HomeMy WebLinkAboutSubsurface lnvestigation and OWTS Design 03.14.2018Rtt
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33 Fourü,heel Drive Rd
Csrbondole, C0 8ìó?t
970.309"5259
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March 14,2018 Project No. C1348
Robert Levin
robbie@leafpeople.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
3-Bedroom Residence
Lot 15, Ranch at Coulter Creek
Garfield County, Colorado
Robert,
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater
treatment system (OWTS) design for the subject residence. The property is located outside of
Carbondale, in an area where OWTSs are necessary. The location of the water line has changed from
our initial design documents dated February 11,2018. Other site planning features were further identified
and the site plan updated. All previous design documents should be discarded and replaced with design
documents dated March 14,2018.
Legal Description: Lot 15, Ranch at Coulter Creek
Parcel lD: 2391-072-01-015
SITE CONDITIONS
The property is currently undeveloped. A 3-bedroom residence is proposed. The development also
proposes an underground bunker which it intended to be used as a recording studio.
The residence will be served potable water by a community water system. The water line may not come
within 25-feet the septic tank or soil treatment area (STA) or within 1O-feet of any sewer line.
We have placed the septic tank downgradient of the proposed drywell. We recommend at least 1O-feet
of separation between the drywell and any OWTS component, The sewer line will cross a drywell
transport pipe. The pipes will be at different elevations and should not interfere with one another.
Elevations of each pipe should be identified prior to excavation.
The proposed STA location has an approximate five percent slope to the southwest. The proposed STA
is covered with native grasses and sage.
SUBSURFACE
The subsurface was investigated on December 18, 2018 by digging three soil profile test pit excavations
(Test Pits). A mini-excavator was used to excavate the test pits, A visual and tactile soil analysis was
completed by Carla Ostberg at the time of excavation.l
The materials encountered in the Test Pit #1 consisted of dark brown clay loam topsoil to 3.O-feet, underlain
tCarla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 2
by medium brown clay loam to a maximum depth explored of S.O-feet. No bedrock or groundwater was
encountered.
The materials encountered in the Test Pit #2 consisted of dark brown clay loam topsoil to 3,O-feet, underlain
by medium brown clay loam to a maximum depth explored of 6.5-feet. No bedrock or groundwater was
encountered.
The materials encountered in the Test Pit #3 consisted of dark brown clay loam topsoil to 3,O-feet, underlain
by medium brown clay loam to a maximum depth explored of 8.0-feet. No bedrock or groundwater was
encountered.
A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. The soil formed a ball
and a ribbon less 1 to 2-inches in length before breaking. Texture of the soil was both gritty and smooth.
Soil structure shape was blocky, soil structure grade was moderate above 3-feet and weak below 3-feet,
and consistence was friable to firm above 3-feet and extremely firm to rigid below 3-feet.
STA sizing is based on Soil Type 34, Clay Loam with weak structure grade. A long term acceptance
rate (LTAR) of 0.3 gallons per square foot will be used to design the OWTS, in accordance with
Table 10-1 Soil Type 3A presented in the Garfield County On-Site Wastewater Treatment System
Regulations, adopted April 14, 2014.
est Pit #1
Page 3
Test Pit #3 (note weak structure grade below 3-feet) sieved sample
DES¡GN SPECIFICATIONS
Desiqn Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD 14tn bedroom)= 525 GPD
LTAR = 0.3 GPD/SF
525 GPD / 0.3 GPD/SF x 0.8 (pressure dosed trenches)x 0.7 (chambers) = 980 SF
Only 3 bedrooms are proposed in the residence; however, sizing of the OWTS is based on a maximum
potential of 4 bedrooms. An average daily wastewater flow of 525 GPD will be used.
The system installation will include a 150O-gallon, two-compartmentValley Precast concrete septic tank
with a Orenco@ ProPak pumping system and PF3005 pump in the second compartment of the septic
tank. The floats must be set to dose approximately B0 gallons each pump cycle, allowing for
approximately 13 gallons of drain back into the septic tank after each pump cycle.
Page 4
Risers must be installed on the septic tank to bring access to grade. Handle extensions on both the
effluent filter and float tree must be installed if the riser height exceeds 1-foot. The control panel must
be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista
perform start up on the pumping system.
A 1.5-inch diameter Schedule 40 pump line must be installed from the pump to an Orenco@ automatic
distributing valve (ADV), model 6605, This pump line must have a minimum 1o/o grade for proper drain back
into the tank after each pump cycle. The ADV must be placed a high point in the system and be placed in
an insulated riser with access from grade. Screened rock must be placed below the ADV to support the
ADV and to assure the clear pipes existing the ADV remain visible for future inspection and maintenance.
Effluentwill be pressure dosed through 1.5-inch diameter pipes to five trenches, each with 17'Quick4'
Standard Plus lnfiltrator@ chambers, for a total of 85 chambers and 1020 square feet of infiltrative area.
There must be at least 6-feet of undisturbed soil between each trench. Effluent will be pressure dosed to
1.5-inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals
will have 5/32-inch diameter orifices facing up, with the exception of the first and last holes facing down
for drainage. Orenco@ Orifice Shields may be placed under each downward-facing orifice. The orifices
must be drilled 3-feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for
flushing. Valves may be placed in a valve box, accessible from grade, for access. lnspection ports must
be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve
box for access.
The component manufacturers are typical of applications used by contractors and engineers in this area.
Alternatives may be considered or recommended by contacting our office. Construction must be
according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit
provided by Garfield County Building Department, and this design.
REVEGETATION REQUIREMENTS
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other components needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials
should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be
checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or
leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
lf an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned
annually, or as needed. lf the OWTS consists of a pressurized pump system, we recommend the laterals be
flushed annually, or as needed.
Page 5
The homeowner should pump the septic tank every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES
lf design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of
freezing. The pump shall have an audible and visual alarm notification in the event of excessively high
water conditions and shall be connected to a control breaker separate from the high water alarm breaker
and from any other control system circuits. The pump system shall have a switch so the pump can be
manually operated.
Excavation equipment must not drive in excavation of the STA due to the potential to compact soil
Extensions should be placed on all septic tank components to allow access to them from existing grade
Backfill over the STA must be uniform and granular with no material greater than minus 3-inch.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLG must view the OWTS during construction. The OWTS observation should be
performed before backfill, after placement of OWTS components. Septic tanks, distribution devices,
pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic,
LLC should be notified 48 hours in advance to observe the installation.
LIMITS:
The design is based on information submitted. lf soil conditions encountered are different from conditions
described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be
according to the county regulations. Requirements not specified in this report must follow applicable
county regulations. The contractor should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working. Licensing of Systems Contractors
may be required by county regulation.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Reviewed By:
(ø-r,[æ üsrfurE '-$\
Carla Ostberg, MPH, REHS Richard H.
98662
Pump Selection fora Pressurized Sysbm -SingleFanilyResirlencePlo¡rt
Levin Residence
Parameters
300
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100
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Minimum Pump Requirements
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0'40'80'
Sæle: 't"'80'4"
-4
25'MIN. FROM WATER LINE
TO SEPTIC TANK
3.BEDROOM
RËSIDENCE
IO'MIN. FROM
TO SEWER
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TP3
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PROPOSED DRYWELL
LOCATTON (ROARtNG
FORK ENGINEERING)
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DRAWINGS MUST BE USED IN
CONJUNCTION WITH DESIGN
TETTER DATED O3/.I4lI8
lv2.0
33 Four Wheel Dr¡vs Road
Carbondale, Colorâdo 81623
Phone 970.309.5259
carla@allseruicesept¡c.com
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Levin Residence
Lot 15 Ranch at Couftêr Creêk
GãrfEld County, Colorado
Prcj€clNumb€r: C1348
Date: 02111118 I
Revsed: 02128118 I
ã::ä:5gii3åål w1 .0
Reviewed By: RHPI
Drawn Bv: ANM I Shest l of4
,'þ
PAI{ELS
4" OIA SDR-35 PVC SEWER LINE
W DOUBLE-SWEEP CLEANOUT
(MtN. 2% SLOPE TO TANK)x
AOV MODEL 6605 AT HIGH
POINT, ACCESSIBLE AT GRADE
1 50O.GALLON, 2-COMPARTMENT,
VALLEY PRECAST CONCRETE
SEPTIC TANK w/'ORENCO'
PUMPING SYSTEM IN
SECOND-COMPARTMENT
1.5" DIA SCH-40 PVC PUMP
LINE TO EACH TRENCH (MIN
1% SLOPE TO TRENCHES)
INSPECTION PORT AT BEGINNING
AND END OF EACH ROW
1.5' DIA SCH.4O PVC SUSPENDED
LATERAL WITH 5/32" DIA ORIFICES
FACING UP 3'O.C. FIRST AND LAST
ORIFICES FACE DOWN WITH AN ORIFICE
_ \ snrelo FoR DRATNAGE
\
END EACH LATERAL IN A 90" ELBOW
FACING UP WITH A BALL VALVE IN A
VALVE BOX FOR FLUSHING
\.\'l_5'DtA SCH.40 PVC
PUMP LINE TO ADV (MIN.
