleanout
Finished
lawn Sprinkler Grade \ � Plug or Ball Valve
eox \
L
latenl Ends at Uzt Orifice Where
Long Sweep 40 or Two
���45 Degree Bends Same
f �. Dlameter as Laterai
� '
.-:� � .. . . V
_ _-___._ .. _ . . -�
Distribution Lateral Lateral Cleanout
2 Feel
Project: Olympus One Trust of 2018-Circle Rd Paga 8 ot 10
Mound Sysbem Management Plan
Pursuant to SP3 383.54,Wia.Adm.Code
6ensnl
This system shall ba opareted in accordance with SPS 382-84 Wis.Adm.Code,and shall maintelnad in accorclance wit�ks'component
manuals(Syrrergy Systems L.L.0,Geomat Mound Component Menual version 1,2017,Prcsaure OisttibuWn Componant Manual Ver.2.0
SBD-10706-P(N.01/01)and SSWMP Publicatlon 9.6(01l81)]end local or atete rules perteining to system maintenance and maintenence
reporting.
Septic erM pump tenk ebendonment shall be in accorda�ce with SPS 383 33,Wis Adm.Code when the tanks areyp bnger
uaeE as POWTS components.
Septic or pump tenk manhola rlsers,accesa risere and tAvefB shoultl be InepeCted for wpter Nghtness end sourMness. AGCess opini�ps
used for service and assessmant shall De sealed wetBRlght upOn[he completion of service Any openi�g deemed unsound,dateGive,or
eubject to failure mu�t be replaCad Exposed acxess openinqs groeter than 8-inches in diameter shall be secured by an eHective bckinp
device to provent acddantal or uneuthoiizad ontry into a tank ot component.
9anttc Tank
The septic tank shall be maiMained by en indivldual eertifled to service wplic Gnk�unEer s 281 a8,StaK The contents of ths aeptic
tank shall be disposed ot in accor0ance with NR 113,Wis.Adm.CoOe The opereting condition of the septic tank and outbt fitler shall be
acsessad at least onee every 3 yea�s by Inspection
The ouHet filter shall be cleened aa neceaeary to ensuro proper operetion. The llker cartridga ahoultl not be removetl unless prwisions
are made to reain solids in the tank that may slough off the fllter when removetl from ib enGosure. If the filter is equipped with an alarm,the
fiNer ahail be serviced rf the alerm is adWated eontlnuouely. Inlermittent flttar elertns may intlicate awge fbws or an Impending continuoua
aiartn.
The septk tenk shell have its contents removad when the volume o1 sludge andscum in the tank exceeds 1/3 the Ipuid volume of the
tank. If the contants of the tank aro not romOved et lhe time of e[rlennia�abeesemenf,malnlenance persOnnel BhBll edvise NC ovmer 85 t0
when the neM urvice needa to be peAormed to mainUin bas than maximum scum and siutlpb accumulatwn in Me tenk.
The eddition of biobpical or chemical additives to enhance asptic Mnk psrtormance Is ysneraly not requlretl. However, if such produets
are used they shall De approved tor sepUc tank use by the W Isconsin Depertment of Commerce.
Pumo Tank
The dosirg(pump)tank ehall be inapected at least onu every 3 years All switchea,alarms,anE pumps shalt be tested to variiy propar
operation. It an efAuent flher is instelleO within the tank R ahall be inspected and servioad as necessary If Me Mrce main has a weap AWe, it
shouW be noted if R Is functwnal during pump operetion.and if not.it should be cleaned.
