HomeMy WebLinkAbout012-740-24-4115-SAN-2023-268 Department of Safety c°""n' �
Sawyer
� &Professional Services, Z
, , _ _ Sanitary Pertnit Number([o lw filled in by Ci
`, �_ , Iudustry Services Division
_ � I _. �' W
'",...•,���" !Sta[c Tmnsaction Numbr.r �
Sanitary Permit Application �,,,s��zoss-c �
In accordance with SPS 383.21(2),Wis.Adm.Code,submission ofthis fortn m the appropriate govemmental unit�� S
s reyulred prior ro abtaining e sanirary permic Noce�.Application forms for state-owned PO�I'TS are submitred to Projecc Address(i(ditfcrcnt thun mailing addi.. .�
the ncpartment of Safety and Pmfeszional Services.Personal information you pmvide may be used for sewndary
purposes in acrordance with the Frivacy Law,s.15.04(1 pm),Stats. 8199N Woodland Dr.
I.A plication Informatioo—Pltase Print All Informafion
Property(h+ncrx Narne Parcei fl
Daniel D aft"I'rust C1274024di15
Property Owner's Mailing Address Propert}�I,ow�,tio�qI
37182 North Black Velvet Ln. 7'�'1
Ciry,Siate Zip Code Phone Number E���
Wadswonh IL �83 � '+�r, 5� '/.,Section 24
II.Type of Buildiog(check all that appty) Lot N T 4� N R �� E or W
$�Ior2FamilyDwelling—NumberofBedrooms 4 2 SubdivisionName—_
/\,
Black H
❑PubliGCommemial—Describe Ux
�� ❑Cityof
❑S[ateOwned—DescribeUse CSMNuImber ❑Villageof _
`o�13ig �.�2^� �Tewn oT Hunter _
t
III.Type of POWTS Permi[:(Check either"New"or"ReplatemenP'and other applicable on lint A.f.hcek one boa on line B.Compkte line C i
a licable.
`�- ❑New System placement Syslem ❑O�he�Modfcation ro Existing System(c�piam) �Addicional Pretreatment Unit(explain)
B' ❑Holding Tank ❑In-Gomd ❑APGrade �blound ❑Individual Sire Design ❑Olher Type(explain)
(comentionaq
c� ❑Renewai Before ❑Revision ❑Change of Plumber ❑Trans(er to New Owner'�sl Previous Pertnil Numher and Date Issued
i:apira[ion ��(��� QD^2�7I��/
N.Dis ersaVTrestmcnt Area aod Tank Informrtioe:
Design Flow(gpd) Design Soil Applicauon Ra[e(gpd/sf) Dispersal Area Req�ired(s� Dispersal Area Proposed(s� System Elevation
� I.0 600 � 99.0
Capaciry m Total q of Manufacturer
Tank Information Gallons Gallons Units `9 �
NcwTvJcs ExisangTenks c N� � g,� `,�'
i U v.CJ P.
Sepac m Holding Tank IZSO 1600 1 U tUtt �
oo,d��fn�nber 750 750 � Hufleutt X
V.Responsibility S[atemeeP 4 tLe ueder�gocd,auume mpoeefb ry for inafalladon otthe POWTS showo 0o the attached plaos
Plumber's Name(Print) Plumber's Signature f/,`� MP/MPRS Number Business Phone Numlxr
Rick Brawn V` z3�Z5� 419-0739
Plumbei s Add�ess(Street,Ciry-,State.Zip
Code)
PO Box 637 Spooner WI 54801
VI.Cou ry/Dep�rtment Use Onty
A�p o ❑Disapproved Permit Fee Date Issued Issuing Agen[Signature
� 5 (��0� ���=1�.1 i `71��{:i,:,�i':c:�-�:���C��
❑OwnerGrven Reuon for Denial �
Condi[ions o(Approval/Reasons for Disapproval 5�
�,,� �' ^ �� �� ��v- DI
t�� _ ��f�,�-�_� �
�r ril`1��Y Wwi1� � �V-7y OCT 0 9 2023
-._.._��...__.___.__"_. .