1Ol" DRAIN BACK TO TANK)'OUICK-4' PLUS STANDARD
CHAMBER TRENCHES. 5 ROWS
OF 17 CHAMBERS = 85
CHAMBERS = 1020 SF
/
0' 15' 30'
Scâle: l" = 30'{'
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33 Four Whêel Drive Road
Carbondale, Colorado 8'1 623
Phone 970.309.5259
carþ@allsoru¡cês€ptic.com#s
Levin Residence
Lot l5 Rânch at Coult€r Cre€k
Garf€ld Counly, Colorado
ProjsctNumber: C1348
Datez o2t11t'18 I
Rêv¡sed: O2l28l18 I
5å:ff::gi'3å'"1 wz.o
Revnwed By: RHPI
Drãwn Bv: ANM I shêêt 2 ôf4
$u.$ilrür33 Four Whed Drive RoadCarbondde, CdoEdo 81623Phone 970.309.5259æda@allsewiceseptic.@m^&'¡'lllilll¡w----=INFILTRATOREND PI.ATEGRAVELLESS 'OUICK.4'CHAMBER (4'x 3')1.5' DIA SCH-40 SEWEP.LINE TO EACH TRENCI.I1.5" OtA SCH 40EFFLUENT PIPE FROMSEP.]"|C TANKADV WTH ACCESS ATGRADESLIP-ON PVCDIA SDR.35DO NOT GLUEPLACED IN TOP PORÏINSPECllONPORTOF CHAMBÉR END PLATESINSULATEDTO OTHERTWO4',ïUNDISTURBEDsorLTRACER WIREFINISHED GRADETRENCHES2' min_l4" OA SDR-35 TNSPECT|ONPORT AT BEGINNING ANDEND OF EACH TRENCH4" DIAIMITSEWER LINE:XCAVATIONEND EACH LAIERAL IN A 90' LONGSWEEPING ELL FACING UP W¡TH A BALLVALVE IN A VALVE BOXACCESSIBLE ATGRADE1.5" DIA SCH.4O PVC SUSPENDED LATERALWTH 5/32' üA ORIFICES AT 3' O.C. FACINGUP. FIRSTAND LASÎ ORIFICÉS FACE DOWNWTH AN ORIFICE SHIELD FOR DRAINAGÊ'QUtCK-4'3USPEND LATERALS WTHZP-TIES TO UNDERSIDE3F CHAMBERSCHAMBER (4'x 3')SCARIFY SURFACETO TANKHOUSE/-^ STA SECïONVir----rEEEINSTALL FLUSHINGVALVE ECCENTRIC TOCENTER OF VALVE BOX10" DIA VALVÊ BOXWITH SECURED LIDSMALL VALVE COVERBOX OR IRRIGATONVALVE BOX AT GRADE30" DIAMETER PVC1.5' PVC SLIP X MALEPIPE THREADADAPTOR W/CAPRISERCAP OR THREADED1.5" DIA BALLVALVECLEANOUT ASSEMBLYAUTOMATICDISTRIBUTINGVALVE ASSEMBLY1.5" DtA SCH-40 PVCLONG SWEEP 90" ELBOWCOMPACTBASE TO SUPPORTBOX4' PVC PIPE CUT TOFITFROMPUMPINGEND CAPUSE HOLE SAW TOCUT THRU TOP OF1.5" DtA SCH-40PVC INLET ANDOUTLETS1.5" DtA SCH-40 PVCSUSPENDED LATERALEND\yLevin ResidenceLot 15 Ranch at Coulter CreekGarfeld County, Cdo€doPrclect Number C1348Dalei 02l'11118 IRevised: O2l28l18 I5:rå*3ii3åål wg.oReviewed By: RHPIDrawn Bu ANM I Sheet 3 of4
33 Four Whed Drive RoadCarbondde, CdoEdo 11623Phone 970.309.5259€rla@al¡seryiæseplic.æm0Lta$Iirff{¡4FDESIGN3.BEDROOiI RESIDENCE (POSSIBLE FUTURE 4TH BEDROOM)(75 GAUPERSOT!/DAY x 2 PERSONS/BEoROOM x 3 BEDROOMS) + 75GAUPERSON/DAY (4TH BEDROOM) = 525 GAUDAYWASTEWATER FLOW = 525 GAUDAYTANK:MIN. 1250 GALLONS + 250 GALLONS PUMP CAPACITYUSE IsOO.GALLON, TWO-COMPARTMENT CONCRETE SEPÏC TANKSOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 9.3 GAU SO FTCALCULATED STA = Q/LTAR = 525 / 0.3 = 1750 SFPRESSURE DOSED, TRENCHES = 1750 SF X 0.8 = 14OO SFGHAMBERS = 1400 sF X 0.7 = 980 SF / 12 SF / CHAMBER = 82 CHAMBERSFIVE GRAVELLESS CHAMBER TRENCHES.I7 'QUICK 4' CHAMBERS IN EACH TRENCHTOTAL 85 'QUICK 4' CHAMBERSSOIL PROFILE TEST PIT NO. 1SOIL PROFILE TEST PIT NO. 2SOIL PROFILE TEST PIT NO. 3LEGENDf: topsoilf,] oavtoamU1DARK BROWN CLAYTOPSOILDARK BROWN CLAY TOPSOILDARK BROWN CLAY IOPSOIL23FllllllL!|-fLuoMEDIUM BROWN CLAY LOAM WTHWEAK STRUCTURE GRADEMEDIUM BROWN CLAY LOAM wlTHWEAK STRUCTURE GRADEMEDIUM BROWN CLAY LOAM W|THWEAK STRUCTURE GRADE45oI910NO GROUNDWATER OR BEDROCK ENCOUNIEREDDURING EXCAVA'TION11 SOIL LOGSììììÈLevin ResidenceLot l5 Ranch at Coulter CEekGarñdd County, CdoEdoPrcjectNumben C1348Date: OZ11l18 IRevised: 02/28J18 IS:ä:ågi'3åål W¿.0Reviewed By: RHdDEwn Bv: ANM I Sheet 4 of4
Item #
{500T-2GP-Hll
íSOO Gallon Top $eam
Two Gompartment
with l{igh llead Pump
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DESIGN NOTESr Design per performonce test per ASTM
c1227. Top surfoce oreo 62.55 ftz¡ fc @ 28 do)æ; concrete = 6,000 PSI
Min.
lnstollotlon:¡ Tonk to be set on 5" mìn, sond bed or
peo grovelr Tonk to be bockfllled unlformly on oll
sides ln lifts legs thon 24' ond
mechonicolly compocted¡ Excovoted moteriol moy be used for
bockllll, provided lorge stones ore
removed¡ Excovotlon should be dewotered ond
tonk filled with woter prior to belng put
in service for instollotion with woter
toble less thon 2' below grode¡ Meets C1644-O6 for resilient connectors¡ lnlet ond Outlot identified obove pipe¡ Dellvered complete with internol plpingr PVC risers ovoilobler Secondory sofety screen ovoiloble with
PVC riser
2fFC|EAÐ
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24" Minimum
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7i l'
ALLOWABLE BURY
(Bosed on Woter Toble)
WA'IER TABLE ALLOWAELÈ.
FARTI{ FII I
0'- 0'5'- 0'
1'- 0'J'- 0'
2'- O'4'- o"
J'- o"4'-o'
DRY 4'-o'
Section Punp:r LowrcTSSandlmpoveodllucnú
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View
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Dlgging Specs lnvert Dimensions Net Copocity Net tlleight
Min.
