HomeMy WebLinkAboutSeptic Design and subsurface reportffit.ü,
üüffiffäfrä
33 Four Wheel Þrive Rd
Corbondole, C0 8¡ó2¡
970-309-52¡9
May 3, 2018 Project No. C1377
Wes Miller
wes@ bu i ldwithshadowrock. com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
3-Bedroom Future Residence + 1-Bedroom ADU
1214 CR238
Garfield County, Colorado
Wes,
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite
wastewater treatment system (OWTS) design for the subject property. The 35.191-acre property is
located outside of New Castle, in an area where OWTSs and wells are necessary.
Legal Description: Section: 33 Township: 5 Range: 91 A TR lN THE S2NW CONT 35.191 AC. AKA
PARCEL 2.35.191ACRES
Parcel lD: 2125-332-00-193
SITE CONDITIONS
A garage is currently developed on the property. A 1-bedroom additional dwelling unit (ADU) will be
constructed as part of the existing garage. This unit is intended to be utilized during construction of
the 3-bedroom residence. Once the 3-bedroom residence is completed, the ADU will be removed
from the garage. Given this plan, we are proposing the OWTS be served to accommodate 4 total
bedrooms.
There is a private well located on the property. The well will be greater than 5O-feet from the
proposed septic tank and greater than 1OO-feet from the proposed soil treatment area (STA).
The proposed STA location is southwest of the existing garage and is in a large circular driveway
area. After construction of the STA, this area will not be used for traffic or storage. The proposed
STA is relatively flat. There is a small hill to the southeast of the proposed STA. This hill will serve
as the high point of the system and the automatic distributing valve will be placed here. The
property drops off steeply to the southwest of the proposed STA. A minimum 2S-foot setback will be
maintained between the proposed STA and steep slope.
SUBSURFACE
The subsurface was investigated on April 30, 2018 by digging one soil profile test pit excavation (Test
Pit). This Test Pit was prepared for Garfield County Building Department staff in the originally proposed
STA. A cut bank on the small hill located southeast of the proposed STA was also analyzed. A visual
and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l
' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page2
The materials encountered in the Test Pit #l consisted of tan sandy loam with moderate structure
grade to 3.O-feet, underlain by tan sandy loam with weak structure grade to a maximum depth
explored of 7.5-feet. No bedrock or groundwater was encountered.
A cut bank on the small hill was also viewed. The materials consisted of S-feet of tan, sandy loam
extending approximately S-feet above the elevation of the proposed STA.
A tactile analysis of the soils was taken from the cut bank approximately 2-feet below the top of the
cut. The soil formed a ball and a ribbon less than 1-inch before breaking. Soil structure shape was
single-grain to blocky, soil structure grade was loose to moderate (although exposed and previously
disturbed), and consistence was friable.
Sandstone was reported in the excavation of the garage. An 8-foot deep test pit in an area adjacent
to the proposed STA must be excavated prior to construction of the OWTS. This office must be
contacted to verify soils are consistent with those described in Test Pit #1 and the cut bank.
STA sizing is based on Soil Type 24, Sandy Loam with weak structure grade. A long term
acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS' in
accordance with Table l0-l Soil Type 2A presented in the Garfield County On-Site
Wastewater Treatment System Reg u lations, adopted April 1 4, 2O1 4.
Test Pit #1 near the tank location)
Page 3
Test Pit #2 (cut bank nearthe proposedf'.ry¡p sTA)
Smallhill cut bank into small hill
bank sieved sample
DESIGN SPECIFICATIONS
Desiqn Calculations:
nverage Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 1-bedroom ADU (75 GPD) =
52S GÞD (note: 1-bedroom ADU will be removed when construction of 3-bedroom residence is
complete)
LTAR = 0.5 GPD/SF
525 GPD / 0.5 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 735 tt
The OWTS design is based on 4-bedrooms. An average daily wastewater flow oî 525 GPD will be
used.
A 4-inch diameter SRD-35 sewer line with a double sweep clean out must be installed exiting each
structure. The sewer line must have a minimum 2o/o grade to the septic tank. The septic tank will be
installed approximately 4OJeet north of the ADU, at an elevation that is 15-feet below the existing
ADU to accommodate the lower level elevation of the proposed 3-bedroom residence.
The installation must include a 1500-gallon, two-compartment poly lnfiltrator@ septic tank with an
Orenco@ effluent filter on the outlet tee followed by a 50O-gallon, single-compartment lnfiltrator@
pump chamber with an Orenco@ Flow lnducer and PF3005 pump.
Page 4
Sizing of the pump has been based on 355-feet of transport line from the pump to the
automatic distributing valve (ADV) and approximate 2O-feet of elevation gain. lf these
parameterc are not eccurate, the pump curve must be re-run to assure proper pump sizing.
Floats must be set to dose approximately 100 gallons per pump cycle allowing 38 gallons for drain
back after each pump cycle. The control panel for the pumping system 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.
Effluent will be pressure dosed through a 1.S-inch diameter Schedule 40 pump line from the septic
tank to an Orenco@ ADV, Model 6402. This pump line must have a minimum 1To 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.
The STA will consist of two chamber beds, each with three rows of 11 'Quick 4' Standard Plus
lnfiltrator@ chambers for a total of 66 chambers and 792 square feet of infiltrative area. 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, middle, and last holes facing down for drainage. We recommend Orenco@ Orifice Shields be
placed under the downward facing orifice. The orifices must be placed 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. 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 REQU IREMENTS
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 propefi 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.
Page 5
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.
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.
ADD¡TIONAL 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, LLC 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:(s"at* t*úuy l-'l'"[\rN\3866e
Carla Ostberg, MPH, REHS
Richard H.
Pump Selection bra Plæsurized Sysbm
Miller Residence I C1377
Parameterc
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Galculations
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FrictionalHead Losses
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Pipe Volumes
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Minimum Pump Requirements
De*IFlo¡rRëÞ
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-Single Fanily Residence Prcject
1% intËs
366 Êd
4
150 ifitËs
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150 irdEs
64 ʀr
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300
250
150
100
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Net Dischaqe (gpm)
30 35 40
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sds
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sds
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07
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139
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153
PF3ËHighHedEÍærrturp
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PF3010 HighH€d EíunrtPurp
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:'- .t .ry,;d¿.ã1, ..., ::.. .¡-- -.''i rzt4 GR 238 Silt.¡lÈ- "Legend-iF*s?gt,r.ç\*.**¿4' !,rtry-"*I"f*'2Ìt.- .¡'*I#'"tl'""HJIi.F *,}{-'clP -r'+ItL
ffiil[It$t33 Four Wheel Drive RoadCarbond3lê, Colorado 61623Phone 970.309.5259cerla@alseryiGeptic.æm#il9N-0' 40' 80'Scale: l'= 80'4'TP1I-BEDROOM ADU +FUTURE 3.BEDROOMRESIDENCETP2ìIII(cuTtDRAWINGS MUST BE USEÞ INCONJUNCTION WTH DESIGNLETTER DATED Osfo3iI8THE LOCATION OF PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULTOF A PROPERW SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THEHOMEOWNERS DUry TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTSLOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMEDPRIORTO EXCAVATION.Miller Residence1214CR238Garfeld County, ColoradoPrciect Number: C1377Date: 05/03/18 IIDesignedBy: cBol W1 .0Reviewed By: RHPIDEwn Bv:ANM I sheetl of4
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(MlN. 1olo DRAINBACK TO TANK)
1.5'DIA SCH-40 PVC PUMP
50O-GALLON,
SINGLE.COMPARTMENT, POLY
PUMP TANK W/ HH PUMP
PLACED Is.FEET BËLOW THE
NOTE;
1sOO-GALLON,
TWO-COMPARTMENT, POLY
SEPTIC TANK w/ EFFLUENT
SCREEN IN SECOND-COMP,
4'DIA SDR-35 PVC SEWER LINE
WITH DOUBLE-SWEEP CLEANOUT
(MtN.2% SLOPE TO TANK)
I
I
N
0' 5' 10'
Scale: 1" = 10'4"
1.5'DIA SCH-40 PVC PUMP LINE
(MrN. 1olo DRATNBACK TO TANK)
ADV MODEL 6402 AT HIGH POINT
ACCESSIBLE AT GRADE
TWO (2)'OUlCK4' CHAMBER
3 ROWS OF .I1 CHAMBERS PER
BED = 66 CHAMBERS = 792 SF
I.5' DIA SCH4O PVC PUMP LINE
TO EACH BED
1.5' DIA SCH.4O PVC LEVEL
MANIFOLD AT EACH BED
.I.5'DIA SCH40 PVC SUSPENDED
LATERALS WITH 5/32'DIA
ORIFICES FACING UP 3'O.C.
