HomeMy WebLinkAbout022-638-27-3301-SAN-2022-287 _ �,`.""„�- Department of Safety c°""`y � � � � �
� = & Professional Services, 4 � �
, , Z = Sanitary Permit Number to be filled in by Co.)
�,;` �= Industry Services Division �
'-z .�=� � 3 �1 � �� �
Sanitary Permit Application s`a``T`�°`��``°°N°rieeC ��-�q�--�°� ��
In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit.Note:Applicarion forms for state-owned POW"CS aze submitted to Project Address(if different than mailing address)
thc Departmcnt of Safety and Professionai Services.Personal information you provide may be used for secondary
puiposes in accordance with the Privaey Law,s.15.04(t)(m),Stats. c� �`
l.Application Information—Please Print All Information � /�� �1'� � �. w� ��
Property Owner's Name Parcel#
�•�. ` o - -�
Property Owner's Mailing Address PropeRy Location
��p�, 'ZL , Govt Lot
City,State Zip Code Phone Number /��
� W w �<<6 � � - 113 -- a7ao -�%<,�w y<, Section ��
IL Type of Building(check all that apply) Lot# T � N R E o W
[�I or 2 Family Dwelling—Number of Bedrooms Subdivision Name
Block#
❑Public/Commercial—Describe Use
❑Ciry of
❑State Owned—Dexribe Use CSM Number ❑V illage of
�,Town of � l Ssd n
III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on tine A. Check one boz on line B.Complete line C if
a licable.
A� �New S stem
y ❑ Replacement System ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain)
B' ❑ Holding Tank ❑ In-Ground ❑At-Grade �Mound ❑ Individual Site Design yp p )
❑ Other T e(ex lain
(conventional)
C. ❑ Renewal Before ❑ Revision ❑ Changc of Plumber ❑ Transfer to Ncw OwTier
ist Prcvious Permit Number and Datc Issucd
Expiration ��
IV.DispersaUTreahnent Area and Tank Information:
Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(sfl Dispersal Area Proposed(s� System Elevation �
�lsc� � a �i'so �-/ c�. t� /�`/`-I
Capacity in Total #of Manufacturer
�
Tank Information Gallons Gallons Units � U � ,'�', �
New Tanks Existing Tanks y o Y � � p � �
r� U �n v, v� w C7 ci
Septic or Holding Tank � ���� ,� 5}RLr/ �e �,5ZL �
Dosing Chambcr y 6G� �L S j�4.4� 1.Ls �'�{,<
i� r >
V.Responsibility Statement-I,the understgned,assume responsibi►ity for installation of the POWTS s6own on the attached plans.
Plu er's Name(Pnnt Plumber's i ature MP/MPRS Number Business Phone Number
: �� .� ` S,�-� aaa�sf ��s-a�� -�g�
Plumber's A ress(Street,City,State,Zip Code)
S'� � '1� �t�Jf'l �r1 I� �,t�i(1��, �� s����(o
VI.County/Department Use Only
AIo 11 1 Permit Fee Date[ssued Issuing Agent Signature
,� pp 3 ❑Disapproved
.�Owner Given Reason for Denial $ 1 d�•� I��'f '�� ����
Conditions of ApprovaUReasons for Disapproval �� ,. ' ��� ���f��
�,r ' t
�� u�t�� r c j�� f.. _ � _____----�I
����GIl�i�� CMk� (�c�K, l 2022 q ;
�/ Ne� ,,,�,� ��c �3��(��-� QCT 0 5 ---
CST � ' ' �� l . If SAWYER �nl!r�,"
.QNING ADr�IN1.;��,� �_ �
Attach to complete plans for the system snd submit to the County only on paper not less[han 8 1/2 x i l inches in size � ' ���
SBD-6398(R.03/22)
.``�:�u.i i U..�i\
Wisconsin Department of Safety and Professional Services _ %`.� Phone:608-266-21 l2
Division of Industry Services 'c ��`, Web:htro:!/dsys.wi.Kov
t �
4822MadisonYazdsWaY j= ' ,! - EmaiL-c1s ,r�i�ci,consin,eu�
PO Boz 7302 �_' ;�'_ �'
Madison,w[53707 ��%,; ` '��` Tony Evers,Governor
�,, �__/.;
��: �._ /�/ Dan Hereth,Secretary
,
�N�\tih 1\�\�%
September 30,2022
CUST ID NO.:220810 Idenrificarion Numbers
CRAIG S THOMPSON Plan Review No.:PWTS-092202410-C
5089N N THOMPSON RD Application No.:DIS-092247719
WINTER,WI 54896 Site ID No.:SIT-107601
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES:09/30/2024
�'ONDITION.4LLY
MUNICIPALITY: APPROVED