15' Long x 8' Wide
56" below inlet
lnlet Outlet width lnlet Side Outlet Totol Lid Tonk Islol
s6"7J'iJz'68"92"1002 gol gol 1509 gol 3600 lbs .l1180 lbs 14980 lbs
1I
Water &
Wasûewater
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Emall : ftonUesk@wlle¡prcætcomPRECASI¡Inc. osouco
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Biotube@ ProPak Pump PackagerM
60-Hz Series Pump Packages
Control panel
General
Orenco's Biotube@ ProPaK" is a complete, integrated pump package for
filtering and pumping effluent from septic tanks, And its patented pump
vault technology eliminates the need for separale dosing tanks.
This document provides detailed information on the ProPak pump vault
and filter, 4-in, (100-mm) 60-Hz turbine effluent pump, and control panel.
For more information on other ProPak components, see the following
0renco technical dæuments:
o Float Switch Assemblies (NSU-MF-MF-1)
o Discharge Assemblies (NTD-HV-HV-I )
o Splice Eoxes (NTD-SB-SB-1)
. External Splice Box (NTD-SB-SB-'| )
Applications
The Biotube ProPak is designed to filter and punrp effluerrt [o eillrur
gravity or pressurized discharge points. lt is intended for use in a septic
tank (one- or two-compartment) and can also be used in a pump tank.
The Biotube ProPak is designed to allow the effluent filter t0 be removed
for cleaning without the need to remove the pump vault or pump, simpli-
fying servicing.
Complete packages are available for on-demand or timed dosing sys-
tems with flow rates of 20, 30, and 50-gpm (1.3, 1,9, and 3.2 Usec),
as well as with 50 Hz and 60 Hz power supplies,
Standard Models
BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPPSOTDA,
BPPsOTDD-SX
Product Gode Diagram
BPP t Itr-t-
External splice box
(0ptional; internal splice
box comes standard,)
Riser lid
(not included)
Float
Riser (not
included)
Discharge
assembly
Pump
liquid end
Pump motor
bracket
Support pipe
Pump vault
Float stem
Floats
Float collar
Vault inlet holes
4-in. (100-mm)
turbine effluent pump
Biotube@ filter
cartridge
Standard options:
Blank = 57-in. (1 448-mm) vau¡t height, internal
splice box, standard discharge assembly68 - 68-in.(1727-mm)vaultheightSX = external spllce box
CW = coldweatherdischargeassembly
DB = dralnbackdischargeassemblyQ = cam lock
MFV = n0n-m€rcuryfloat
Control panel appl¡cation:
DD = demand-dosing
T0A = timed-doslng, analog timer
TDD = timed doslng, dlgital timet elapsed tlme
meter & counters
BiotubP ProPakrv pump package components.Pump flow rate, nominall
20 = 20 gpm (1.3 Usec)
30 = 30opm(1,9Usec)
50 = 50 Spm (3.2 Usec)
Biotubo@ ProPak" pump vault
orenco Systemso lnc. ,814 AlMay Ave., Sutherlin,0R 97479 USA . 800-348-984:l . 541-459-4449 o wwworenco,com ]{TD-BPP-I
Rev. 1.2, @ 08/14
Page 1 of 4
Orenco , Technical Data Sheet
ProPaK' Pump Vault Biotube@ Filter Cartridge
Materials of Construction Materials of Construction
Vault body Polyethylene Filter tubes Polyethylene
Support pipes PVC Cartridge end plates Polyurethane
Dimensíons,in. (mm)Handle assembly PVC
A - Overall vault height 57 (1448) or 68 (1727) Dimensions, in. (mm)
B - Vault diameter 17.3 (439)A - Cartridge heighl 18 (454
C - lnlet hole height 1e (475)B - Cartridge width 12 (305)
D - lnlet hole diameter (eight holes total)2 (50)Performance
E - Vault top t0 support pipe bracket base 3 (76)Biotube@ mesh opening 0.125 in. (3 mm).
F - Vault bottom to filter cartridge base 4 (102)
I
D
AC
T-
E
B
ProPakrM pump vault (shown with Biotuþe filter and effluent pump)
Total filter flow area 4.4 ft'z (0.4 n'zl
Total filter surface area 14.5 ft'z (1 .35 m'z)
Maximum flow rate 140 gpm (8.8 Usec)
.0.062-¡n. (1,6-mm) filtil mæh ava¡lable
F_ B ___¡
Biotubf filter cartridge (shown with float switch assembly)
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Orenco Systemso Inc, ,814 Airway Ave,, Sutherlin,0R S7479 USA . 800-348-9843 o 541-459-4449 o www.orenco.com
Technieal Data Sheet Orenco
4-in. (100-mm) Turbine Effluent Pumps
0renco's 4-in. (100 mm) Turbine Effluent Pumps are constructed of
lightweight, corrosion-resistant stainless steel and engineered plastics;
all are field-serviceable and repairable with common tools. All 60-Hz
PF Series models are CSA certified to the U.S. and Canadian safety
standards for effluent pumps, and meet UL requirements.
Power cords for Orenco's 4-in. ('100-mm) turbine effluent pumps are
Type S00W 600-V motor cable (suitable for Class '1 , Division 1 and 2
applications).
Materials of Construction
Discharge:Stainless steel or glass{illed polypropylene
Dischargebearing: Engineeredthermoplastic(PEEI$
Diffusers:Glass{illed PPO
lmpellers:Acetal (20-, 30-gmp), Noryl (50-gpm)
lntake screens:Polypropylene
Suction connection: Stainless steel
Drive shaft:300 series stainless steel
Coupling:Sintered 300 series stainless steel
Shell 300 series stainless steel
Luþricant:Deionized water and propylene glycol
Specifications
Pump Gurves
Pump curves, such as those shown here, can help you determine
the best pump for your system, Pump curves show the relationship
between flow (gpm or Usec) and pressure (lDH), providing a graphical
representation of a pump's performance range. Pumps perform best
allhetr nominalflow rate, measured in gpm or Usec.
FIow in liters per second (Usec)
0.63 r.26 1.89 2.52 3.15 3.79 4.42
140
PFZ/¿ÆÆll
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Nom. flow
gpm (lJæc)
Lengül
in, (mm)
Weight
lb ßs)
Discharge lmpellets
in., nominal 1 t0 20 30 40 50 60 70
Flow in gallons per ninute (gpn)
20 (1,3) 22.5 (572) 26 (11) 1,25 4
30 (1.9) 21.3 (541) 25 L¿3
50 (3.2) 20.3 (516) 27 (12) 2.00
3
2
Performance
Nom. floq hp (l(W)
gpm (Usec)
Design
flow amps
Rated
cycleVday
Min liquid
level, in. (mm) 2
20 (1.3) 0.5 (0.34 12.3 300 18 (457)
30 (1.e) 0.5 (0.34 11.8 300 20 (508)
50 (3.2) 0.5 (0.34 12.1 300 24 (610)
1 D¡scharge is fenale NPT threaded, U.S. n1ninal size, to acconmodate )rencP discharge
hlse and valve assembl¡es. Consult y\u orenc, D¡stt¡but1r ab\ut littings to connect discharge
assembl¡es t0 netric-s¡zed pip¡ng.
, M¡nimun l¡quid level ls for slngle punps when installed ¡n an 1renc|BiotubP PrcPakrM Pump
Vault.
Orenco Systemso lnc. ,814 Ainivay Ave,, Suthedin,0R 97479 USA ¡ 8ül-3¡18-984i| o 54t-459-¡!gg . www.oÌenoo,com 1{TO.BPP.I
Rev. 1.2, @ 08/14
Page 3 of il
Control Panel (Demand Dose)
0renco's ProPaK" demand dose contol panels are specifically engineered
for the ProPak pump package and are ideal for applications such as
demand dosing from a septic tank into a conventional gravity drainfield.
Materials of Construction
Control Panel Oimed Dose)
Orenco's ProPak timed dose control panels are specifically engineered for
lhe ProPak pump package and are ideal for applications such as timed
dosing from a septic tank into a pressurized drainfield or mound, Analog or
digital timers are available.