FIRST, MIDDLE, AND LAST
ORIFICE FACE DOWN WITH AN
ORIFICE SHIELD FOR LATERAL
DRAINAGE
4'DIA SDR-35 INSPECTION PORT
AT EACH CORNER OF EACH BED
FLUSHING ASSEMBLY AT END OF
EACH LATERAL
/^ PROPOSED STA PLANffi
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33 Four Wheel Drive Road
carbondale, ColoEdo 81623
Phone 970.309.5259
caria@allservicesePtic.com^ât¡,ltu
Miller Residence
1214 CR238
Garlield County, ColoEdo
PrcjectNumber: C1377
Date: 05/03/18 I
I
DesignedBy: cBol W2.0
Reviewed By: RHPI
DEwn Bv: ANlu I shêet2 of4
33 Four wheel Drive RoadCarbondale, Colorado 81623Phone 970.309.5259carla@allssryiceseptic.comRLL$[ilrtlAüþ.5'DtA SCH-40 PVcSLIP-ON PVC CAPDO NOT GLUEPUMP LINE FROMSEPTIC TANKINSULATEDTRACER WIREFINISHED GRADE1.5" DIA SCH.4O PVC SUSPENDEDLATERALS WITH 5/32" ORIFICESFACING UP 3'O.C. FIRST,MIDOLE, AND LAST ORIFICESFACE DOWN FOR DRAINAGE4'DIABETWEEN BEDSSEWER LINEPORT Af EACHTO TANKHOUSECORNER OF STAOUICK4(TM) STANDARD PLUS/A CLEANOUT DETAIL\y iorÞruEND CAPSADV MODEL 6402 AT HIGHPOINT, ACCESSIBLE ATGRADEINFILTRATOR(R) QUICK(TM)STANDARD PLUS CHAMBERS, 3'X 4'30" DIAMETER PVC'4"66 CHAMBERS 1'4RISER1.5" DIA SGH.4O Fr'CLEVEL MANIFOLDEND EACH LATERAL IN A 90"SWEEPING ELL FACING UP WITHA BALL VALVE FOR FLUSHINGDISTRIBUTINGVALVE ASSEMBLYFROMPUMPING SYSTÊM'L5" DIA SCH40PVC INLET ANDOUTLETSFLUSHING ASSEMBLY1.5" DIA SCH-40 PVC SUSPENDEDLATERALS WITH 5/32" ORIFICESFACING UP 3'O.C. FIRST, MIDDLE,AND LAST ORIFICES FACE DOWNFOR DRAINAGE. SUSPEND WITHZIP TIES4" DIA SDR 35 PVCINSPECTION PORT ÊTEACH CORNER OF BEDINFILTRATOR(R)OUICK4(TM) STANDARO PLUSA ADV DETAILCHAMBER,3'X4'ffiDruSLOPEFORSMALL VALVE COVERBOX OR IRRIGATIONVALVE BOX AT GRADECAP OR THREADED4'CLEANOUT ASSEMBLYCOMPACTEXTENT OFBASE TO SUPPORTBOX4" PVC PIPE CUT TOFITEXCAVATIONBACKFILL WITH NATIVE MATERIAL(MUST BE MINUS 3-INCH MATERIAL)OR TOPSOILUSE HOLE SAW TOCUT THRU TOP OFEND PLATE/â STA SECTION\7 rcfDru^INSPECTION PORT DETAIL\:7 ME$Æ+----Il----,Jl__-l--'J--,L/þII+I:9'J-/--t-/Miller Residence't214 CR23AGarfeld County, ColoradoPrcjectNumbec C1377w3.0Date: 05/03/18 IO""¡gne¿ gv: CeOlReviewed By: RHPIDmwn Bv:ANM ISheet 3 of4
33 Four Wheel Drive RoadCarbondale, Colorado 81 623Phone 9?0.309.5259c¿rla@allseryiæseptic.æm0Lt$tnÏl[IDESIGN3.BEDROOTI FUTURE RESIDENCE + 1-BEDROOM ADU10" DIAVALVE BOXWITH SECURED LID(75 GAL/PERSON/DA.Y x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD 4THBEDROOM)WASTEWATER FLOW = 525 GALLONS1.5' PVC SLIP X MALEPIPE THREADADAPTOR W/CAPTANK:4 BEDROOMS = MlN. 1250 GALLONSUSE 1sOO-GALLON, TWO.COMPARTMENT POLY SEPTIC TANK + sOO-GALLON,SINGLE.COMPARTMENT POLY PUMP CHAMBER1.5' DIA BALLVALVE1.5' DIA SCH4O PVCLONG SWEEP 90'ELBOWSOIL TREATMENT AREA (STA'i:LONG TERlil ACCEPTANCE RATE (LTAR) = 0.5 GAL/ SQ FTCALCULATEo STA = Q/LTAR = 525 / 0.s = 1050 SFPRESSURE DOSED, BEDS = loso SF X 1.0 =í050 SFCHAMBERS = l0s0 SF X 0.7 = 735 SF / 12 SF / CHAMBER = 62 CHAMBERSTWO GRAVELLESS 'HAMBER BEDS3 ROWS OF 11 'QUICK 4 CHAMBERS IN EACH BEDTOTAL 66 'QUICK 4' OHAMBERSINSTALL FLUSHINGVALVE ECCENTRIC TOCENTER OF VALVE BOXEND CAP1.5' DrA SCH40 PVCSUSPENDED LATERALSOIL PROFILE TEST PIT NO. 1SOIL PROFILE TEST PIT NO.2 (CUT BANK)01TAN, SANDY LOAM WITH MODERATESTRUCTURE GRADEÎAN, SANDY LOAM WITH MODERATESTRUCTURE GRADE2FINISHED GRADE34567I9't024'MlN.TAN, SANDY LOAM WITH WEAKSTRUCTURE GRADE4" DIA SCH.4O SEWER LINE(MlN 2% SLoPE -O TAl,lK)ItsLuloSCREENEDBEDDING3" MlN.MIN.NO GROUNDWATER OR BEDROCKENCOUNTERED DURING EXCAVATIONNOTE: SANDSTONE PRESENT ON THEPROPERTY BUT NOT OBSERVED INTEST PIT OR CUT BANKATRENCH DETAILrã SOIL LOGS\yBACKFILLLEGENDF:jlsandylæmMiller Residence12'14CR2æGarfi eld County, coloEdoPrciect Numben C1377Date: 05/03/18Designed By:Reviewed By:w4.0ANMSheet 4 of4
Item #
It-l53fÞ2GP
l53O Gallon Ttuo Gompartment
lnfiltratol@ PolY Tank
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TANKTOP
HALF
CONTINUOUS
ELASTOMETRIC
',l75.6'TANK
INTERIOR SEAM CLIP
(86)TOP VIEW
ruGrIENT
DOWEr(1C)TANK BOTTOM
HALF
2¡f ACCESSPORT
wTH LOCKTNG LID (3)
2/3 TOTAL VOL
Talrl¡dußffi
lII TOTAL VOL
@ ¡¡ro-netexr sEAM sEcloN DETAIL
OUTLET TEE
5"
stDE vlEw
. Compliont with CSA ond IAPMO Stondords
¡ PVC risers ovoÎlobler Secondory sofety screen ovoiloble with
PVC riser
¡ Moximum buriol dePth is 48"
¡ Minumum buriol depth is 6"
¡ Tonk is not roted for vehiculor troffíc
looding¡ Exteriór of monhole cover includes the
following worning: "DANGER DO NOT
ENTER: POISON GASES"
SEAM CLIP
LIFTINGSTRAP
(fYPrcât)
END VIEW
ffß FILTRATOR"
E6ptlc lãnks
¡ün^þrílel¡G.