C5� ��— I�S '�j� SAWYER COUNTY
INiSTRATION
Amch ro compleh plom for the eys em mE eubmil ro the County only on p�per not leee than 8 Ux x I l iochn in sise
5.� ,� �si
saD-6s9s�rz. 3�z2) l'"l`�ol�� h0 R�FUlvDB A%-7'EFl
ISSlJE OF P£R?rSfi
MOUND AND PRESSURE DISTRIBUTtON COMPONENT DESIGN
Residential Application
INDEX /1ND TITLE PAGE
Project Name: KraR Trust Gonditionally
APPROVED
DEPT.OF SAfETY AND PROFESSIONAI
Owner's Name: Daniei Kraft Trust SERYICES
DIV1510N OF INDUSTRY SERVICES
Owner's Address: 37182 North Biack Velvet Ln. ���'� ���°
W�SWO� I� 6OOS3 SEE CORRESPONDENCE
Legal Description: SE 1/4 Sec 24 Town 40N Range 07W
Tovmship: Hunter
County: Sawyer
Subdivision Name: CSM 19/318 #5727
Lot Number. 2 Block Number:
Parcel I.D. Number. 12740244115
Plan Transaction No.:
Page 1 Index and titte
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifica6ons
Page 6 Management and contingency plan
Page 7 Pump curve and spec�cations
Page 8 Site Plan
Designer: Rick Brown License Number: 231251
Date: 08/26/23 Phone Number: 419-0739
Signature:
Designed Pursuan to the
Mound Component Manual for POWTS Version 2.1 �� .�U1�2-- 2� and both
SSWMP Publication 9.6 Design of Pressure Distribut�on elworks for ST- S (01/81) a�d
Pressure DisUibuUon Component Manual Ver. 2.� M a y 20�Z - 2 ?)
Version 7.0 (R. 11/12) Page 1 of 8
,:\`;PiHf11l11
Wisconsin Department of Safety and Professional Services ;!;- ��,'. Phone:608-266-2ll2
Division of Industry Services [�' ���`,A Web:http:i/ds�s.wi.gov
4822 Madison Yards Way �.� `�! '�1 EmaiL dJaSa`wisconsin.Koy
PO Box 7302 '�
� '� P g 1 1
Madison,WI53707 �;� !� Ton Evers,Governor
\`�:�;� /:j Y
�, l��j Dan Hereth,Secretary
September 18,2023
CUST ID NO.:231251 Identification Numbers
RICK BROWN Plan Review No.: PWTS-092302055-C
PO BOX 637 Application No.:DIS-082338579
SPOONER,WI 54801 Site ID No.: SIT-120770
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES:09/18/2025
,Conditfonally
MUNICIPALITY: DEPT.OF ARPROVEDESSIONAL
TOWN OF HUNTER DIVISION OF IN�U1STRY SERVICES
SAWYER COUNTY
������
SITE:
KRAFT TRUST SEE CORRESPONDENCE
8199N WOODLAND DR
HAYWARD,WI54843
FOR:
Design Wastewater Flow Value: 600 Mound Component Manual-Version 2.1{May 2022-2027)
Bedrooms:4
Limiting Factor(s):24"Below Grade
Maintenance Required:Effluent Filter
SITE REQUIREMENTS
• A full size copy of the approved plans,specifications,and this letter shall be on-site during construction 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 whicb are used at the job site for construction.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the approved plans,and the"Mound Component Manual for
POWTS(Version 2.1),(May 2022-2027)".
• The pressure network is Co be constructed in accordance with publications"Pressure Distribution Component Manual for
POWTS(Version 2.1};(May 2022-2027)"and/or the sizing methods ofpublication"SSWMP Publication 9.6 Design of
Pressure Distribution Networks for ST-SAS(Ol/81)".
OWNER RESPONSIBILITIES
• The cunent owner,and each subsequent owner,shall receive a copy of this letter including instructions 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 to create a health hazard,the property
owner must follow 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. 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 Departrnent per s.145.06,stats.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval,the Division of Industry Services reserves the right to require changes or additions,should conditions arise
making thern 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 Division does not take responsibility for the design or
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
letterhead.