TOWN OF RADISSON DEPT OF$AFETY AND PRO�F.SSIONAL SFR�/ICFS
SAWYER COUNTY ui��:s;o��1�•; ..;:,; _;:z��'s�:�:,;��.:�
SITE:
LARRY WOODLIFF /�
2963N STATE HWY 27 "� " ���
RADISSON,WI 54867
.t;EE�ur,k�:i�U;dJE,�Ct
SWSW S-27 T-38-N R6-W
FOR:
Design Wastewater Flow Value:450 Mound Component Manual-Version 2.1 (May 2022-2027)
Bedrooms:3
Limiting Factor(s): 15"
Maintenance Required:Effluent Filter
SITE REOUIREMENTS
• A full size copy of the approved plans,specifications,and this letter shall be on-site during construcrion and open to inspection
by authorized representatives of the Department,which 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 occupaacy or use:
• Care must be taken to set the dose volume as approved in the plan design.If the minimum tether length of a single
switch mec6anical float does not allow the proper dose volume,two separate floats must be used.
• Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches.Smearing and
compacting of wet soil will result in reducing the infiltration capacity of t6e soii.Proper soil moisture content can be
determiaed by rolling a soil sampie between the hands.If it rolls into a 1/4-inch wire,the site is too wet to prepare.If it
crumbles,site preparation can proceed.If the site is too wet to prepare,do not proceed until it dries.
• The dispersal cell 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 dispersal cell site.If necessary,use only
tracked equipment,during dry conditions,with minimal passes,to avoid compaction.
OWNER RESPONSIBILITIES
• The current owner,and each subsequent owner,shall receive a copy of this letter including instrucrions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or
owner's manual for the POWTS described in this approval and Wis.Admin.Code§SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as ro create a health hazard�e property
owner must foilow the contingency plan as described in the approved plans.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. 7'his system is to be constructed and lceated in accordance with
the enctosed approved plens and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10),
W isconsin Statutes,is responsible for compliance with all code reqtirements.
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.
All pertnits required by the state or the local municipality shall be ob[ained prior[o commencement of
construction/installation/opera[ion.
In granting this approval,the Division of Industry Services reserves the right to require changcs or additions,should conditions arise
making them oecessary for code compliance. As per state sbts I OL l2(2),no[hing in this review shall relieve the designer of the
responsibility for designing a safe building,structure,or component. The Division does not take responsibility for the design or
conshvc[io�of the reviewed items.
Inquiries eoncerning this cortespondence may be made to me at the eontaet infortnation listed below,or at the address on this
letterhead.
Sincerely, Fee Required:$250.00 �
Fee Received:$250.00
�/� ,_rj / -�- Balance Due:$0.00
�'��N ��f����l��� � Refund Expected:$0.00
CeCe Rudnieki
Division of Indus[ry Services
Phone:60A�00-3186
Emaih elizabeth.rudnicki@wisconsin.gov
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential ApplicaGon
INDEX AND TRLE PA6E
Project Name: HWY 27 SouM
COh'D7710:NALLY
Owners Name: Wrty WoodtiR APPROVED
�EPT OF SAFE?Y AND PROFESSIONAL SERVICES
Owner's Address: 220 West SL Di\�IS?uF! OF INDUSTRY SEI7VICES
Kendall,Wi. 54638
�'e� l�c�u�-:
� SEc CO ESPONDENCE
Legal Description: SWSW 5-27 T-38-N R8W
Township Radisson
County: Sawyer
Subdivision Name:
Lot Number Bbck Number
Parcel I.D.Number 022 838 27 3301
Plan Transaction No.:
Page 1 Index and title
Page 2 DaMa entry
Page 3 Mound drawings
Page 4 lffieral and dase tank
Page 5 System maiMenance specifications
Page 6 Manegement and contingency plan
Page 7 Pump curve and specificadons
Page 8 Pbt Plan
Page 9 Soil Evaluation Report
Designer: Craig Thompson License Number: 220610
Date: —09/�05/272— Phaie Number 715-661-1278
SignaWre: (��i�j �" /
Designed Pursuant to the
�ouna comao�,em Man�r«vowrs ve�s�, a.l C,��y�o�x-aoil) ena eom
SSWMP Pudicalfon 9.8 Dasipn M Pressure Distribution Networks(or ST-SAS(01/81)and
Pressure Distribulion Canponeni Manual Vet. 'd.I C Iqw��s11-�O'�' -�
Versbn 7.0(R. 11/12) Page 1 of 9
Mound and Pressure Distribution Component Design
Desiqn Worksheet
Slte InforrnaHon
(R or C) R Residential or Commercial Design r�on: s�ne ru�o�maneeone assume a
700.00 Estimatetl Wastewater Fbw(9pd) raae 3s3e43 o-.wu w�usrn,eM ror
1.50 Peaking Faaor(e.g. 1.5= 150%) �Bf��Ofm°�"�'�.
450.00 Design Fbw(gpd)
8.00 Site Slope(%)
102.70 Contour Line Elevation(ft)
15.00 Depth to Limiting Factor(in) '
0.80 Inaitu Soil Appiication Rate(9P�)
DbtribuUon Cell Informatlon
70.00 Dispersal Cell Length Abng Contour(ft) = 6.43 Cell Width(ft)
1.00 Dispersal Cell Design Loading Rate(gpdMZ)
t Influent Wastewater Quality(1 w 2) Are the laterals the highest int
' in the distribuGon �
� Prpsure Disribution Informadon network? Enter Y or N
(C or E) E Center or End Manifold
� 322 Lateral Spacing(ft) If N above,enter the ele�
2 Number of Laterals of the highest pant
0.158 Orifice Diamefer(in)
2.50 Estimated Orfice Spacing(ft)= 8.04 fl lorifice
2.00 Forcemain Diameter(in)
750.00 Forcemain Length(ft) Does the forcemain d2in back7 �
83.A0 Pump Tank Elevatan(ft) Enter V or N
4.55 System Head(R)x 1.3 24.47 Fort;emain Drainback(gal)
10.72 Vertical LiR(R) 62.92 Sx Void Vdume(gal)
2.94 Friction Loss(ft) 87.39 Minimum Dose Volume(gal)
IMine Fitter Loss(ft) 30.16 System Demand(gpm)
18.20 Total Dynamic Head(ft)
Latsnl Diameter Selsctlon ManHold DNmater Ssbetlon
in.dia. 6ons choice in.dia. tions choice
0.75 1.25 x
1.00 1.50 x x
125 2.00
1.50 x x 3.00
2.00 x
3.00 x
fialbnsAneA Gkulator(optionaq
Troatment Tank Infonnatlon Tohal Tank Capacity(gal)
1000.00 Tank Capacity(gal) Total Workirg L'puid Depth(in)
Skaw Pre Cast Manufacturer gaUn(enter resuk in cell 849)
Dose Tank In}ormation Et11us�Filbr IMoimadon
800.00� Dose Tank Capacity(gaq Best FiRer Manufacturer
16.47 Dose Tank Volume(gaUn) GF 16-8 Fifter Mode�Number
Skaw Pre Cast �Manufacturer
Project HVYY 27 South Page 2 of 9
Mound Plan and Crosa Sectlon Views
— —t
v� io* �
�� �i _+
K ... .�. . .� A
� ..�..
W ' Y �
B
, G7 I
_ . _ _ .
+ _ _ _ �
L
Mound ComponeM Dimenslona
D 2�00 n G Z0.50 ft J '7 36 ft W 27 83 ft
450.10 (fl�)Dispersal Cel�Area 1432.70 (ft)Basal Area Available
8.43 (gpolft)Linear Loading Rate 7.00 (ft) 1/t0 B Obs. Pipe Placement
Mound Croas Section View
Aggregate Dispersal Area
Finished Grade 10624 (ft) —% G� t H
;;; a :, j
I F o�spersai can' 104 95 (ft)Lateral
104.45 (R)—► — : Invert
Dispersal Cell � �: .:�
Elevatlon �
� . �-� . ; o.;
a ; .