WALL
'f'
SLOTFIBERGLASS
SUPPORT
Digging Specs lnvert Dimensions Net
Weight
Workin
p Comp.
16' Long x 7' Wide
43" below inlet
lnlet
47"
Outlet
44"
Length
175.6"
width
61.7"
Height
54.5"501 lbs.1006 gol 503 gol 1509 gol
Webr&
Wa¡ffiebr
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Residential Biotube' Effluent Filters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biorube Jr., Biotube
Insert Filrers, and Biorube Base Inler Filrers are ideal for residential septic
tanks and have a lifetime warranry. They prevent large solids from leaving
the tank, dramatically improving wasrewarer qualiry and extending the life
of residential drei n fi elds.
4-in. (100-nun) Biotube Efiluent Fiber
4-in. (100-mnù Biotulte Jr.
(4-in. Biotube carnirlge auai.l-
ahle sepatøteþ as Insert Fiher)1
f-in. (200-mnt)
Base Inl¿t Fiher
4-in. (10}-rnnt)
Insert Fiher
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ii iÍ
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Orenco's superior effluett Jìhers resist cloging better than all other brands. Our statr
datd, fult-sized 4-in. (100-mm) Biotube Effluent Fiber prouides maximum long-term
Protectiln in a complete pacÞage, with housing' Our 4-in. (100-tnm) Biotube Jr', at
half the size of our standard ntodel, has more f ltering capaci4t than the full-sized f'lten
sold by other manufacturer¡. For tanþs uith existing outlet tees, the Biotube Insert Filæt
is ideal. Andfor low-profile tanþs, there's the Base Inlet Filter.
* Covered bv parent ¡unrbers 5,492,635 a¡d 4,439,323
To 0rder
call your neafest orenco Systems@, Inc. distributor. For nearesr distribu-
tor, call Orenco at 800-348-9 843 or go to www.orenco.com and click on
"Distributor Locator. "
APS-FT-1
Rev. 3.4 @ 11/10
0renco Systems@, lnc,
. Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner
satisfaction
. lnstalls in min-
utes inside new
or existing tanks;
extendible tee
handle for easy
removal
Standard Features & Benefits
. Ëasyto clean by
simply hosing off
whenever the tank
needs pumping
. Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
. Corrosion-proof
construct¡on, to
ensure long life
. Lifetime warranty
0ptional
Features &
Benefits
. Alarm available,to
signal the need for
cleaning
. Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigat-
ing surges and
in creasing
retention time
. Custom and
commercial sizes
available
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes'entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
,
)
(lrenco Systems''
lnc0rpo!-aled
Charying tlr \Yh), thr
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Nomenclatures
4-in. Biotube Fitter (standard)
FT !n04
4-in. Biotube
Effluent Filter
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotube@ filter cartridge
Solid base
Filter housing
4-in. Biotube Jr
Tank wall
-T-*,,0n'
Blank -no nntions
llow modulation plate installed
float bracket attachedA
Base inlet model
Cartr¡doe height: I 4" standard
Housing height: 22" standard
Filter diameter (inches)
l\¡
Caftridge helghtr 28" and 36" are standard
Housing heigl'rt: 36" and 44" are standard
Filter dlameter (inches)
W =fitsS = fits
Type 3034 outlet pipe
Schedule 40 outlet PiPe
= 1/S" filfation
= l/16" fiìtration
Biotube effluent filter series
8-in. Biotube Filter (base inlet model)
FT! os 22-148
Blank
P
0ptions;A = float bracket
FS = 2" outlet orifice
FSO = 2" outlel orifice and 0verflow plate.
Riser
wall
08=8"
Blank = 1/S" filtrationP = 1/1 6" filkation
Biolube effluent l¡lter series
'Also avaiiable with coupling and sleeve as a "kit": FT-OVERFLOWKIT
4-in. Biotube J[, {includes caftndse and housing)
FTJ 04 18 ---r--
| 0ptions
Biank - no optionsM = flow modulation plate nslalled
A = float bracket atlached
Carlridge height (inches)
Fllier diameter (¡nches)
f¡ts Type 3034 outlet tee
fits Schedule 40 outlet tee
1/S" filtration
1/1 6" f,ltration
S
Blank
Junior series
Biotube effluent filier series
4-in, Biotube Filter lnsert (cartridse only)
FT i !04 1B -!i
S
For customized options (e.g., NC
indicales N0rth Carolina regions)
= fits Type 3034 outlet lee
= fits Schedule 40 outlet tee
Cartrldge height (inches)
Filter diarneter (inches)
Elank = 1/S" filtrationP = 1/16'filtraTion
lnsert
Biotube effluent filter series
Distributed By:
lM-54O lnflltratol@ PolY Tank
with High l{ead PumPItem #
It-54fÞHll
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End
View
SEAilCUP
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Mid-Height Seam
Section
DESIGN NOTESo Compliont with CSA ond IAPMO
Stondordso Secondory sofety screen ovoiloble
with PVC Riser¡ Delivered complete with internol
piping
¡ Moximum buriol depth is 48"
r Minimum buriol depth is 6"¡ Tonk is not roted for vehiculor
troffic looding¡ Exterior of monhole cover includes
the following worning: "DANGER DO
NOT ENTER: POISON GASES"
TAilKÍP
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TANK
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54.d
54.d
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Digging Specs lnvert Dimensions Net
Copocity
Weight
6' Long x 6' Wide
47" below inlet invert
lnlet
47"
Outlet
61"
Length
64.9"
width
61.7"
Heíght
78.6"552 gollons 369 lbs
Waûer &
Wa¡buabr
o Systems
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Universal Flow lnducer
Orenco
Applications
0renco's Universal Flow Inducer houses any 0renco high-head efflu-
ent pump in applications where filtration is not necessary. The base
rests on the bottom of the tank, and the mounting flange is epoxied
to a PVC riser. The flow inducer can be lengthened or shortened to fil
any tank. The tee, which holds the mounling flange and float assembly
bracket, slides to any position along the flow inducer, A float assembly
(ordered separately) snaps into the bracket. Applications include:
. Pump tanks
. Disinfection systems
. Effluent reuse systems
. Cìsterns
Sliding tee
General
To specify this product, require the following:
. Class 125 4-in. (nominal) PVC pipe body
. lnjection-molded ABS mounting flange
. lnjection-molded holster for float tree
. Abilìty to accommodate flows as great as 65 gpm (4.1 L/sec)
Standard Model
UFI-4
Materials of Construction
Flow inducer Class 1 25 PVC
Mounting flange lnjection-molded ABS
Base Fiberglass-reinforced polyester
Specifications
Mounting flange
(fits 3-in. pipe)
4-in, flow inducer
Fiberglass base
Float assembly
bracket
Float assembly (ordered
separately)
I 3/8-in. (35-mm)
inlet holes
Dimensions
Flow inducer diameter 4" nominal
Height 72" (1828 mm)
(can be lenglhened or shortened)
Shipping weight 13 lb (5.9 kg)
Mounting
bracket epoxied Discharge assembly
to PVC riser
Float assembly
'Typical inslailation ìn concrcte punp tank. IJse scrcws to secure mount¡ng bracket to riser while
ep1xy cures.