Sincerely, Fee Required: $250.00
Fee Received: $250.00
%%/;,�I�r.� �/'��a �ir..f�r,r Balance Due:$0.00
Matthew Janzen Refund Ex ected: $0.00
Division of Industry Services
Phone: 715340.0407
Email:matthew.janzen@wisconsin.gov
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) r Residential or Canmercial Design Note:Santl fill(D)cakulatbna assume a
�00.00 Es6mated Wastewater Flow(gpd) Teble 383-44-3 in-situ soil trealmeM for
1.50 Peaking Factor(e.g.1.5=150%) ��0o°�OR"°�<-��nches.
600.00 Design flow(gpd)
1.00 Site Slope(%)
88.00 Contour Line Eleva6on(ft)
24.00 Depth to Limiting Factor(in)
� 0.60 In-situ Soil Application Rate(gpd/ftz)
DistriDutbn Cell information
720.00 Dispersal Cell Length Along Contour(ft) = 5.00 Cell Width(ft)
1.00 Dispersal Cell Design Loading Rate(gpd/ftZ)
1 Influent Wastewater puality(1 or 2) Pue the laterals the highest int
in the distribution �
Pressure Disribution Information network7 Enter Y or N
(C or E) ' c Center or End ManRold
2.50 Lateral Spacing(ft) ff N above,enter the elevation ft
4 Number of laterals of the highest point.
0.188 Orifice Diameter(in)
4.00 Estimated Orifice Spacing(ft)= 10.00 ft�/orifice
2.00 Forcemain Oiameter(in)
250.00 Forcemain Length(ft) Dces the forcemain drain back? DY
85.00 Pump Tank Elevation(ft) Enter Y or N
3.25 System Head(ft)x 1.3 40.78 Forcemain Drai�back(gal)
13.75 Vertical Lift(ft) 108.83 5x Void Volume(gal)
7.99 Friction Loss(ft) 149.61 Minimum Dose Volume(gal)
0.00 In-line Filter Loss(ft) 39.32 System Demand(gpm)
24.99 Total Dynamic Head(ft)
Latenl Diameter Sekction Manifold Diamete►Selection
in.dia. o ns choice in.dia. o tions choice
0.75 125 x
1.00 1.50 z x
1.25 x 2.00 x
1.50 x x 3.00
2.00 x
3.00 x
Galbnsllnch Caleulator(optional)
TreatmeM Tank IMormatfon �Total Tank Capacity(gal)
1250.00 Se 'c Tank Capacity(gal) Total Working liquid Depth(in)
Huffcutt_�Manu(acturer gaUin(enter resuk in cell 849)
Doao Tank IMortnadon Effluent Fllter Infort�atbn
750.00 Dose Tank Capacily(gal) Pol lock FiRer Manufacturer
16.85 Dose Tank Volume(gal/in) PL-525 ____ Filter Model Number
HuHcutt Manufacturer
-- - -- �
Project Kraft Trust Page 2 of 8
Mound Plan and Cross Sectlon Views
—t
J
� ��i_ ��B Observahon Pipe , �- � � _�
T'_'_"T
K �/
y� i5 ;.
.�.iV:.%?.';:.}}i .
A
�'.1M•`l}�'.�'t`��� '-1.��:1`�`�:}�'r..':�..1:�::�':.'��''.::'r:'r.'.1.'.T:'r'1'.1. .
�.�":'.:`�'T:`:°(c�:?:�y;:�;:};}i _ _
,... .,. . :: '. .
W �� .' ' ( . . .. . . .-.' ' .' . . � '. . ' :. .
. . . . . . . '�'
. . . . - B . .' . ..' . . .
.7'�.'..:.:................/.....:..........!�;.............'.'.:.'.'.'.'.'.".'.'.'.'.'.'.'..... I
'.'.iiJ'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'/.'.'.�.'.'.'.'.'.'.'."-'�'.'.'.'.'.'.'.'..'�'.'.