Materials of Construction
Enclosure UV-reslstant fiberglass, ULType 4X Enclosure UV-resistant fiberglass, UL Type 4X
Hinges Stainless steel Hinges Stainless steel
Dimensions,in. (mm)Dimensions, in. (mm)
A - Height 11.5 (2e0)A - Height 11.5 (2e0)
B - Width e.5 (240)B - Width e.5 (240)
C - Depth 5.4 (135)C - Depth 5.4 (135)
Specifications Specifications
Panel ratings 120V,314 hp (0.56 kW, 14 A, single phase, 60 Hz Panel ratings 120U,3/4 hp (0.56 kW,144, single phase,60 Hz
1 . Motor-start contactor 16 FLA, t hp (0.75 kW), 60 Hz; 2.5 million cycles
at FLA (10 million at 50% of FLA)
Dual-mode Programmable for timed- or demand-dosing
(digital timed-dosing panels only)
2. 0ircuit 120 V, 10 A, 0FF/0N switch, Single pole hreakers
3. Toggle switch Single-pole, double-throw HOA switch, 20 A
4. Audio alarm 95 dB at 24 in, (600 mm), warble{one sound, UL
Type 4X
5. Audio alarm 120 V automatic reset, DIN rail mount silence
relay
6, Visual alarm 718-in. Q2-nm\ diameter red lens, "Push{o-silence,"
1 20 V LED, UL Type 4X
Control panel, demand-dose
1 20 V repeat cycle from 0.05 seconds to 30
hours. Separate variable controls for OFF and
0N time periods
120-V programmable logic unit with built-in LCD
screen and programming keys. Provides control
functions and timing for panel operalion
2. Motor-start contactor 16 FLA, t hp (0.75 kW),60 Hz; 2.5 million cycles
at FLA (10 million at 50% of Fl-A)
3. Circuit breakers 1 20 V 10 A, 0FF/0N switch. Single pole 120 V
4. Toggle Switch Single-pole, double-throw H0A switch, 20 A
5. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL
Type 4X
6. Visual alarm 7 /B-in. 122-mn) diameter red lens, "Push-to-silence",
1 20 V LED, UL Type 4X
Control panel, timed-dose (digital timer model shown)
1a, Analog timer
(not shown)
1b. Digital timer
(shown below)
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Rev.1.2, @ 08/14
Page 4 ol 4
orenco Systems@ lnc. ,814 Airway Ave,, Sutherlin,0R S7479 USA o 800-348-9843 . 541-459-4449 . www.orenco,com
PF Series 4*-inch (1 00-mm)
Submersible Etfluent Pumps
Applications
Our 4-inch (100-mm) Submersible Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic tanks or
separate dosing tanks. All our pumps are constructed of lightweight,
corrosion-resistant stainless steel and engineered plastics; all are field-
serviceable and repairable with common tools; and all 60-Hz PF Series
models are CSA certified to the U.S, and Canadian safety standards for
effluent pumps, meeting UL requirements,
Orenco's Effluent Pumps are used in a variety of applications, including
pressurized drainfields, packed bed filters, mounds, aerobic units, effluent
irrigation, effluent sewers, wetlands, lagoons, and more. These pumps
are designed to be used with a Biotube@ pump vault or after a secondary
treatment system.
-
Discharge Connection
-
Bypass Orifice
Franklin
Liquid End
-
Suction Connection
Franklin
Super Stainless
Motor
Featu res/Specif ications
To specify this pump for your installation, require the following:
¡ Minimum 24-hour run-dry capability with no deterioration in pump life
or performance*
¡ Patented 1Æ-inch (3-mm) bypass orifice to ensure flow recirculation
for motor cooling and to prevent air bind
. Liquid end repair kits available for better longlerm cost of ownership
. TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm
(0.6, 1.0, 1.3, and 1.9 Usec) models; floating stack design on 50 and
75 gpm (3.2 and 4.7 Usec) models
¡ Franklin Electric Super Stainless motor, rated for continuous use and
frequent cycling
. Type S00W 600-V motor cable
. Five-year warranty on pump or retrofit liquid end from date of manu-
facture against defects in materials or workmanship
" N^t applicable for í-hp (3.73 kW models
Standard Models
See specifications chart, pages 2-3, for a list of standard pumps, For
a complete list of available pumps, call Orenco,
Product Gode Diagram
PF t _tt l
Cord length,
Blank = 1030 =30
Voltage, nameplate:
1 = 1151 200 = 2692=230t 4 =460
ft (m):+(3) 20 = 20 (6)(s) 50 = s0(15)
Frequency:
1 = single-phase
3 = three-phase
(0.37)
(0.75)
(1.50)
(3.73)
05 = 1/zhþ
10=1hÞ
20 = ZhP
50 = 5hp
Horsepower ftW):
03 = %hp(0.25)
07 = %hp(0.56)
15 = 1-/zhp(1.1
30 = 3l1p Q.24]l
60 Hz
60 Hz
5 = single-phase 50 Hz
1)
Nominal flow, gpm (Usec):
10=10
20=20
50=50
(0.6)
(1.3)
(s.2)
15=15
30=30
75=75
(1.0)
(1.e)
(4.71
"(D:. @
LRAO980
LFì2O53896
Powered by
Fnanklin Electnic Pump, PF Series
- ,á-hp (0.37kW) only
1220 volts for 50 Hz pumps
tNole: 20-f0ot c0rds are available only for slngle-phaso pumps through 1-1é hp
orenco Systemso lnc. ,814 Airway Ave., Sutho¡lin,0R 97479 USA . 800-3/E-gr8i4:¡ . 541-459-4449 . www.orenco,com NTD-PU-PF-1
Rev.2,2, @ 09/14
Pâge 1 of 6
Specifications, 60 Hz g
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Pump Model
PFl 0051 1 10 (0.6) 0,50 (0.34 1 1 15 120 12.7 12.7 6 1 % in. GFP 23.0 (660) 16 (406) 26 \121 300
PF1 0051 2 10 (0.6) 0.50 (0.34 1 230 240 6.3 6,3 6 1 /¿ in. GFP 23,0 (660) 16 (406) 26 (12\ 300
PF10053200 10(0,6) 0.50(0.34 3 200 208 3.8 3.8 6 1lz¿in.GFP 23.0(660) 16(406) 26(12) 300
PF1007124'5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1¿¿ in. GFP 25.9 (658) 17 (432) 30 (14) 300
PF10073200 4,s 10 (0.6) 0.75 (0.56)3 200 208 5.'l 5.2 I 1 1z¿ in. GFP 25.4 (645\ 17 (432) 31 (14) 300
PF10101216 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 9 1/¿in,GFP 27,9V09) 18(457) 33(15) 100
PF10'1032005,6 10(0.6) 1.00(0.75) 3 200 208 5.5 5.5 9 1lz¿in,GFP 27.3(693) 18(457) 37(n 300
PF102012c6'7,8 10(0.6) 2.00(1.49) 1 230 240 12J 12.1 18 1/¿in.SS 39.5(1003) 22(5591 48Q2) 100
PF1020325'6,8 10(0.6) 2.00(1.49) 3 230 240 7.5 7.6 18 1/qin.SS 37.9(963) 20(508) 44Q0) 300
PFl 0203200 5,6,8 10 (0.6) 2.00 (1 ,49) 3 200 208 8.7 8.7 1 I i /c in. SS 37.9 (963) 20 (508) 44 e0) 300
PFl 5031 1 15 (1 .0) 0.33 (0.25) 1 1 15 120 8.7 8,8 3 1 1z¿ in. GFP 19.5 (495) 15 (380) 23 (10) 300
PF1 5031 2 15 (1 .0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 1z¿ in, GFP 19.5 (495) 15 (380) 23 (10) 300