High-head
pump
grenco Systems@ lnc, ,814 Airway Ave., Sutherlin,0R 97479 USA . 800-348'9843 . 541-459-4449 ' wwworenco.com
FrcunE 7
NTD-UFI-1
Rev.1.2, @ 08/14
Page I of 1
PF Series $-inch (1 O0-lTlm)
Submersible Etfluent Pumps
Orenco Technical Ðata Sheet
Applications
Our 4-inch (100-mm) Submersible Fffluent Pumps are designed to
transport screened effluent (with low TSS counls) from septic tanks or
separale dosing tanks. All our pumps are construcled of lighlweight,
corrosion-resistant stainless steel and engineered plastics; all are field-
serviceable and repairable with common tools; and all 60-Hz PF Series
models are CSA certified to the U.S. and Canadian safety standards for
effluent pumps, meeting UL requirements.
Orenco's Effluent Pumps are used in a variety of applications, including
pressurized drainfields, packed bed filters, mounds, aerobic units, effluent
inigation, effluent sewers, wetlands, lagoons, and more. These pumps
are designed to be used with a Biotube@ pump vault or after a secondary
treatment system,
-
Discharge Conneclion
-
Bypass Orifice
Franklin
Liquid End
-
Suction Connection
Franklin
Super Stainless
Motor
Features/Specif ications
To specify this pump for your installation, require the following:
. Minimum 24-hour run-dry capability with no deterioration in pump life
or performance*
. Patented 1Æ-inch (S-mm) bypass orifice to ensure flow recirculation
for motor cooling and to prevent air bind
. Liquid end repair kits available for better long{erm cost of ownership
r TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm
(0.6, 1 ,0, 1.3, and L9 Usec) models; floating stack design on 50 and
75 gpm (3.2 and 4.7 Usec) models
. Franklin Electric Super Stainless motor, rated for continuous use and
frequent cycling
. Type S00W 600-V motor cable
¡ Five-year warran$ 0n pump or retrofit liquid end from date of manu-
facture against defects in materials or workmanship
. Nlt appl¡cable Íor ,-hp (3.73 kW) nodels
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
-r
I
I Cord lensth, ft (m)J
Blank = 10(3) ?030 = 30 (9) 50
Voltage, nameplate:
1 = 115- 200 = 2002=230T 4 =460
Frequency:
1 = single-phase 60 Hz
3 = three-phase 60 Hz
5 = single-phase 50 Hz
Nominal flow, gpm (Usec):
10 = 10(0.6) 15 = 15(1.0)
20 = 20 (1.3) 30 = 30 (1.9)
50 = 50 (3.2) 75 = 75 (4.7\
Pump, PF Series
- 1é-hp {0.37kW only
1220 volts for 50 Hz pumps
tNote: 20{001 cords are available only for single-phase pumps thr0ugh 1-% hp
PF
= 20 (6)
= 50 (15)
Horsepower (kWl
03 = % hp (0,25) 05 = % hP (0 37)
07 =/+hp(0.56) 10 = thP(0.7s)
ls = 1-%hp(1.11) 20 * 2hP(1.50)
30 = 3hp(2,24) 50 = shp(3.73)
"@î. @
LFìAOSAO
LR2053836
Powereo by
Franklin Electric
t
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I{TD.PU-PF-1
Rev.2,2, @ 09/14
Page I of 6
Orenco Systemso ¡nc' ,814 Airïvay Ave., Sutherlin, 0R 97479 USA ¡800-348-9843 . 541 -459-¡1449 . www,orenco.com
Orenco Technieal Iratu theet
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Model
10 (0.37) l 120 12.7
1 230 240 6,3 6,3 6
6 1 7¿ in. GFP 16 (406) 26
1 % in. GFP 23.0 (660) 16 (406) 26 (12) 300
PFl 0051 2 10 (0.6) 0.50 (0.37)
PF10053200 10 (0,6) 0.50 (0,37) 3 200 208 3.8 3,8 6 1 l/¿ in. GFP 23.0 (660) 16 (406)26 (12) 300
PF1 0071 2 4'5 10 (0.6) 0,75 (0.56)1 230 240 8.3 8.3 8 1 % in. GFP 25.9 (658) 17 (432) 30 (14) 300
PF]0073200 45 10 (0.6) 0.75 (0.56)3 200 208 5,1 5.2 8 1 V¿ in, GFP 25.4 (645) 17 (432) 31 (14) 300
240 9.6 9.6 I 1 % in, GFP 27 '9 (t09) 18 (457) s3 (1 5)1001,00 (0,75) 1 230PF1 01 0t 2 16 1 0 (0.6)
pFl010320016 10(0,6) 1.00(0,75) 3 200 208 5.5 5.5 9 1 % in, GFP 27.3 (693) 18 (457)37 (17) 300
pFl 0201 2 s.6, 7' I 1 0 (0.6) 2.00 (1 .49)12j 12.1 18 1 /¿ in. SS 39 5 (1 003) 22 (559) 48 (22) 1001 230 240
PFI 02032 t 6' 8 1 0 (0,6) 2.00 (1 ,49)3 230 240 7.5 7 .6 18 1 % in. SS 37.9 (963) 20 (508) 44 (20\ 300
PFl0203200 16,8 10 (0,6)2.00 (1.49) 3 200 208 8.7 8] 18 1 % in. SS 37.9 (963) 20 (508) 44 (20) 300
120 8.7 8.8 3 I 1z¿ in. GFP 19.5 (495) 15 (380) 23 (1 0)300
PF1 5031 1 0.33(0.25) 1 lls'15 (1.0)
PFl 5031 2 15 (1.0) 0.33 (0.25)1 230 240 4.4 4.5 3 1 % in. GFP 19.5 (495)15 (380) 23 (10) 300
PF20051 1 20 (1.3) 0.50 (0.37)1 115 120 12.3 12.5 4 l lqin,GFP 22.3 (566) lB (457) 25 (11) 300
PF200512 20 (1.3) 0.50 (0.37)1 230 240 6.4 6.5 4 1 lq in. GtP 22.5 (572) 1 B (457) 26 (12) 300
PF20053200 20 (1,3)0.50 (0.37) 3 200 208 3.7 3.8 4 1 l¿ in. GFP 22.3 (566) 18 (457) 26 (12) 300
PF2o101 2 4,5 20 (1 .3) 1 ,00 (0,75)1 230 240 10,5 1 0,5 7 1 % in. GFP 28.4 (t21) 20 (508) 33 (15) 100
PF201 03200 4 5 20 (1 ,3) 1 .00 (0.75)3 200 208 5.8 5'9 7 1 1/¿ in. GFP 27.8 V06)20 (508) 33 (1s) 300
PF2015124's 20 (1.3) 1.50 (1.11) 1 230 240 12,4 12.6 I 1 1/¿ in. GFP 34'0 (864) 24 (610) 41 (19) 100
PF201 53200 4'5 20 (1 ,3) 1 .50 (1 .1 1)3 200 208 7.1 7.2 I 1 lq in. GFP 30,7 (780) 20 (508) 35 (16) 300
PF30051 1 30 (1.9) 0.50 (0.3R 1 115 120 11.8 11.8 3 1 % in, GFP 21.3 (541) 20 (508) 28 (13) 300
PF30051 2 s0 (1,e)0.s0 (0,37) 1 230 240 6.2 6.2 3 1 iz¿ in. GFP 21,3 (541)20 (508) 2s (11) 300
PF30053200 30 (1.9) 0,50 (0.37)3 200 208 3.6 3.6 3 1 % in. GFP 21.3 (541)20 (508) 25 (11) 300