� �
1
L
Mound Component Dimensio�s
A 5.� ft E 12.60 in H 1.00 ft K 8.45 ft
B 120.00 ft f 9.50 in i 7.24 ft L 136.90 ft
D 12.00 in G 0.50 ft J 6.67 ft W 18.92 ft
600.00 (ft)Dispersal Celi Area 1469.07 (ft�)Basal Area Available
5.00 (gpd/ft) Linear Loading Rate 12.00 (R) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate DispersalArea
Finished Grade 100.79 (ft) —% G + t H
�::... ........ 1 1
,,,,,,,,,,,,;;;;�;;;;;;,
I F o�spersaiceu 99.50 (ft) Lateral
99.OU (ft)--► — Invert
Dispetsal Cell [3� ;i
Elevatron � �
r
��_. �t�tat�.���z�� � ��`�� �>� � '. 4 . `5
.>.ri l,�(�.?i,('�N. 1,� � �, '�., . � , �
J�J7T? J �.��t�11 . . .
��•�i-����:����.•��•'.n��.:�:�i . - � 98.00 (ft)COf11OU�El@VatiOn
1.0 °k Sfte Sbpe
Geotextile Fabric Cover
Shading Key $ � Dispersal Cell See lateral details on
10 Q Topsoil Cap � a 1.5 ft :y.�r.:::; . . . . Page 4 for number,size,
02 .,..... SubSoilCap ay �}1 -� .WJ...;��'�j'�`':'�.�',�!,��'�:•�:::�.:::�. T andspaangoflaterals-
e ASTM C33 Sand ^ • _ Laterals are equalty
I ?`si�;:`:?'r::{��!':'::':'.i:r`.i::F?S'.;;•:; F
9 t •^+ ��^�� F s a o a d hom the
��� TIIIedLa ef � 0 0. ft :�,.Typicelleteral :;::•:
� r � I�F I a�s��nu�Wfl ce�r5
� � A99regate v o 'i�`i'•}`:•}>:i;ii•S`�::i;":(4��l�d�t I centerline io the
�—�A�—�� distributbn cell(An6).
Project: Kraft Trust Page 3 of 8
Center ConnecHon Lateral Layout Diagram
Faeemaincamec�bnWaeaaoss�omWloWNan�yoYM. LMwalso•fOmticM
�
I�_ P �
•�Tum-uP��+liwlw« IcX—.)�tl2f d2� Letefd58�fMCG�ildnShc�OPVC
alwnoutquy ��
pa SPS Tebb 386.30b
MONs AiM on tM Dd[wn d Me Ia�e�N
Number of Laterals 4 Orifice Diameter 0.188 in
lateral Diameter 1.50 in Orifice Spacing(X) 4.09 ft
Lateral Length(P) 59.31 ft Orifices per Laterel 15
lateral Spacing(S) 2.50 ft Orifice Density 10.00 ft�lor�fce
Lateral Fbw Rate 9.83 gpm Manifold Length 2.50 ft
System Fbw Rate 39.32 gpm Manifold Diameter 1.50 in
Total Dynamic Head 24.99 ft Forcemain Velociry 4.02 fUsec
Dose Tank Infortnation LorJcing covcr wilh waming
WDeI and lodting Eevice and
� seabd watertigM
Elearical as per NEC 300 and '�
SPS 316.300 WAC �4 in.min.
Disto�necl �_
�
Tank componeM is Oropelly vented :: <-- ANemate outlet
bcation
for0emein tliameter �
Huffcutt Manufacturer �_ 2 in.
Ca 750.00 Gallons
Volume 16.85 gaUinch A
weep hok a anti-
Dimension Inches Galbns B si�non davice
A 24.63 415.04
B 2.00 33.70 � P� ump otf elevation(R)
C 8.88 149.61 85.75
D 9.00 751.65 p
Total 44.51 750.00
� Dosa hnk elevatan(R)
3"Bedding un er tank. 85.00
Alarm Manuafacturer Su rior Note: 5lvitches
Alarm Model Number 92060 containing mercury
may not be used in
Pump Manufacturer Goulds this system.