PF20051 1 20 (1 .3) 0.50 (0.34 1 1 1 5 120 12.3 12.5 4 1 lq in. GFP 22.3 (566) 18 (457) 25 (1 1) 300
PF200512 20 (1.3) 0,50 (0.34 1 230 240 6.4 6,5 4 llqtn.GFP 22.51572) 18 (457) 26 (12) 300
PF20053200 20 (1 .3) 0,50 (0.37) 3 200 208 3.7 3.8 4 1 lq in. GFP 22.3 (566) 18 (457)26 (12) 300
PF2010124,5 20 1 .00 (0.75) 1 230 240 10.5
PF20103200 4'5 20 (1.3) 1.00 (0.75) 3 200 208 5.8
10.5
5.9
7
7
1 1z¿ in. GFP
1ltin.GFP
28.4 (t21)
27.8 (t06)
20 (508)
20 (508)
33 (15) 100
33 (15) 300
PF2015124's 20 (1.3) 1.50 (1.11)1 230 240 12.4 12.6 9 1 % in. GFP 34.0 (864) 24 (610) 41 (19) 100
pF201S32004,5 20(i.3) 1.S0(1.11) 3 200 208 7.1 7.2 9 1ll¿in.GFP 30.7(780) 20(508) 35(16) 300
PF30051 1 30(1.e) 0.50(0.34 1 115 120 11.8 11.8 3 1%in.GFP 21.3(541) 20(508) 28(13) 300
PF30051 2
PF30053200 30 (1.9) 0.50 (0.34 3 200 208 3,6 3.6 3 1 /¿ in. GFP 21.3 (541) 20 (508) 25 (1 1) 300
30 (1.9) 0.50 (0.34 1 230 240 6.2 6.2 3 1 l/¿ in. GFP 21.3 (541) 20 (508) 25 (11) 300
PF30071 2 30 (1.9) 0.75 (0.56) 1 230 240 8,5 8.5 5 1 % in. GFP 24.8 (630) 21 (533) 29 (13) 300
PF30073200 30 (1 .e) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 lc in. GFP 24.6 1625) 21 (533) 30 (14) 300
PF3010124 30(1.9) 1.00(0.75) 1 230 240 10.4 10.4 6 1%in.GFP 27.0(686) 22(559)32 (15) 100
PF30103200 4 30 (1 .9) 1 .00 (0.75) 3 200 208 5.8 5.8 6 1 1z¿ in. GFP 26.4 \671) 22 (559) 33 (15)300
PF3015124'5 30(1.9) 1,50(1.11) 1 230 240 12.6 12.6 I 1/¿in.GFP 32.8(833) 24(610) 40(18) 100
PF301532004,5 30(1.9) 1.50(1.11) 3 200 208 6.9 6.9 I 112¿in.GFP 29.8V5n 22þ59)34 (15) 300
PF3015344'5 30(1.9) 1.50(1.11) 3 460 480 2.8 2.8 8 1/¿in.GFP 29.5(685) 22(559) 34(15) 300
Pt3020125'6,7 30 (1 .9) 2.00 (1 .49) 1 230 240 1 1 .0 1 1 ,0 10 1 1/c in. SS 35.5 (902) 26 (660) 44 (201 100
pF30203200 r 6 30 (1 .9) 2.00 (1 .49) 3 200 208 9.3 9,3 1 0 1 l/¿ in, SS 34.0 (864) 24 (61 0) 41 (1 9) 300
PF3030125,6'7'8 30(1.9) 3.00Q.23) 1 230 240 16.8 16.8 14 1/¿in.SS 44.5(1130) 33(838) 54Q.4) 100
PF3030325,6'8 30(1.9) 3.00(2.23) 3 230 240 10.0 10.1 14 112¿in.SS 44.3(11251 27(686) 52Q.4) 300
pF30501 2 s,6, 7, I 30 (1 .s) 5.00 (3.73) j 2s0 240 2s.6 2S.8 23 1 t/¿ in. SS 66.5 (1 6s9) 53 (1346)82ßn 100
pFg0b0g2b,6,B 30(1.9) S.00(9.79) 3 230 240 .16.6 16.6 2g 1tl¿in.SS 60.8(1b44) 48(1219) 66(30) 300
PF30503200 5'6,8 30 (1.9) 5.00 (3,73) 3 200 208 18.7 18.7 23 1 1z¿ in. SS 60.8 (1544) 48 (1219) 66 (30) 300
PFs0051 1 50 (3.2) 0.50 (0.37) 1 1 15 120 12j 12j 2 2 in. SS 20.3 (516) 24 (61 0) 27 (12) 300
PF50051 2 50 (3.2) 0,50 (0,34 1 230 240 6.2 6,2 2 2 in. SS 20.3 (516) 24 (610) 27 \121 300
PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20,3 (516) 24 (610) 28 (13) 300
PF50053200 50 (3.2) 0.50 (0.34 3 200 208 3.7 3.7 2 2 in. SS 20.3 (51 6) 24 (610) 28 (13) 300
50 (3.2) 0 50 (0.34 3 460 480 1 .5 1 .5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300PF500534
PF50071 2 50 (3.2) 0.75 (0.56) 1 230 240 8,5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300
PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.e 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300
PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300
1{TO-PU-PF-1
nev.2.2,@ 09114
Pâge 2 of 6
0renco Systemso lnc, ,814 Ainuay Ave., Sutherlin,0R 97479 USA . 800-348-9843 . 541-459-4449 . www.orenco,com
Technical Data Sheet Orenco
Specifications, 60 Hz (continued)
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50 (3.2) 0.75 1.8 2 in. SS 34.8 (884) 25 (63s) 31 (14) 300
PF501 01 2 50 (3,2) 1 .00 (0,75) 1 230 240 10.1 10,1 4 2 in, SS 27.0 (686) 26 (660) 35 (16) 100
PF50103200 50 (3,2) 1 .00 (0.75) 3 200 208 5,7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300
50 (3,2) 1 .00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300
PF5015124 50(3.2) 1.50(1.11) 1 230 240 12.5 12.6 5 2in.SS 32.5(826) 30(762) 41 (19) 100
PF501 034
PF501532004 50 (3,2) 1.50 (1.11)3 200 208 7 .0 7 ,0 5 2 in. SS 29.3 V44) 26 (660) 35 (16) 300
PF50301 2 4,5,7,8 50 (3.2) 3.00 (2.23) 1 230 240 17 .7 17 .7 I 2 in. SS 43.0 (1092) 37 (940) 55 (25) 1 00
PF50303200 4'5,8 50 (3.2) 3.00 (2.23) 3 200 208 13,1 '13.1 I 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300
PF503034 4,5,8 50 (3.2) 3.00 (2.23)3 460 480 5,3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300
PF505012 5,6,i,8 50 (3.2)5.00 (3.73) 1 230 240 26.2 26,4 13 2 in. SS 65.4 (1tj61) 55 (1397) 64 (zel 300
PF505032 5,6,7,8 50 (3.2) 5.00 (3.73) 3 230 240 16.5 1 6.5 13 2 in. SS 59.3 (1 506) 49 (1245) 64 (291 300
PF751012 75 Ø.n 1 .00 (0.75) 1 230 240 9.9 10.0 3 2 in, SS 27.0 (686) 27 (686) 34 (15) 100
PF751512 75$.n 1 .50 (1 .1 1) 1 230 240 12J 12.3 4 2 in, SS 33.4 (848) 30 (762) 44 (201 100
Specifications, 50 Hz
Pump Model
PF100552 10 (0.6) 0.50 (0.34 1 220 230 3.9 4.1 6 1 /¿ in. GFP 23.0 (584) 17 (432) 26 (12\ 300
PF100752 4'5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 /¿ in. GFP 26.8 (658) 17 (432) 30 (14) 300
PF1015525,6 10(0,6) 1.50(1.11) 1 220 230 10,5 11.4 18 1/¿in.SS 39.5(1003) 22(559) 46Ql) 300
PF300552 30 (1 .9) 0.50 (0.34 1 220 230 4.1 4.1 4 1 lq in. GtP 22.5 (574 19 (483) 26 (12) 300
PF300752 30 (1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 /¿ in. GFP 24.8 (630) 19 (483) 29 (13) 300
PF301 052 30 (1.9)1 .00 (0.75) 1 220 230 7 .4 7 .4 7 1 lq in. GFP 28.4 (/21) 20 (508) 32 (1 5) 1 00
PF3015524'5 30(i,9) 1.50(1.11) 1 220 230 9,3 9.3 I 1/¿in.GFP 35.4(899) 24(610) 40(18) 100
PF500552 50 (3.2) 0.50 (0.37) 1 220 230 4 0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300
PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300
PF501 052 50 (3.2) 1 .00 (0.75) 1 220 230 7 .3 7 .4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100
PF501 552 50 (3.2) 1 .50 (1 .1 1) 1 220 230 9,1 9,1 5 2 in, SS 32.5 (826) 30 (762) 42 (191 100
Pt751052 75 (3.21 1 .00 (0.75) 1 220 230 7 ,3 7 .3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100
D¡str¡butor abaÍ f¡ttings t0 clnnect h1se and valve assenblies t0 mett¡c-s¡zed p¡ping.
0renco for nore informat¡on.