PF30071 2 30 (r.e) 0.75 (0.s6)1 230 240 8.5 8.5 5 1 l/¿ in. GFP 24.8 (630) 21 (533) 29 (13) 300
Pt30073200 30 (1.9) 0.75 (0.56)3 200 208 4.9 4.9 5 1 /¿ in. GFP 24.6 (625) 21 (533) 30 (14) 300
1.oo (0.75) 1 230 240 10.4 1 0.4 6 I 1/¿ in' GFP 27'0 (686) 22 (559) 32 (1 '1005)PF3ot012 4 30 (1.9)
PF301 0s200 4 30 (1.9) 1.00 (0.75)3 200 208 5.8 5'8 6 I l/¿ in. GFP 26.4 (671)22 (55e\ 33 (15) 300
PF301 51 2 4,s 30 (l .9) 1 .50 (1 ,1 1)1 230 240 12,6 12.6 B 11/q in. GFP . 32.8 (s33) 24 (610) 40 (18) 100
PF30153200 45 30 (1.9) 1.50 (1.11)3 200 208 6.9 6.9 8 I % in. GFP 2e.8 (5n 22 (55e) 34 (15) 300
PF301 534 4,5 30 (1.9) 1.50 (1.1 1)3 460 480 2,8 2.8 I 1 % in. GFP 29.5 (685) 22 (559) 34 (15) 300
PF30201 2 16, ? 30 (1 ,9) 2.00 (1 ,49)1 230 240 1 1 ,0 I 1 .0 10 1 /¿ in. SS 35.5 (902)26 (660) 44 (201 100
pF30203200 16 30 (1.9) 2.00 (1.49) 3 200 208 9,3 9.3 10 1 /¿ in. SS 34.0 (864) 24 (610) 41 (19) 300
pF30301 2 5' 6,7,8 30 (1 .9) 3.00 (2,23)1 230 240 16.8 16,8 14 1 % in. SS 44,5 (1 130) 33 (838) 54 (24) 100
3.00 (2.23) s 230 240 10,0 1 0.1 14 1 % in. SS 44'3 (1 1 25) 27 (686) 52 300PF303032 5'6,8 30 (1,9)
PF3050l 2 5' 6' 7' I 30 (1 .9)5.00 (3.73) 1 2s0 240 25.6 25.8 23 1 1z¿ in. SS 66.5 (1689) 53 (1346)10082 (37)
PF305032 r 6, B 30 (1 .9) 5.00 (3.73)3 230 240 1 6.6 16.6 23 I /¿ in. SS 60.8 (1544) 48 (1219)66 (30)300
PF30503200 r6,8 30 (1.9)5.00 (3,73) 3 200 208 18.7 1 8.7 23 I % in. SS 60'B (1 544) 48 (1 2l 9)30066 (S0)
PFS0051 1 50 (3.2) 0.50 (0.37) 1 115 120 12j 12j 2 2 ìn, SS 20.3 (516) 24 (610)27 (12) 300
PF50051 2 50 (3.2) 0.50 (0.37)1 230 240 6.2 6.2 2 2 in' SS 20.3 (516)24 (610) 27 (12) 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 (0.37)3 200 208 3.7 3.7 2 2 in, SS 20.3 (516) 24 (610) 28 (13) s00
PF500534 50 (3.2) 0,50 (0.37) 3 460 480 1 .5 1 .5 2 2 in. SS 20.3 (51 6) 24 (610)28 (13) 300
PF50071 2 50 (3.2) 0.75 (0,56)1 230 240 8,5 8.5 3 2 in, SS 23J (602) 25 (63s) 31 (14) 300
PF500732 50 (3.2) 0.75 (0.56)3 230 240 3.9 3,9 3 2 in, SS 23.7 (602) 25 (6s5) 32 (15) 300
PF50073200 50 (3.2) 0,75 (0,56)3 200 208 4.9 4,9 3 2 in. SS 23.1 (5s7) 26 (660) 32 (15) 300
f{T0-Pu-PFl
Rev.2.2, @ m/14
Page 2 of 6
orenco Systemso lnc, , 814 Airway Ave., Suthedin,0R 97479 USA ' 800-348-9843 ' 541 -459-4449 . www,orenco'com
Technical îrafa Slieet Orenco
Specifications, 60 Hz (continued)
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Model 480 1.8 3 2in 25 (635)4) 30050 (3.2)
PF501 01 2 50 (3.2) 1.00 (0.75)1 230 240 10.1 10.1 4 2 in. SS 27.0 (6s6) 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) s00
PF501 034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 ìn. SS 26.4 (671)26 (660) 3e (18) 300
PF50151 24 50 (3.2) 1 .50 (1 .1 1)1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100
PF501532004 50 (3.2) 1 ,50 (1.1 1)3 200 208 7.0 7.0 5 2 in, SS 29.3 Q44) 26 (660) 35 (16) 300
pF503012 4'5'7,8 50 (3.2) 3.00 (2.23)1 230 240 17.7 17.7 8 2 in, SS 43.0 (1092) 37 (e40) 55 (25) 100
pF50303200 4,5,8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 I 2 in' SS 43.4 (1 102) 30 (762) 55 (25) 300
PF503034 4'5,8 50 (3.2) 3,00 (2.23) 3 460 480 5.3 5,3 I 2 in. SS 40.0 (101 6)3r (787) 55 (2s) 300
PF505012 5,6,7,8 50 (3.2)5.00 (3.73) 1 230 240 26.2 26.4 l3 2 in. SS 65.4 (1661) s5 (1397) 64 (29) 300
pF505032 5.6'7'8 50 (3.2) 5,00 (3,73)3 230 240 16.5 16.5 13 2 in. SS 59,3 (1506) 49 (1245) 64 (29) 300
PF751 01 2 75 (4,7) 1.00 (0,75)1 230 240 9,9 10.0 3 2 in. SS 27,0 (686) 27 (686)34 (15) 100
Pt751512 75 (4,7\ 1 ,50 (1,11) 1 2so 240 12j 12.3 4 2 in. SS 3s.4 (848) 30 (762)44 (20) 100
Specifications, S0 Hz
Model
10 (0.37)230 161 (584) 17 (12)300
PF100752 45 10 (0,6) 0.75 (0.56)1 220 230 6.2 6.2 I 1 l/¿ in. GFP 26,8 (65s) 17 (432) 30 (14) 300
PF101552 16 10 (0.6) 1.50 (1.11)1 220 230 10.5 11.4 18 1 1/¿ in. SS 39.5 (1003) 22 (559) 46 (21) 300
PF300552 30 (1.e) 0.50 (0.37)1 220 230 4.1 4.1 4 lYqin.GFP 225(572) 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)2e (13) 300
PFS0l 052 30 (1.e) 1.00 (0.75) 1 220 230 7.4 7 .4 7 1 l¿ in. GFP 28'4 (721) 20 (508) 32 (15) 1 00
PF301 552 4,5 30 (1.9) 1 ,50 (1.1 1)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 (s16) 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
PFs01 552 50 (3.2)1.50 (1.11) 1 220 230 9,1 9,1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100
PF751 052 75 (s.2\ 1.00 (0.75)1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 1 00
1 GFP = glassJ¡lled polYProPYlene;SS = s¡a,h/sss sls6l The 1 %-in. NPT GFP discharge is 2 7ß ¡n ocfagonal acrossllats: the1%-¡n.NPTSSdischarge¡s21ßin octagonal acrossflats; andthe
2-in. NPI SS dischatge ¡s 2 7/8 in.hexagonal across flats. Discharge is Íenale NPT threaded, U'S' nom¡nal size,to acclmn1date 1renco@ discharge hose and valve assembl¡es. Consult your 0rencl
Disttibulor ab1ut f¡tt¡ngs to connect hose and valve assentblies to mett¡c-sized Pip¡ng
tn other appticatilns, nìnimum tiquid level sh1uld be top ol punp Consult2 M¡nimum liquid tevet ¡s for single punps when instatled ìn an Arcnc| B¡otubæ PunpVault 0r UnÌversa! Flow lnducet.
)rcnco ÍoÍ norc infoÍnat¡on.