Pump Model Number WE05H
Pump Must Deliver 39.32 gpm at 24.99 ft TDH
Project: Kraft Trust Page 4 of 8
Mound Svstem Maintenance and Oaeration Saecifications
Senice Providers Name Rick Brown Phone 419-0739
POWTS Regulators Name � Sawyer counly zoning J Phone 634-8288
Svatem Flow and Load Paremete►s
Design Fbw-Peak 600 gpd Maximum Influent Particle Size 118 in
Estimated Flow-Average 400 gpd Maximum BODS 220 mg/L
Septic Tank Capaciry 1250 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 800 ft= Maximum FOG 30 mg/l
Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Eifluent Filter Should ins ect and clean at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alartn Shouid test monthl
Pressure System Laterals should be flushed and ressure tested eve 1.5 ears
Mound Ins t for ndin and see e once eve 3 ears
Other
Miscellaneous Construction and Materials SGndards
1. ObservaGon pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound componen[manual.
2. Dispersal cell aggregate conforms 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. Tiliage of the basal area is accomplished with a mold board or chisel plow.
5. The mound sWdure and other disturbed areas will be seeded and mulched to prevent soii erosion
and help reduce frost penetration.
Lateral Tum-up Dehail
Finished .....•• •••••..........
Grade ��
6�" Diameter Lawn --� . Threaded Cleanout
Sprinkler Valve Box Plug or Ball VaNe
Dis[ribution
�� Lon Sweep 90 or Two
45�ree Bends Same
Oiame er as Lateral
Project: Krak Trust Page 5 of 8
PAGE60F6
Mound Management Pian
IN�ORTANT:
The or�ner of this mound system shall be responsiWe for its perpetual operation and maiMenance pursuant to
requirements of SPS 382J84,Wisc.Admin.Code. Pursuant to SPS 383.52(2),Wlsc. Admin.Code,lhis system shall be
considered a human health hazard if not maintained in accordance wilh this apprwed managemeM dan. Furthertnore,
all inspection and maiMenance activiBes shall be pertormed by a ragiatered POWi3 MalMalner in accordance with SPS
383.52(3).Wisc.Admin.Code.
AAaximum Discersal Area Ooerati�a Limits:
Design Flow= 600 9�� BODS 5 220 mgL''; TSS 5150 mgL''; FOG 5 30 mgL"'
losoection Checklist INSPECT EVERY 3 YEARS
o tyPe d uSB
o age of system
o nuisance factors(i.e. odors, user complaints, etc.)
o mechanical m�functon(i.e.,pumps,valves, switches,floats, etc.)
o material fatigue(i.e.,leaks,breaks,corrosion,etc.)
o solids vdume in anaerobic treaUneM tank(s)and any disUibution appurtenance(s)(i.e.,distribution/drop boxes)
o negiect or improper use(i.e.,exceeding desig�capaci6es, prohihited adivNes,etc.)
o extent of ponding in disVibution cell prior to dosing
o dosing irtegularities(i.e.,pump re-cyding,float switch settings, etc.)
o electrical components(i.e.,wiring,connections,switches,controls,timers,alarms, etc.)
o distribution lateral a lateral orifice plugging (measure laterel dstal pressure—compare to design specfip6on)
o surface discharge ot etfluent or sewage back-up into strudure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS(or when necessary)
o Seotic�d dose Wnklsl shall be pumped by a certified septage servicing operator licensed under s.281.48 Wis.
Stats.when the vdume of solids in the tank�s)exceeds one-third(1/3�fhe liquid volume of the tank�s)a
as required by local ordnance. Disposal of contenls shall be pursuant to NR 113,Wisc.Admin. Code.
o Eftluent filter(sl shall be inspecfed every 3 years and shall be deaned when necessary to remove any
accumulated solids according to manuFadurer's specifications. A servicing period will always be greater than 12
manths.
o Distribution laterals shail be flushed once every 3 yean or when neeessary.
System maintenance raports shall be submitted to the proper local government u�it in accordance with
SPS 383.55 wx.Admin.Code. Report any component failure or maNunction to:
Name ot individua�or company: NOrthWeSt Sarlitary Pho„�: (715) 943-2650
���,�,,,,�„i,,,„,: Sawyer County Zoning P�,� 715-634-8288
���„e,,,me„�„���aa,ess: 10610 Main St. Suite 49 Hayward WI Z�p 54843
My defedive part of this system shall be repaired,replaced,or removed pursuant to SPS 383.51 (1),Wisc.Admin.
Code.Repair or replacement of failed or malfunctioning components shall comply with SPS 383,Wisc.Admin.Code.