3 We¡ght includes caft1n and 10-ft (3-m) c1rd.
4 High-pressure discharge assenbly required.
5 D0 not use canl1ck 1pt¡on (Q) on discharge assembly.
6 Custon discharge assenbly requlred for these pumps. Contact qrenco.
7 Capacitor pack (s1td separately 0r installed in a custon c1nt1l pane| rcquired l0r this pump, C1ntact orenco.
8 Torque llcks are available f1r all punps, and are suppl¡ed wllh s'hp and ,-hp punps.
IÍTD-PU-PF-1
Rev,2.2, @ 09/14
Page 3 ol 6
orenco Systemso lnc, ,814 Airway Ave,, Sutherlin,0R 97479 USA . 800-3¡18-98¡lÍl . 541-¡lfi9-4449 . www.orenco,com
Materials of Gonstruction
Discharge Glass{illed polypropylene or stainless steel
Dischargebearing Engineeredthermoplastic(PEE$
Diffusers
lmpellers
Glass{illed PPO (Noryl
Celcon@ acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3
lntake screen Polypropylene
Sucti0nconnection Stainlesssteel
Drive shaft 7/16 inch hexagonal stainless steel, 300 series
Coupling Sintered stainless steel, 300 series
Shell Stainless steel, 300 series
Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically
scalcd motor housing ensures moistureJree windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single-
phase motors and 200 and 230 V 3-phase motors equipped with surge anestors for added security. Single-phase motors through 1.5 hp
(1 .1 1 kW have built-in thermal overload protection, which trips a|203-221' F (95-1 05" C).
Using a Pump Curve
A pump curue helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure
(total dynamic head, or TDH), providing a graphical representation of a pump's optimal peformance range. Pumps perform best at their nominal
flow rate - the value, measured in gpm, expressed by the flrst two numerals ln an Orenco pump nomenclature. The graphs ln thls sectlon show
optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line, For the most accurate
pump specification, use 0renco's PumpSelect'" software.
Pump Curvesn 60 Hz Models
PFl5 Seiles,60 H2,0.3
36912151821
FIow in gallons per ninute (gpml
160
140
120
100
80
60
40
20
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16 0 24
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Page 4 ol 6
orenco Systemso lnc.,814 Airway Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 . 541-459-4449 . wwworonco.com
\l(D'çl-I\Iı'S¡ÞS¡ñiaIcÞ(DÈ|¡oToIJoqct)o+N=cCL!¿v,CIcJ=!:r¿F(DCL---l.ol\¡ov,(D.Dv,o¡oê('tI(,lf-!f.¡oU'(D=,(DIctto+PItlrre'ElIit:l!;ll!(.te6t:.-ttII!l:tII/IILI'uìraEãEıaaÀÈqüË8(È(È- .,,È5oÞq!gr!.'U'(D(Dv,cttoo¡¡r-tIoìrANESo(QoetÊoct,ÈgTDÈo=.o$o(Ê-Èæso@ooouoss?FþEE @!qoT-@!=>ToèrTotal dynamic head (TDH) in leettst$(d(¡rÈÞ60uoue50('!oooeoooooTotal dynamic head (TDH) in Íeetrsc¡)Þ6ct{æ@oooooooooooTotal dynanic head (TDH) in feetISI$(^t(¡¡Þ('to60groq9oooooooooooììar$loÈta t{$SÞ(rtÈ(D6-ìoÈË8tDE-:æo(oÕoãoou,øoøêf,-æàÞ=ÐÞo¡.2ooÐ@à(9chaoIoÀæ(oæÀogl¡ùqaÊÀ5(l)É=Éêıo9ooo(Jl<>gl1Solsu(¡¡o(^)uÞoììaEÈlee¡aat,!(ÞS(È¡e-ÈÈ!:rèu,(D.Dçtê)ê¡{PlJl(t¡êIt:I.!6è5Il,'t.IIll tVIEEIoTotal dynanic head (TDH) in feet1$9OÞC'lo)\¡ætþooooeoooÕoooeooooo
Pump Gurves, 50 Hz Models
Flow in gallons per mínute (gpn),1.6 3.2 4.8 63 7.9 9.5
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240.9 00.1
Flow in gallons per minute (gpm),7.5 16 24 32 40 48
0.4 03 1.2 1$ 2.0
FIow in íiters per socond (Usec)
FIow in gallons per minute (gpn), nominal1019æ3848n677686
45
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FIow ín liters per second (Usec)
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Page 0 of 6
0ronco Systemso lnc.,814 Ain¡vay Ave,, Sutherl¡n, 0R 9747S USA . 800-348-9843 . 541-459-4449. wwwo¡enco.com
This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN
CNTENA, cøll Orenco Systems, Inc. at 1-800-348-9843
Orenco Automatic D¡stributing
Valve Assemblies
ã.-,ñtG
O¡enco Systems'
lncorporâtêd
1-800-348-9843
For Wastewater Effluent Systems
Introduction
Orenco's automatic distributing valve assemblies, pressurized with small high-head effluent
pumps, are useful for distributing effluent to multiple zones. These zones can be segments
of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing
valve assemblies can substantially simpliff the design and installation of a distribution sys-
tem and reduce installation costs. This is particularly true where a diskibuting valve assem-
bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a
reduction in long term operation and maintenance costs is realized due to a reduced size
andlor number of pumps. More even distribution can be achieved on sloping sites by zoning
laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib-
ution of effluent that occurs at the beginning of a cycle.
Valve Operation
The valve itself has only a few moving parts, requires no electricity, and alternates automati-
cally each cycle. Refer to Figure I for the following valve operation description. The flow
of the incoming effluent forces the rubber flap disk O to seat against the valve bottom Ø.
The opening @ in the rubber flap disk aligns with an opening in the valve bottom to allow
flow to only one valve outlet. The stem G) houses a stainless steel spring which pushes the
rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts
as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through
the cam 6. The force from the flow of effluent pushes the stem down through the cam and
the stainless steel spring pushes the stem back up through the cam when the flow of effluent
stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance
necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up"
position and is not seated against the valve bottom.
Figure 1:
6lXl0 Series Valve
NTP.VA.l
Rev.1.2, @ l1103
0renco Systemso, lnc.
Page 1 ol 6
t
o
lnlet
----->
@
o
ø
0utlets
I
o
Figure 2:
Orenco Distributing Valve Assembly (6t¡OO Series Valvel
The Distributing Valve Assembly
The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever-
al other components to give a complete preassembled unit that is easy to install, monitor, and main-
tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be
diffrcult to line up and glue together in the field, the discharge lines in the assemblies are glued in
place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe
sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3)
allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of
efÍluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves
may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning
section.
Valve Assembly Hydraulics
Liquid flowing through the valve assembly must pass through fairly small openings and make several
changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1
gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre-
sentations of these equations. Orenco recommends that high-head turbine pumps be used to pressur-
ize the valve assemblies to ensure enough head is available for proper system operation. High-head
turbine pumps are also recommended because the use of a distributing valve usually requires more
frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will
outlast conventional efTluent pumps by a factor of 10 or more in a high cycling mode. Furthermore,
the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to
prevent any settled solids from being pumped into the distribution valve and obstructing its opera-
tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the
rubber flap disk. Minimum flow rates for the various models are given in Table 1.
NTP-VA-1
ßev. 1.2, @ 11lllÍl
Orenco Syslemso. lnc.
Page 2 ol 6
Thble 1. Automatic Distributing ValveAssembly Headloss Equations
Modcl Scrics Equation OpcratingRmgc l€pm)
v44ooA HL:0.085 x ql'4s 10 - 40
v46004 HL:0.085 xQ1'58 rc -25
v64mA Hl:0.004sxd+3.5x(1-e4069 ß-70
v6600A HL:0.0049"d*5.5x(1-.-019 ls-70
IL
->o
Eo
at)Ø
-c(')
JoL.ct-
u,(t,o
o(5oI
35
30
25
20
15
10
5
0
05101520253035404550 55 60 65 70
Flow (gpm)
Figure 3:
Automatic distributing valve assembly headloss curveE
The Pumping System
Although the distributing valve was designed for the inigation industry it has started to gain fairly
wide acceptance in the efÏluent pumping industry. However, because of the mechanical movements
of the valve, it is necessary to take steps to prevent solids from reaching the dishibuting valve that
may impede the operation of the valve. Orenco Biotube@ Pump Vaults - when properly sized and
installed - provide the necessary protection to prevent valve malfunction. The Biotube'pump vault
accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters
this eflluent through a very large surface area screen cartridge. Without this protection in effluent
systems, the valve has very little chance of reliable long-term operation.
NÏP.VA-1
Rev.1.2, @ 11/03
olenco Systems@, lnc.