3 We¡ght ìncludes cafton and 10-ft (3'm) cord.
4 Hìgh-preæure discharge assembly requìred
5 Do not use can-tock ,pt¡on (0) on d¡scharge aæembly
6 Custon discharge assenbly required l0Ì these punvs Contact qrenc1'
7 Capacitor pack (sold separatety or Ìnstatted ¡n a custon clntr\t pane!) requ¡red f1r th¡s pump. C1ntact Orcnc1.
8 Tlrque tlcks arc ava¡tabte for alt punps, and are suppl¡ed w¡th s'hp and ,-hp punps
f{T0-Pu-PF-1
Rov.2,2, @ 09/14
Page 3 of 6
0renco Systemso lnc. ,814 Ainrvay Ave., Sutherl¡n, 0B 97479 USA ¡800-348-9843 . 541-459-¡1449 . wwworenco.com
SheetOrencoT,echnica, Ilata
Materials of Gonstruction
Glass-filled polypropylene or stainless steelDischarge
Engineered thermoplastic (PEEK)Discharge bearing
Glass-fìlled PP0 (NorYl GFN3)Diffusers
lmpellers Celcon@ acetal on 1 0-, 20, and 30-gpm models;impellers are Noryl GFN3
lntake screen PolYProPYlene
Suctionconnection Stainlesssteel
7/1 6 inch hexagonal stainless steel, 300 seriesDrive shaft
Sintered stainless steel, 300 seriesCoupling
Shell Stainless steel, 300 series
Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionìzed water and propylene glycol for constant lubricalion, Hermetically
sealed 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 arrestors for added security. Single-phase motors through 1.5 hp
(1.11 kW have built-in thermal overload protection, which trips at203-221"F (e5-105'C).
160
Using a Pump Gurve
A pumpcurre helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure
(total dynamic head, orTDH), providing a graphical repiesentation of a pump's optimal performance range, Pumps perform best at their nominal
flow rate - the value, measured in g"pm, expressed by the first two numerals in an 0renco pump nomenclature. The graphs in this section show
optimal pump operation ranges with ä roi¡o llnr. Flow ilow rales outside of these ranges are shown with a dashed line. For the most accurate
pump specification, use 0renco's PumpSelect'. software,
Pump Gurves, 60 Hz Models
140
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s 120
fl roo
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20
800
700
aes 600
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100
PF10 Sedes,60 H2,0.5 - 2'0 hP
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PF1005-FC
w/7¡"flow
controller
Pt15 Series, 60 H2,0.3 hp
0
46810121416 3 69121518212402
Ftow in gallons per minute (gPm)Flow in gallons per minute (gPm)
f{TD-PU.PF-1
Rev,2.2, @ 09/14
Page 4 of 6
0renco Systemso lnc. ,814 Airway Ave., Suther¡¡n' 0R 97479 USA. 800-348-9843 ¡ 541-459-4449' www'orenG0'com
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Pump Gurves, 50 Hz Models
FIow in gallons per mínute (gqn),t.6 3.2 4.8 6.3 7.9 S.5
Flow in gallons per minute (gpm), noninal6.3 13 13 25 32
0.4 0.8 1.2 1.6 20
Flow in literc per second (Usec)
Flow in gallons per minute lgpm), noninal10 19 29 38 48 57 67 78 86
1.2 1.8 24 3.0 3.6 4.2 4.8
FIow in liters per second (Usec)
r80
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PFr00752
?41
w/6mm flow
controller
0.1 Ð.2 0.3 0,4 0.5 0.6 Bl 0.8
Flow in liters per second (Usec)
FIow in gallons per minute (gpm), noninal7.9 16 24 32 40 48 56 63
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I{TD.PU.PF-'I
Rev.2.2, @ 09/14
Page 6 of 5
grenco Systemso |nc,,814 Ainuay Ave,, Sutherlin,0R 97479 USA . 800-348-9843 . 541-459-4449 . www'orenco'com
I
S-series Simplex Gontrol Panels
Applications
Orenco@ S-Series Simplex Control Panels control single pumps in
efflueni sewer (STEP) systems, onsite septic systems, and for pump
control into conventional gravity sewer systems.
Latch Stainless steel
Specifications
Feature Soecilications
Height, in, (mm) 11,5 (292)
Widlh, in. (mm) 9.3 (236)
Deplh, in. (mm) 5,4 (137)
Sl panel raTings. 1 20 VAC, t hp (0.75 kW, 1 6 A, 1-phase, 60 Hz
52 panelratings- 240VAC, 3hp(2.24 kW 164,1-phase,60 Hz
' Pump motors used with these panels requ¡re internal 1verl\ad protect¡on.
General
0rencoo S-Series Simplex Control Panels are electromechanical
panels for controlling single pumps. Standard features include an
AutomaticiOff/N/lanual (Auto/Off/Man) toggle swiich, conkols circuit
breaker, pump circuit breake¡ automatic motor control operation, and
an audible/visible high water level alarm with auto reset. Speciflcations
for standard and optional feaÌures are listed on page 2.
All S-Series control panels have a '120 VAC controls circuit
breaker. 51 panels have a I20 VAC pump circuit breaker,
while 52 panels have a 240 VAC pump circuit breaker.
All S-Series panels can be used with both mechanical and
mercury floai switches.
Listed per UL-508 and cUL-508; CE-listed versìons of S-Series
panels are available.
l*!?d- |
l¡ElFl
||tr
oE ¡¡:
1renco S-series Simplex Control Panel (SlETMCT shown)Standard Models
S1, 52
Materials of Gonstruction Product Code Diagram
Component Material
Enclosure W+esistant fiberglass, Type 4X (lP 66)
Hinge Stainless steel
S
Standard
DT
RO
DS
ETI\¡
NT
HT
PRL
Dt _
SA
lnlrinsically safe relays;
Blank = standard, no lR relayslRl = up to 2 float switches
lR2 = up to 4 float switches
options (list in order):
programmable timer
redundant off relay
disconnect switch
elapsed time meter
event counter
heater
pump run lighl
power light
surge arrestor
Pump voltage:
1 = t20vAC
2 = I 20 VAC or 240 VAC
S Series simplex control panel
orenco Systems@ lnc, ,814 Airway Ave., Sutherl¡n,0R 97479 USA . 800-348-9843 o 541-459-4449 ' www.orenco.com t{TD-CP-S-1
Rev.2.0, @ 03/17
Page 1 of 2
@renco'Teehnical î)ab theet
SYSTEMS
O
@
o
o
o
!
T
IJ L-II.
ùrenco S-Series S¡mplex Control Panel (SIETMCT shown)
Standard Features
Feature Specifications*
1. Motor-start conlactor 120 VAC: 17 FLA, t hp (0.75 kW, 2.5 million cycles al FLA
240 VAC: 17 FLA, 3 hp (2 24 kW, 2 5 million cycles aT FLA
4, Auto/Off/Man toggle switch Single-pole, doublelhrow H0A switch
2. Controls circuit breaker 10 A, 0FF/0N switch, single pole, DIN rail mounting with thermal magnetic tripping characteristics
3. Pump circuit breaker
tripping characterìstics
20 A, 0FF/0N switch, single pole (120 VAC) or double pole (240 VAC), DIN rail mounting with thermal magnetic
5. Audible alarm 95 dB at 24 in, (610 mm), warble{one sound; gaskeled, ULType 4X (1P66)
6. Audible alarm silence relay Automatic reset, DIN rail mount
7. Visible alarm 7ß-tn.(22-nn)diameter red lens, "Push{o-silence," ULType 4X (1P66), 1 W LED light
8, Enclosure UV-resistant fiberglass and stainless steel, UL Type 4X (1P66)
0ptional Features
Feature Specifications*Product code adder
lntrinsically safe
control relays
Listed per UL 6984, for Class 1 Div, 1, groups A, B, C, D hazardous locations
(Requires larger enclosure)
¡R
Programmable timer Repeat cycle from 0,05 seconds to 30 hours; separate variable controls for OFF & 0N time periods PT
Redundant off relay DIN rail mount; provides a secondary off; sounds alarm upon low level condition RO
Elapsed time meter 7-digit, non-resettable; limit of 99,999 hours; accurate t0 0.01 hours ETM
Event counter 6-digit, non-resettable NT
Heater anti-condensation healer; self-adjusting: radiates additional wattage as Iemperature drops HT
Pump run light 7ß-in. (22-mm) diameter green lens; UL Type 4X (1P66), 1 W LED light PRL
Power light 7ß-in. (22-mm) diameter green lens; UL Type 4X (1P66), 1 W LED lighT PL
Surge arrestor Status light 0n unit; protects incoming power supply from electrical surges SA
Test Switch Momentary switch for alarm testing
* Al! voltages aÍe 120 VAC unl$s othew¡se noted.