No produd for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 3&4,Wisc.Admin.Code.
Contlnaencv Ptan
In the event that any failed Veatment component of lhis POWTS cannot be repaired,it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed mound dispersal component may be
re-constructed within the originally approved area after removal of all failed components.
System Abandonment
It use of this POWTS is CisconGnued, it shall be abandoned fn accordance wilh SPS 383.33,Wisc.Admin.Code.
METERS FEET
40 130 : . _. . ;_ ' . . ,.. _ , _ r
� WE15HH ' � � '� ` ,
! ' ; � i ' iSIZEIE%a SOLIDS�
120 � � i ._ ,. _..__.. _._---�.___---;- . . . ; .
, ; . , � ' � � �r � �'RPM. 3500 & ��
35 � � � � � � �1750 � i
, , .
110 ! � �� . ; _ � ._._._�: .._� .. �_.._. . _�. __. _... �. . . _� � ; �,
� INF2bH ' �� '� ! � � �� � SGPM � � � �
, � - -
100 ; . . _ . _ . . — - _ ._ ._ _ - -- -� -- -- -
30 � � ' �� � ��_ ;
SFT s , i , ;
' _. _.; . . :. _ ; _ . _ _ __ ; ._. "
90 ! IME13H _ _ _. _.� . __...___ ._�_;___ ,____ : # �
�.._
Q ' � : . � . ; _ _:
, . ��
w 25 � '
,
80 ` f
_.._ . _ - _. . . , ,._. ,.___---
. -,- �,_ __ . � --�----.- ,
;
_ �
�_ � �_
. � , . . _. . . . _.
u ,. , ,
,
� �o _ . , _w.__ �._�_�
___ ._.. �_.___ . .�_.,_ . _; _ ___ _ _. _. . _ ... .�.��.__�
�
„
__._...,�
Q �� O� I � � � i . . . .. .
� , . � . . . . -- � -
� bo � _ .. . ._.
, .__ _. _. . . _ . . r. _. ,
,
; �
o � ��� :
tnr�o . . . . . . ..
J � � � ' _ _ _ _ �
. < . . l _. . , , __ .�_�_._ .. .
� 15 50 � OSH " ' . .
� : _,' '
, ___ _._�
O . _ __ : �.
E— 40 , , . , . , , ;
, ,
, ,
; , .
10 30 „1AIFOSM- ' _ � i � __. __ �._
� . � � � '
;
5 2p iNEO ! _ .. _ _ :_. : _ ,
� � i ; _ --� _ _.._..� .. ....
10 ; _ . �M� . , . : � �
' '` ' ' f LI . :� ' �. �
0 00 10 20 30 4U SO 60 70 80 90 100 110 120 130 140 150 160 GPM
� i i i i i t i i i � i t i
0 5 10 15 20 25 30 35 m�/hr
CAPACITY
- b aKe Ch:pp��a �'`��a o` ''
90.�i
���� � ,
�,-Y� � 8�99N �� --" �—�
/ �" ��'
,.
.�`
�CAi.E: !"=So" _ — ' �
.�---- y
fl � • �; t2�/�� �
t----� �. �f � � -�
� S��-� --�! ,�,�`.� �"��
� � ; ws �
,� �
>%�F S�f�'y� See,ly�TMO�J,RR� �� US '}"
Aa p�
:,.a-a, C S�n� S9 A'7 f• 3��1 � ` 1,� 1
\ �
�O�JN aF �px-�ar
� � �
�e o..�r � S4.sy�r �d 7 �
9� \` \ .
� `�
/�N` � a
,
�
� a� , ,
f �
� r� � �
w �
,� A t
i 0� 1
O � I
� 1
[y e 1 ` 1
�I,�d�t! T;Y f Kv �C.�(7��r h{ qb � p r vJ.u.y
S�;( �-I�r�- ' � '
. •�' ' r
1�0
�M �-2 �� N� i1��;1t �j i � s4
,�y,, NL f� � � 'y.,•r
SC%""r '«' Y 1 � „a�J�t
1 t � 1
0
1 i �Ot ,
► I 9�M��o'teo ����
��` � � �
-- o e
"`�..,��OYl�e
`�'--,�,
�
t