Page 3 ol 6
v66004
-¿-
-/v64004
v46004 -/
v44004L."J
./¿rtJ
.J 4 .¿¿,¿
.1
Valve Positioning
The physical position of the valve in relation to the pump and the discharge point is very important
for proper valve operation. The most reliable operation occurs when the valve is placed at the high
point in the system and as close to the pump as possible. The transport line between the pump and
valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of
air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this
erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca-
tion is shown in Figure 4.
If the final discharge point is more than about 2 feú above the valve and the system does not drain
back into the dosing tank, check valves should be installed on the lines immediately following the
valve and a pressure release hole or line should be installed just prior to the valve. This pressure
release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve.
In order for the valve to rotate rcliably, no more than about 2 feet of head should remain against the
valve to allow the rubber flap disk to retum to its up position. In many cases, it may take from one
minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to
occur. Special care should be taken when installing systems controlled by programmable timers to
ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves.
Pumping downhill to the valve should bc avoided unless the transport line is very short and the ele-
vation between the clischarge line out of the tank and the valve is less than about 2 feet. If the valve
is located many feet below the dosing tank, random cycling may occur while the transport line drains
through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib-
uting valve may overcome this problem in some instances'
Dlsùibutlng Valve Assembly
D¡schargs
Transpon Llne
Dos¡ng Tank
Figure 4:
ldealvalve location
IrlrP-vA-1
Rev.1.2, @ l1/03
0fenco Syslemso, lnc.
Page I ol 6
System Startup
Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the
sequencing of the valve outlets. The transport line should always be flushed with clean water before
installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during
installation can easily become lodged in the distributing valve, causing malfunction.
With the pump running, alternately close and open the ball valve on the distributing valve assembly
to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut-
ing valve, the pump may need to be turned on and off to allow the pressure to be released from the
valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each
line for indication of which zone is operating.
D¡sohargo Latoral6
Prsssur€ Releas€
L¡ne if h>2!0"
Valves ¡f h>210"
Valv€ Assembly
Transport Llne
Dosing Tank
Figure 5:
Valve assembly below final discharge point
Maintenance
Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet
and system startup procedures listed above.
T[oubleshooting
1. PROBLEM: Valve does not change or cycle to next zone or outlet
CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then
back on.
SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam.
SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation
of the cam. Ensure that the stem and disk assembly is not being held down by an
improperly installed cam. Refer to the cam replacement instructions.
fitTP-vA-1
R0v.1.2, @ 11/03
0r¿nco Systemsô, lnc.
Page 5 ol 6
SOLLTTION 3:
SOLUTION 4:
SOLUTION 5:
SOLUTION 6:
SOLUTION 1
SOLUTION 2
2. PROBLEM: Water comes out of all the valve outlets
CAUSE: Stem and disk assembly not seating properly on valve outlet.
SOLIiTION 1: Check for sufficient water flow. A minimum flow rate is required to prnperly seaf
the disk as shown in Table 1.
SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering
with the up and down movement of the stem and disk assembly inside the valve.
SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat-
ing zones are not restricted in any manner.
3. PROBLEM: Valve skips outlets or zones
CAUSE:Pumping into an empty transport line - especially downhill - may cause the valve
to skip outlets from pockets of air allowing the rubber flap disk to raise during a
cycle.
Remove the valve top ancl check for proper movement of stem ancl disk assembly.
Check for and remove any debris or foreign objects that may jam or retard the
movement of the disk.
Check for freedom of movement of stem and disk assembly up and down over the
center pin in bottom of valve. Scale deposits may build up on the pin and hold stem
and disk assembly down. Clean pin and again check for freedom of movement.
Be sure that all operating outlets are not capped and that the flow to operating zones
is not restricted in any manner. This would cause pressure to build up in the valve
and lock the stem and disk assembly in the down position.
The backflow of water from uphill lines may be preventing the valve from cycling
properly. This can happen when the valve is placed too far below an elevated line.
If the valve cannot be placed close to the high point of the system, a check valve
should be installed near the valve in the outlet line that runs uphill from the valve
and a drain line installed just prior to the valve to relieve the pressure.
Keep the transport line full.
If the line must remain empty between cycles, use a larger diameter transport line
laid at a constant grade to prevent air pockets from forming.
lrlrP-vA{
Rev.1,2, @ 11/lÍì
0renco Systemso, lnc.
Page 6 of 6
CAUSE: The stem and disk assembly is being advanced past the desired outlet.
SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the
outlet lines are installed to the correct outlet ports of the valve as indicated by the
zone numbers on the top of the cam.
ñ,-tñt
€Distr¡but¡ng Valves Submittal
Data Sheet orcncoSyrtrmro
lncorporated
1-8m-348-9843
Applications
Automatic Distributing Valve Assemblies are used to pressurize
multiple zone distribution systems including textile filters, sand
filters and drainfields.
coupling
distributing valve
union
clear pipe
Top View
ball valve
elbow
Síde View
elbows
Bottom View
General
0renco's Automatic Distributing Valve Assemblies are
mechanically 0perated and sequentially redirect the
pump's flow to multiple z0nes 0r cells in a distribution
field. Valve actuati0n is accomplished by a combination
of pressure and flow. Automatic Distributing Valve
Assemblies allow the use of smaller horsepower pumps
on large sand filters and drainfields. For example, a large
community drainfield requiring 300 gpm can use a six-line
Valve Assembly to reduce the pump flow rate requirement
to only 50 gpm.
0renco only warrants Automatic Distributing Valves when
used in conjunction with High-Head Effluent Pumps with
B¡otube' Pump Vaults to provide pressure and flow
requirements, and t0 prevent debris from fouling valve
0peration. An inlet ball valve and a section of clear pipe
and union for each 0utlet are provided for a complete
assembly that is easy t0 maintain and monitor, ldeal
valve location is at the high point in the system. Refer to
Automatic Distributing Valve Assemblies (NTP-VA-1) for
more information.
Standad Models
u44024, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A,
v64044, V6605A, V6606A.
Nomenclafure
l!!!A
Il::;':::ï:;
Specifications
Model series:
44 = 44ü) series (2-4 outlets)
46 = 4600 series (5-6 outlets)
64 = 6400 series (2-4 outlets)
66 = 6600 series (5-6 outlets)
Distributing valve
m
Matedals of Gonsûr¡ction
All Fittings:
Unions:
BallValve:
Clear Pipe:
V4XXX Distributing Valves:
V6XXX Distributing Valves:
Sch.40 PVC per ASTM specification
Sch,80 PVC per ASTM specification
Sch.40 PVC per ASTM specification
Sch.40 PVC per ASTM specification
High-strength nonconosive ABS polymer and stainless steel
High-strength nonconosive ABS polymel stainless steel, and die cast metal
frtsu-sF-vAl
Rev.3.0, @ 4/t3
Page 1 of 2
Distributing Valves (continued)
r35
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v{flnAl-/-¿/.'
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051015m?5:It35{0{55056m6570
Flow(gpml
Model lnlet Size {in.l Ontleb Size {inJ Flow range (gpm} Max Head {ft.l Min. Enclosu¡e
umz[1.25 1.25 10 - 4{)170 u81217
v4t03A 1.25 1.25 10-40 170 u81217
v44044 1.25 1.25 10-40 170 u81217
v4605A 1.25 1.25 10-25 170 RR2418
v4606A 1.25 1.25 10-25 170 RR2418
v64024 1.5 1.5 15-lm 345 RR2418v64034 1.5 1.5 15 - lm 345 RR2418
v8t04A 1.5 1.5 15-1m 34s
v66054 1.5 1.5 15-1m 345 RR2418
V66MA 1.5 1.5 15-1m RR2418
ilsu-st-vÂr
ßev.3.0, @ 4lo3
Page 2 ol 2
Sele: Nor ro s@Elramby EMBCheded b!4 DFHDaþ: o5t2ot2o15Shæt 'l of 'lQUICK4 PLUS STANDARD CHAMBERTYPICAL TRENCH DETAILSECTION VIEWINFILTRATOR WATER TECHNOLOGIES4 Eudnes Pârk Rd. Old Saybr@k, CT 06475@oor 2214436ItrINFILTRATORIN FILTRATOR WATER TECH NOLOGIESQUICK4 PLUS STANDARD CHAMBERTYPICAL TRENCH DETAILSECTION VIEW(NOT TO SCALE)PRESSURE PIPEIF REQ'D, PER DESIGNNATIVE BACKFILLTOPSOIL6'COVERi-12'COVERH-1128" INVERT34"SPACING PER CODE34"(36" W|DE TRENCH)* LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN
=oa,i^F,##:'"''
The Ouick4'Plus
Standard ChamberI N FILTRATOR'
water technologies
The Quick4 Plus Standard Chamber
offers maximum strength through
its two center structural columns.