¡rlTD-CP-S-1
Rev.2.0, @ {13/17
Page? of 2
orenco Systems@ |nc.,814 A¡rway Ave,, Sulherl¡n,0R 97479 USA . 800-348-9843 . 541-459-4449 . www'orenco'com
Double Walled PVC Riser & L¡d Options
Poly Lid
(Static Ioad tesbd to 5000lbs). Skid rcsistance surfaoe. Available in green. Highest level of UV Probc{ion induded. lndudes a fuam gasket br airlight and
waterti ght applications. lndudes squar€ drive screrus to disætlrage
unauthorized enüy. lnsulation panels adtieve R-10 insulation rating
2'ol
Standald
Orenco @ DuraFibern Access Lids (FLD)
Not recommended fur vehict¡larffic
2t and 30'Diamebrs. Sol¡d, rosin-infused fibeqlass ænsüuclion. 2O,qXHb breaking sü€ngüt. Standard gr€en or brown oolorc. Available with orwithout ure'üane lid gasket. Available with carbon filüation. 4 stainless sbelllathead socketcap scr€\rrs & hot
key urendt. Insulated lids available - ? or4'
Double Walled PVC Riser
. Available in 24' and 30' Diamebr. Cut b lengür. Sold in +l- 2' incrcmenb. Must be cilt bettv€en ribs
N M¡rnG.¡sewtæ
Frq 3o5a7oa 2txEcoru'fi7
P.O.Bqæs
Fur (/19) 3ffim Bm\ßta' ætr.n1
Wcb¡lb: www.wlb¡pttrd.øn
Emrll : tonUæf@allenrcd.sn
Weter&
Wa¡Webr
o Systems
o Poducl¡
This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN
CNTERIA, call Orenco Systems, Inc. at I-800-348-9843. ñ_z
Orenco Automatic D¡stributing ã
Valve Assemblies
For Wastewater Effluent Systems
Introduction
Orenco's automatic distributing valve assemblies, pressurized with small high-head effluent
primps, 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 simplify the design and installation of a distribution sys-
tem and reduce installation costs. This is particularly true where a distributing valve assem-
bly is used instead of multiple pumps andlor electrically operated valves. Additionally, a
reduction in long term operation and maintenance costs is realized due to a reduced size
and/or number of pumps. More even distribution can be achieved on sloping sites by zoning
laterals at equal elevations. This elirninates 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 1 for the following valve operation description. The flow
of the incoming effluent forces the rubber flap disk O to seat against the valve bottom €).
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 @ 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 O. 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 eflluent
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 bottorn.
Figure 1:
6000 Series Valve
Orenco Systern6'
Incorporated
1-800-348-9843
NTP-VA-1
Rev.12, @ 11/03
0renco Systcms", lnc.
Page I of 6
o
lnlet
----->
o
o
ø
0utlets
o
I'l'
L
Figure 2:
0renco Distdbuting Valve Assembly 16000 Series Valve)
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
difficult 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
effluent 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 ensuïe 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 effluent pumps by a factor of l0 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.I
Rcv.1.2. @ 11Í13
orenco Sylems", lnc.
Page 2 of 6
Thble 1. Automatic Distributing valve Assembly Headloss Equations
Moclel Series Fquaüaq operatineRange (æm)
v44004 HL:0.085 x ql'4S l0-40
v46004 HL:0.085 x ql'58 10 -25
v6400A.H¡ : 0.0045 x d + 3.5 x (l - e4'06Q)15-70
v66004 H¡ : 0.0M9 x q2 + 5.5 x (t - e4'19 15-70
35
30
25
20
15
10
5
0
0
->
-cr
E
o).n
U)
-co,foL
-ct-
.ttØoJ
E(5
o)I 510152025303540455055606570
Flow (gpm)
Figure 3:
Automatic distributing valve assembly headloss curues
The Pumping System
Although the distributing valve was designed for the irrigation industry it has started to gain fairly
wide acceptance in the effluent pumping industry. However, because of the mechanical movements
of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that
may impede the operation of the valve. Orenco Biotube@ Pump Vaults - when properly sized and
insiaileã - 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 ãffluent through avery large surface area screen cartridge. Without this protection in effluent
systems, the valve has very little chance of reliable long-term operation.
NTP.VA-1
Rev.12, @ 1U03
0renco Systems", lnc,
Page 3 of 6
v66004
-a ,-
/
v46004 -/
v44004L.'¿.at'-
-/
-/-7
/4 =
.1 .J ta,
Valve Positioning
The physical position of the valve in relation to the pump and the discharge point is very itnportant
for proper valve operation. The mosL reliable opcration occurs when the valvc 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 frlling 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 feet 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 tolotate reliably, no more than about 2 feet of head should remain against the
valve to allow the rubber flap disk to return 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 systerns controlled by prograrnmable timers to
ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves.
Pumping downhill to the valve should be avoided unless the transport line is very short and the ele-
vation between the discharge 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 overcorne this problern in some instances.
Dislribut¡ng Valve Assembly
Discharge Leterals
Transport Line
Dosing Tank
Figure 4:
ldeal value location
NTP-VA.1
Bev.12, @ l1lll3
orenco Syloms", lnc.
Page 4 of 6
System Startup
Refer to the I'lydrotek Valvc booklct that is provided with the distributing valve assembly for the
sequencing ef the valve outlets. The transport linc should always be flushed with clean water before
insialling the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during
ilstallation 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 offto allow the pressure to be released from the
vaive.) If visual operation of which zone is operating is not possible, watch the clear pìpe on each
line for indication of which zone is operating.
D¡scharge Laterals
Pressure Release
Linê if h>2L0"
chêck Valves ¡f h>2L0"
D¡stribul¡ng Valve Assembly
TEnsport Line
Dosing Tank
tigure 5:
Valve assembly below linal discharge point
Maintenance
Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet
and system startup procedures listed above.
Troubleshooting
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.
ITTP-VA.T
ßêv.12, @ 11IB
0renco Systems", lnc.
Page 5 of 6
SOLUTION 3
SOLTITION 4
SOLUTION 5
SOLUTION 6
SOLUTION 1
SOLUTION 2
2. PROBLEM: V/ater comes out of all the valve outlets
GAUSE,: Stem and disk assembly not seating properly on valve outlet.
SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat
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 and check for proper movement of stem and disk assembly.
Check for and remove any debris or foreigtr objects that may jarn or retard the
movcmcnt 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.
CAUSE: The stem and disk assembly is being advanced past the desired outlet.
SOLUTION l: 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.
NTP-VA-1
Rev.12, @ 1l/lB
Orenco Syslems", Inc.
Page 6 of 6
ã.-,ñt
€Distributing Valves Submittal
Data Sheet OronêoSyttonr'
lncorporated
1-8m-3{8-9t43
Applications
Automatic Distributing Valve Assemblies are used to pressurize
multiple zone distribution systems including textile filters, sand
fi lters and drainfields.
coupling
d¡stribut¡ng valve
clear pipo
Top View
ball valve
elbow
Side View
elbows
Bottom View
General
Orenco's Automatic Distributing Valve Assemblies are
mechanically operated and sequentially redirect the
pump's flow to multiple zones or cells in a distribution
field. Valve actuation 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.
Orenco only warrants Automatic Distr¡buting Valves when
used in conjunction with High-Head Effluent Pumps with
Biotube* Pump Vaults to provide pressure and flow
requirements, and to prevent debris from fouling valve
operation. An inlet ball valve and a section of clear pipe
and union for each outlet are provided for a complete
assembly that is easy to 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.
Standard Models
v4402A, V44034, V4404A, V4605A, V46064, V64024, V64034,
v6404A, V6605A, V66064.