�---� t0270 (ft)Contour Elevation
8.0 %Site Slope
r Geotextlle Fabric Cover
Shading Key $ —I Dispersal C911 See letersl details on
❑1 _ ToP�il Cap �a 1.5 R . .: � Pege 4 for numher.aize.
❑2 Subsoil Cap +a � � � � and spacirg of laterels.
� ASTM C33 Sand ` ° . Lalarels are equaly
v t rva�cai taterei .: F spaced Uwn the
0 Tilled Layer c 0-5 n �' � diatribution ce1Ps
� 0 A99re9ate �� �_ II: �m�� �,�
�'A_i disiribution cell(Ax0).
Project HWY 27 South Page 3 of 9
End Connection Latenl Layout Disgram
xw c�m« am sron ��Tum-VPraIlwMarW�neutpup
� p �
aix«,isr.ia.�+wa k-x—s� Nw.sai.emu.eortoman»w«r 5
���
Faw m�h�neotlan uu tw a noss to ma�ihM x Sn�roYv.
Leterels&forceniein Sch 40 PVC per SPS Tebk 38A.30�i
Number of laterels 2 Orifice Diameter 0.156 in
LaM21 Diameter 1.50 in Orifice Spacing(X) 2.54 R
Lateral Length(P) 88.58 ft Orifices per Lateral 28
�acerai sPac�n9 fs� 322 ft oriece oensrty e.aa �io�r�
Lateral Fbw Rate 15.08 gpm Manrfdd Length 322 ft
I System Fbw Rate 30.18 gpm Manifold Diameter 1.50 in
� ToNal Dynamic Head 18.20 ft Forcemain Velocity 3.08 iVsec
Dose Tank Infortnation ����r with wamirq
mee�s�a waure aev�ce,m
� eeWeCwerorti9M
i
Ebclrical�s psr NEC 300 and —►
SPS 318.300 WAC ��n� �4 in.min.
�
7�nk wmponant is propsrly�Med ... � Ahemne aNet
locatio�
Foroemain Clrnebr
Skaw Pre Cast ManuFacWrer _� 2 in.
Ca ' 600.00 Galbns
VGume 16.47 gallinch A .
weep nob w ar�
Dimension Inches Galbns B s��
A 19.12 314.97
B 2.00 32.94 C ?um oHe�eveeon rtl
C 5.31 87.39 � 94•23
D 10.00 164.70 p
Total 36.43 600.00
�Gnk ekvafioo(rt
3"Bedding un er hank. 93.40
Alartn Manuafacturer SJS Rombus Note�. Switches
PJarm Model Number 101 containing mercury
may not be used in
Pump Manufacturer Goulds this system.
Pump Model Number PE 51
Pump Must Deliver 30.78 gpm at 1820 ft TDH
Project: HWY 27 South Page 4 of 9
Mound Svstem Maintenance and Ooeration Saecificatlona
Service Providefs Name Don Thompson 8 Sons Exc LLC Phone 715-266-2842
POWTS Regulahor's Name Coun Zoni Phone 715-G34-8288
Svstem Flow and Load Paqmete�s
Design Fbw-Peak 450 gpd Maximum Influent Particle Size 1/B in
Estimated Fiow-Average 300 gpd Maximum BODS 220 mg/L
Septic Tank Capaciry 1000 gal ' Maximum TSS 150 mg/L
Soil Absorption Component Size 450.1 ft Mabmum FOG 30 mg/L
Type of Wastewater pomestic Ma�dmum Fecal Colifam >10E4 ctu/100 mL
Servics Freawncw
Septic and Pump Tank Ins andlor service once eve 3 ears
Etfluent Filter Should ins t and clean at least once eve 3 ears
I Pump and Controls Test once eve 3 ears
Alarm Should test monthl
� Pressure System Laterals should be flushed and ressure tested ev 3 rs
Mound Ins t for din and see e once eve 3 ears
Other
Mk4411�neous ConsWctlon nM Materlals Standards
1. Observatan pipes are sbtted and materials conform to Tade SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate confortns to SPS 384.30(6)(i),Wis.Adm.Code.
3. All gravity and pressure piping 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 pbw.
5. The mound sVucture and other disturbed areas will be seedetl and mulched to prevent soil erosion
and help reduce frost penehation.
La[enl Tum-up Detail
Finished ............. ..............