This chamber can be installed in
a 36-inch-wide trench. Like the
original line of Quick4 chambers,
it offers advanced contouring
capability with its Contour Swivel
Connection'" which permits turns
up to 1S-degrees, right or left. lt is
also available in four-foot lengths to
provide optimal installatíon flexibility.
The Quick4 Plus All-in-One 12
Endcap, and the Quick4 Periscope
are available with this chamber,
providing increased flexibility in
system configurations.
Maximum Strength
Quick4 Plus''' Series
Quick4 PIus Standard Ghamber Benefits;
' Two center structural columns offer increased stability and superior strength
. Advanced contouring connections
. Latching mechanism allows for quick installation
. Four-foot chamber lengths are easy to handle and install
. Supports wheel loads of 16,000 lbs/axle with 12" of cover
Ouick4 Plus All-in-0ne 12 Endcap
Benefits:
. May be used at the end of chamber
row for an inleVoutlet or can be
installed mid{rench
. Mid{rench connection feature allows
construction of chamber rows with
center feed, as an alternative to
inletting at the ends of chamber rows
. Center-feed connection allows for
easy installation of seríal distribution
systems
. Pipe connection options include
sides, ends or top
Quick4 Plus All-in-One Periscope
Benefits:
. Allows for raised invert installations
. 180" directional inletting
. 12" raised invert is idealfor serial
applications
Certified by the lnternational
Association of Plumbing
and Mechanical
Officials (IAPMO)
Size
34"Wx53"Lx12"H
(864 mm x 1346 mm x 305 mm)
Effective Length
48" (1219 mm)
louver Height
8" (203 mm)
Storage Capaci$
47 sal (178 L)
lnvert Height
0.6" (15 mm), 5.3" (135 mm),
8.0" (203 mm),12.7" (323 mm)
0uick4 Plus Standard Chamber
Specifications
APPROVED in @
Quick4 Plus"'Series :ou,!ip,,{r,#J'"'
Quick4 Plus Standard Ghamber
12"
34"¿t8'
EFFECTIVE LENGTH
Ouick4 Plus All-in-One 12 Endcap
PRESSURIZED PIPE DRILL
POINTS LOCATIONS
(2 PLACES)
33"
FRONT VIEW
18"
8" INVERT
SIDE VIEW
INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANW
(a) Tho skuotural intogr¡ty of caoh chomber, endcap and olher accessory manufactured by
lnf¡lkator ("Units"), when installed and operâted in a leachfield of an onsite septic system in
accordance w¡th lnfiltrator's instructions, is wananted to thê original purchaser ("Holder'') against
defectivê materials and workmanship for one year from the date that the septic permit is issued for
the septic system containing the Units; provided, however, thât if a sept¡c permit is not required by
applicable law, the waranty period will begin upon thê date that installation of the septic system
commences. To exercisê its wananty rights, Holder must notity lnfiltrator in writing at its Corporate
Headquarters in Old Saybrook, Conneclicut within f¡fteen (15) days of the alleged defect. lnfiltrator
will supply replacement Units for Units determined by lnfiltrator to be covered by this Limited
Waranty. lnfiltrator's liability specifically excludes the cost of removal and/or installation
of the Units.
(b) THE LIMITED WARRANTY AND REMEDIES lN SUBPARAGRAPH (a) ARE Ð(CLUS|VE.
THERE ARE NO OTHER WARRANTIES WTH RESPECT TO THE UNITS, INCLUDING NO
IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE
(c) This Limited Wananty shall bê void if any part of the chamber system is manufactured by
ânyone other than lnfiltrator. The Limited Wananty does not sxtend to incidenlal, consequent¡al,
special or indirect damages. lnfiltrator shall not be liable for penalties or liquidated damages,
including loss ol production and prof¡ts, labor and materials, ovêrhoad costs, or oth6r losses or
expênsôs incured by the Holder or any third party, Specifically ôxcludêd from Lim¡lod Wananty
covorago arê damage lo the Units du6 to ordinary wear and tôar, alteration, acc¡dênt, misusè,
abusê or neglect of the Units; the Units being subjected to vehicle traffic or other condilions which
are nol permitted by the installation instructions; failure to maintain the minimum ground covers
set fonh in the installation instructions; the placement of improper materials into the system
containing the Units; failure of thê Units or the sèptic system due to improper siting or improper
sizing, excess¡vê water usagè, improper grease disposal, or improper operation; or any other
event not caused by lnfiltrator. Ihis Limited Waranty shall be void if the Holder fails to comply
with all of the lerms set forth in this Limited Warranty. Further, in no event shall lnfilhator be
responsible for any loss or damage to lhe Holder, the Units, or any third party resulting from
installation or shipment, or from any product liability claims of Holder or any third party. For this
Limiied Warranty to apply, the Units must be installed in accordance with all site condit¡ons
required by state and local codes; all other applicable laws; and lnfiltrator's installation instructions.
(d) No representative of lnf¡ltralor has the authority to change or extend this Limited Warranty.
No wananty applies to any party other than the original Holder.
The above represents the Standard Limited Wananty offered by lnfiltrator. A limited numb€r of
states and count¡es have different wananty requirements. Any purchasêr of Un¡ts should contact
lnfiltrator's Corporate Headquarters in Old Saybrook, Connecticut, priorto such purchase, to
obtain a copy of the appl¡cable wananty, and should carefully read that warranty prior to the
purchase of Units.
Ouick4 Plus All-in-0ne Periscope
QUICK4 PLUS
ALL-IN-ONE PERISCOPE
(360. SWVEL)
l----->ll5"l
12.7'INVERT
9',
4 Business Park Road
P.O. Box 768
Old Saybrook, CT 06475
I N F I LT RATO R' ?i;iåii:,i-,'.*860-577-7001
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Orifice Shields
Applications
Orenco@ Orifice Shields are used in a pressurized distribution syslem
t0 protect the orifices from backfill debris that might cause orifice
blockage,
General
Orenco Orifice Shields snap{it onto laterals. They may be placed on
top of or beneath a lateral, depending on the location of the orifice.
Orifice shields are covered by method-of-use patent # 5,360,556.
Standard Models
0s075, 0s1 00, 0s1 25, 0s1 50, 0s200
Product Gode Diagram
0s
Lateral pipe size, nominal:
075 = 0.75 in. (20 mm)
100 = I ,00 in. (25 mm)
125 = 1.25 in. (32 mm)
t50 = t.50 tn. (40 mm)
200 = 2,00 in. (50 mm)
0rifice shield
Material of Gonstruct¡on
PVC perASTM D-l784
Physical Specifications
Model
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Þ
ùrifice shield installed on lateral pipe, standard contiguration
Shield
0rifice
Cutaway viery standard conli guration
0rifice
Shield
Cutaway view, cold weather configuration
0s075 3.5 (8e)1.05 Qn
0s1 00 3.5 (8e)1 .315 (33)
0s125 3.5 (8e) 1 .66 (42)
0s150 4.5 (114) 1 .90 (48)
0s200 4.5 (114)2.375 (60)
Shield 0.0.
in. (mm)
Lateral pipe 0.D.
in. (mm)
orenco Systemso lnc. ,814 Aim,ay Ave,, Sutherlin,0R 97479 USA r ffi-$tl$-$$tfil . 541-459-4449 . u,wworenco.com ltttD-SF-0S-1
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Item#
SEK.Orenco@ Flushing Assemblies
Flushino Assemblies
Orenco@ flushing assemblies provide easy
access for lateral maintenance. Flushing
assembly kits include a PVC sweep with ball
valve and a polyethylene valve box enclosure.
Orenco@ flushing assemblies are available in the
following sizes:. 7-" diameter. L.25" diameter. L.5" diameter. 2" diameter
Valve Boxes
Orenco@ valve boxes are used to provide access
to flushing assemblies. Constructed of
polyethylene.
Valve Box, 7-in. diameter round enclosure
Note: Kits include VB7 valve box enclosure
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PRE0ASTmc
Water &
Wastewater. Systems. Products. Service
(7ts) 3ss-6764 3:3:;":ï#t Road 317
Fax: (719) 395-3727 Buena Vista' co 81211
Website: http://valleyprecast.com/
Email : frontdesk@valleyprecast. com