""'No one rhould sve'enhr a aeptle oi dase hnk slnee danparout y�ses fw�y W prosant that could cause de�tli.'•"
Mountl and Pres�ure Dlatributba SwWn
No trees w shrubs shouk be planted on the mound. P�anGngs may be mede around tha mound's perimeter,and the mound shall be
seeded and mulched a3 necesaary to prevent erosion and to provide aome protectbn from frost penatratioa TroRic(other Ihan for
vegetative maintenenee)on tha mound ia not re�ommended since soil compecUon m�y hinder aeretion of the infiRrative eurtace wrthin tha
mound and snow compadion in the winter will promote froat penetration CoW weetber inetallafiona(Oetober-February)dictale that the
mound be heevily mukhed as proleUioa from freezing
influent qualiry into tha mouM system may not exceed 220 mg/L BODs, 150 mplL TSS,antl 30 mp/L FOG for septic tenk effivant or 30
mp/L BOD�,30 mp/L TSS,10 mp/L FOO,and 10�cfuH 00 mL for hqhly lrceted eifluaM. Influent flow mey not ezceed maximum dqpn flow
apecified in the permk for mis installation.
7he prosaure distnbNfon syetem is provided with e flushing point at the end of�ach lateral,and it is recomme�ded thet eaCh laterel be
flushed of accumulated solids at least once avery 3 years. When a pressure test is peAormed It shouW be compared fo the initial test when
the system was inatalled to determine ff onfice clogging has oaurred and'rf or�ce Geaning is roquired to maintain eQual disMbuHon wifhin
the diapersal cell
Observatlon pipes Wlthin the diSpeBal Cell shall be checked for efflueM pondinp. Pondin9 bvels ehell ba roported to tha owner, and any
�eveis above 4 inches considerod as an impending hydraulic tailure requiring adddional,more frequent monitori�
C1pMinaancv Plan
If Ma septic tank or eny of its Cornponenta betome detedive tha tank or component shall be iapairod or raplaced lo kaev the system in
proper operatinq condHbn
If the dosing tank,pump,pump controls,alarm or related wirinfl bewmes defadive tha defaclive compo�ent(s)shall be immediatety
re0aired or replaced with a component of tha same or equal performance
If the mound component feils to acCept wastewater or bepins to diccharpe wastewaUr to fhe ground sudece,it wi�l be repaired or
iepleced in its'present locatbn by incroaslnp besal area K toe leakaqe occun or by removing bbbqically Gogged absorption and disperoal
media.and relatal pipi�g,and replacing saitl components es deemed newssary to brinq the syctem Mm proper opereting condRlon
See Page 6 of this plan for the name end telephone number of your loeal PONlTS rogulator and service provider
Project: Olympus One Trust of 2018 - Circle Rd Page 7 of 10
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TANK SPECIFICATIONS�
�83#• DIMENSIONS:
I ...-------- �.f WAIL 3"
j'� I BOTTOId� 3"
COVER: 6'
I � MANHOLE: 24' I.D. PRECAST CONCRETI
HEI T: 53-3/4' O.D.
� LEN TH: 783-3/16' O.D.
W1DTH: 107-3/16' O.D.
BELOYY INLET: 43' O.D.
4" CAST-A-SEAL 4" CAST-A-SEAL LIQUID LEVEL: 38"
iVEIGHT: tANK 13,010 LBS
WEIGHT: COVER 9,300 LBS
� Z4� /� � �� � INLET 4ND WTLAT:SEA� B00T OR EOUAL
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FlLTER Of2
i BAFFlE MASCONSIN, SEE DETAIL /10
(O1HER STATES SEE CH�fRI)
I LIWID CAPAq7Y: 41.87 GAL/IN (SEPTIC
± 25.00 GAL/M (WI�;
� � ��� LOADING DESIGN: 8'-0' UNSA7URAiEO SOIL
TOP V1EW TANK CAN � USED AS:
s�nc/sePnc, sEvnc/�
aR sePnc/siPrioN
4' �ENT COVER: A11% DESIGN /B (NO FlBER)
TANK: M1X DESIGN *9 (SUALL FIBER)
CUSTq112ED TANKS
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$IDE VIEW �os nnME: ___
DATE NEEDED:
APPROVED BY:
APPROVAL DATE:-----�—
TANKS ARE MANUFACTURED TO MEET OR EXCEED AS1M C-1227 REWIRENENTS —
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