Grade �
6-8"Diameter Lawn —� � . Threaded Cleanout
Spnnkler Valve Box . . . . . . . Plug or Ball VaNe
Distributlon �
�� Long Sweep 90 or Two
45 Dearee Bends Same
Diameler as Laterai
p�pject HyN/27 Soufh Page 5 ot 9
Mound Sysbem Management Plan
PursuaM to SPS�83.54.Wb.Adm.Cotle
Samd
Thin system ahaq Oe aperaled in aocwdeMs wilh SPS 382-80 Wa.Adm.CoAe.an0 ahall ma�n axordance w4h b'component
menwb[56610891f(N.OtiD1.R.10112).SSYYMP Publi�stion 9.8(O7I81).an0 Precaure DistrWiNon Camponsnt Manual Vx.2 0 SBD-
10708-P(N.Ot N7.R.tOH 2)1�ntl bcal w slate rubs psRaini�p to system maiMenanm pM mai�tenancs re{qrting.
No one shoultl evai enlar e aeWic w pumD mnk nince tlarigemus gases maY Ee Mesanl tnat could awe tleath.
Septic eM pum0 bnk abandonmerrt shali be in acca�tlerke wq�SPS 383.33,Ws.Adm.Code when the tanka ue no b�per uead as
PONlB mmponenls.
Septic or pump fank mmhok riae�a,acoas riseis arW cwan slrould be inepecletl fix watx tiphtnesa aM noundnpa. Access opsnfnys
iwed fa service arM essesemerit ehell be aeabd wetertipM upon Me conpleEon M xrvim. AnY W��D�unsoun0.tlefeclive.or
euDjeU ro taiwe muat be�eplsca0. Exposatl accaas apenings flrerier Man&incMe inOmrtieler ahall be aewieE by an eRWiw lodcirg
Oevice to provent sxiOental w unauUror¢M artry iMo a taMc M componeM.
Seotlt TaN�
The aeptic tank shaN be rtaintaine0 DY an"vMNitlwi caNlbE to aervica seplic hNu uMer a.281.48.Stats. Tha�nts d the aepk
tank Mall f»tliepoaed of in aaoNance wiN NR 113,Wb.Adm.Catle. TAe operatlrp mMNbn M tM cepdc fank en0 ailkt kMr Mall Da
asseaseC et kast once every 3 yeaie by inspettion.
Tha ou[let fitter ahall be tlaanetl as r�cecsary M eroun praper oparalion. TAe IPox drtrWpe sMUN nM be rertiovad unbss provisbna
aro matle to retein solids in!he fank tAat may sb�p�oR Me fllter Wien rermuetl hom ils a�bsure. If Me filNr is epuippetl wiM an aWrtn,lhe
filter shall be eervi�gd H the akrtn is ecGvaled conCnwusly. IrKertnNMM fdtx alemn may intliqte wrga flows w en impentlirg continuous
aWrtn
The seDik tank eMll fuva ila�oMSMa iertiovetl wMn tlie volume of ahMpe and scum In Me tank exceeds il3 the IIpu10 vdume of tM
tank. 11 the conteM6 of the tank ue rwt renaved at Me Gma of a trimnul nseaament,maintenanca peraonnal Ma8 a0vise Ms owner ol
wMn tha ne#servica neeCs lo De psrfomiea to maurtain Mas tlun ma�unum zcum antl aludpe acwmuletlon in fta hnk.
rne.aa�tion or cbwgKa�«uiemiv�adaiti�as ro annw�ce aepUc uNc peAotmance ia yenerany naa reauiied. Ma.eNer,if wcn o�duas
I are use0 Mey ahaY be app�oveC for seM�tank we q tha Oeparonent of Corm�erm.
PunDTMlc
The pumP(doauq)faMc ehaX Da inaGa�at leut onm ave7 3 Y�n. All awi[C�ea.alarms.�nE WmPa ahaY bs WOeA to veriN P��
aparation. M an e11Wen[filMr ie instaNed wiMin tla tank R ahall be inspeded aM service0 ae neceeeary.
No heea ot Mn�6s MouM De qa�rted on Me mwnd. PlaMiqa may he matle arounE the rtrouM's pairtieter.aM the mountl eliell Da
aeetleE a�muklie0 aa r�ecessary W pim�erit erosbn aM M Wovitle eane 7�aecl'an Iron hmt pene/iatbn. Traffic(Mtar Man br
vegetative maiMenance)on Me mouM is not iecommerMetl sirwe soil compaction mey hinder aeration of the infiNietrva suiface wkhin the
mauM and sraw compactlon in tM winMr wiA prortale hoN penetration. Cdd weaMer installations(OctoOer-FeDruary)dicfale that Ne
mound be heaWy mulcheC as 7rolectiwi from freaarg.
I�ueM Qualily into tla mouM syatem may nol erzceed 220 rnplL BODa.150 npM1.TSS.antl 30 mglL FOG tor septic tank siflueM or 30
rtq/L BODy,30 rtq/L TSS.10 mp/L FOG,anE 10'dW100 mL la hiphy treale0 elfluenf. Inlluenl lbw mey not ezoeed me�dmum Oeaqn flva
cpecifie0 in Ne parmil for Mis inaWlaUon.
The Wessure Eist�ulion system is Wrnitletl wdM a IlwhmO P�1 at the entl ol erii Ia0aral.antl R ie recommen0ed Nel each IaMral be
fiuW�eE of eccumuletetl aolids at basl oncs eve�y 18 monllu. Whsn a piwwa bst u partomiW R shw�d Ce comWreO W tlq Inflial lest
wlron the system was instaHetl to Eetertnine d orifioe cbqpinp�es occurtsd and il aifice tlnning is requi�ed to maiMain aQual diatriDution
wiUin Me Oispeisal CeX.
Obxnatbn pqes witl�m the diepsrs�i ceil 9hatl De d�dCed for eflM�eM pMitlsq. Pand'aiy brels ahall ba iepo�d lo the owiar.aM any
levels above 6 inclies considerad as an mpendap hy0raulk(aiWia�equkiny aOEWorw1.more(nqueM montloreg.
�
If Me x0�qnk a arry d'Rs canDoneMa becortie dafeUrve the 4M a compo^e^t shaA De isWired u nP4�fn kee7 the system in
pioper operatirq corMition.
N Ne tlosiny tank.Wu^P.P�V mMrola.alarm a relatetl winrg Decomes tlelectiw Ua tlebcliYa oomOoneM(s)aMA Oe imrnaOieteh
repairetl or replafwE wiM a canDonem m Me mme ar eWal perfoime�e.
� H the mounC componeM him ta axept watitewaMr w Degina to enUUieige wasMwaror tn Me grounE euMce.il wdl be repairetl u
replaceE in its'7��bcatpn Dy inaeasing beaal aroa i1 tae bakage omn a M���9�b9�M�b7G�absort�ion anE EisDeisal
' metlia,aM ielated P�M�9,aM rePlaaig said canVwbnb a6 tleeme0 necasea7 to Drinp the syatem iMa WoPe�operatln9 caWiion.
See Pege 5 of Nis plan tor ihe name arM tebp�ore numEar W your bcal POVJTS regulaM aM aervioe proviAer.
The inbimatbn arM scMOub of manenepenwn aM maintefw�devi[es axT u aero0ic treatmeiR unks a AbinfsUion
unNa aie attache0 as aepaiste doarnenb anC ais mnsiAeraE Wrt d the ovenl manapeme^t Wn for tlih systan.
�
�
I
I Project �{UN o1� S0� Page 6 of 9
� � " I � • • �
Wastewater
METERS �ET
40 ._-- - - � - -4 j MODEIS: --
fE5'� _ ��^ ... _ '_;_.-`� .,__ .,PE31,PE47.PE57 �i
. �. - ... ' ;. " r._ . HP..33 40 50 j
35 -.-� . , � -
L �
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t ��
30�4� � �7
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= 25 �
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20
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p 0� � --10 � 20 ,.�__._ 30 ' qp: . : 50. _�-60___--70�GPM 80
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Q 5 10 15 �T3/h
CAPACITY
PERFORMANCE ItATINGS
PE31 PE41 PE57
TodIFNW � ToblMrd 6� TadlMd GPM
(Me of.vaar) (Mt d w�br) (i..e of..aeer)
5 52 8 61 10 67
�p qZ 10 57 15 59
15 29 15 46 20 SU
20 16 20 33 25 39
25 0 25 16 30 26
35 8
I
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r
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