Nomenclature
l A
Tlndi"ut ,assembly
Number of active outlets
Model series:
44 = 4400 series(2-4outlets)
46 = 4600 series(5-6outlets)
64 = 6400 series(2-4outlets)
66 : 6600 series(5-6outlets)
Distributing valve
üntoÍ
n
Specifications
Materials of Gonstruction
AllFittings:
Unions:
BallValve:
Clear Pipe:
V4XXX Distributing Valves:
V6XXX Distributing Valves:
Sch.40 PVC perASTM specification
Sch, 80 PVC per ASTM specificatìon
Sch. 40 PVC per ASTM specification
Sch,40 PVC perASTM specification
High-strength nonconosive ABS polymer and stainless steel
High-strength nonconosive ABS polymer; stainless steel, and die cast metal
itsu-st-vÂl
Bev.3.0, @ {/03
Page I ol 2
Distrihuting Valves (continued)
35
:n
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m
15
10
¡¡
6¡
at,o
Et
o
Fov,o
tt
.E¡t
5
0
v66004
v44mAl-¿v64004
v{6004l-/I
¿,r-
-1 á
'-
-é -*é V):-**-*
05l015mã :n35404550556065r¡
Flow{gpm}
Model lnletSize {in.l 0r¡tleb Size (in.l Flow ranqe (onm) Max Head ft) Min. Enclosure
v44024 't.25 1.25 10-40 170 v81217
v44034 1.25 1.25 10-40 170 w1211
v44044 1.25 1.25 10-40 170 v81217
v46054 1.25 1.25 10-25 RR24't8170
V4M6A 1.25 1.25 10-25 170 RR2418
v64024 1.5 1.5 15 - 100 RR2418345
v64034 '1.5 1.5 15 - 100 345 RR2418
v64044 1.5 1.5 15-lm 345 RR2418
v66054 1.5 1,5 15,1m 345 RR2418
v66064 1.5 1,5 15-1m RR2418345
itsu-sÊvAl
Rev.3.0, @ 4/03
PageZtl2
' ,,'
":0lriak4"""
The 0uick4'Plus
Standard ChamberIN FILTRATOR'
water tcchnologtes
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 lett. lt is
also available in four-foot lengths to
provide optimal installation 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
lh 0uick4 Plus" Series
Quick4 Plus Standard Chamber 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 wheelloads of 16,000|bs/axle with 12" of cover
Ouick4 Plus All-in-One 12 EndcaP
Benefits:
. May be used at the end of chamber
row for an inleVoutlet or can be
installed mid-trench
. Midtrench 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 serial distribution
systems
. Pipe connection options include
sides, ends or top
Quick4 Plus All-in-0ne PeriscoPe
Benefits:
. Allows for raised invert installations
. 180" directional inletting
. 12" raised inverl is ideal for serial
applications
Cerrtified by the lnlernational
Association of Plumbing
and Mechanical
Officials (IAPMO)
I
¡
i'i
Size
34"Wx53"Lx12"H
(864 mm x 1346 mm x 305 mm)
Effective Length
48" (1219 mm)
Louver Height
8" (203 mm)
Storage Gapacity
47 gal (178 L)
lnvert Height
0.6" (15 mm),5.3" (135 mm),
8.0" (203 mm),12.7" {323 mm)
Quick4 Plus Standard Ghamber
Specifications
APPROVED in
@
Quick4 Plus-u'Series Vuick4,'"''
Ouick4 Plus Standard Ghamber
12"
34"4g',
EFFECTIVE LENGTH
Quick4 Plus All-in-0ne 12 EndcaP
PRESSURIZED PIPE DRILL
POINTS LOCA'TIONS
(2 PLACES)
18"
FRONT VIEW
8" INVERT
SIDE VIEW
INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY
(a) The structural integrily of each chamber, endcap and other accessory manufactured by
lnfiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in
accordance wilh lnf¡ltralor's instructions, is warranled to the original purchaser ("Holder") against
defective materials and workmanship for one year from the date that the sept¡c permit is issued for
the sept¡c system containing the Units; provided, however, that ¡f a seplic perm¡t ¡s not required by
applicable law, the warranty period will begin upon the date that inslallat¡on of the septic system
commences. To exercise its warranty rights, Holder must not¡fy lnfiltrator in wdt¡ng at its Corporate
Headquariers ¡n old Saybrook, Connecticut with¡n fifteen (15) days of the alleged defecl, lnfiltrator
will supply replacement Un¡ts for Un¡ts determined by lnfiltrator to be covered by th¡s Lim¡ted
Warranty. lnfiltrator's liability specifically excludes the cost of removal and/or ¡nstallation
of the Units.
(b) THE LIMITED WARRANTY AND REMEDIES lN SUBPARAGRAPH (a) ARE EXCLUSIVE.
THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO
IMPLIËD WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARÎCULAB PURPOSE
{c) This Limited Warranty shall be void ¡f any part of the chamber system is manufactured by
anyone other lhan lnfiltrator. The Umiled WaTranty does nol €xtend to incidental, consequential,
special or indirecl damages. lnfìltrator shall not be liable for penalties or liquidated damages,
including loss of produclion and profts, labor and materials, ove¡head costs, or other losses or
expenses incurred by the Holder or any thkd party. Specìfically excluded from Lìmited Wananty
coverage are damage to the Units due to ordinary wear and tear, alteration, acc¡dent, misuse,
abuse or neglect of the Units; the Units being subiected to vehicle traffic or other conditions which
are not permilled by the ¡nstallation ¡nstructions; lailure to maìntain the minimum ground covers
se't forth in the installat¡on instruclions; the placement of improper malerials ¡nlo the system
containing the Units; failure of the Units or the sepl¡c system due to improper siting or improper
sizing, excessive water usage, improper grease disposal, or improper operation; or any other
event nol cåused by lnfìllrator, Th¡s Limited Warranly shall be vo¡d if the Holder lails to comply
with all of the terms set forth in this Limited Waranty, Further, ¡n no event shall lnfltrator be
responsible for any loss or damage to the Holder, the Units, or any thkd party result¡ng from
installation or shipment, or from any product liability claims of Holder or any third party. For this
Limited Warranty to apply, the Unìts must be ¡nstalled in accordance with all site conditions
required by state and local codes; all other applicable laws; and lnfiltrator's installation instructìons.
(d) No representative of lnfiltrator has the authority to change or extend this Limited Warranty.
No warranty applies to any pa.ty other than the original Holder.
The above represents the Standard Limited Wananty offered by lnfiltrator. A lim¡ted number of
states and counlies have different warranly requirements. Any purchaser of Units should contact
lnfillrator's Corporate Headquarters in Old Sâybrook, Connecticul, pr¡or to such purchase, to
obtain a copy of the applicable warranty, and should carelully read thal warranty prior to the
purchase of Units.
Quick4 Plus All-in-One Per¡scope
QUICK4 PLUS
ALL-IN-ONE
(360'SwrvEL)
12.7" INVERT
ls"l 9"
IN FILTRATOR'
wator technûlC)g,cs
Contour, lVicroLeach¡ng, polyTuf, Chamberspacer, MultiPort, Posilock, Quickout, QuickPlay, Snaplock and StEightlock are trademarks of Infltrator Water Tshnologies.
polylok ¡s a lrademark of PolyLok, lnc. TUF-TITE is a reg¡stered trademark of TUF-TITE, lNC. Ultra-Rib ¡s a trademark of IPEX lnc.
@ 2013 lnñltrâtor Water Technologies, LLC. All ¡ìghts reseryed' Printed in U.S.A.PLUS05 0713
',..-
",,í"tr
4 Business Park Roâd
P.O. Box 768
Old Saybrook, CT 06,475
860-577-7000 . Fax 860-577-7001
1-800-221-4436
ì¡rrwwi nf iltratoÌwater,com
I li
Contact lnfiltrator Water Technologies' Technical Services Depanment for ass¡stance at 1 -8CIO-221-4436
l)Êþr Dl20/2315Sheel 1 of 13hecked by: DFHQUICK4 PLUS STANDARD CHAM¡ERTYPICAL TRENCH DETAILSECTION VIEW)Em by: EMBscale: rcr Þ squWINFILlRATOR",!a.ìir,r irl :r,,riJ!t-rjINFILTRATOR WATER TECHNOLOGIES4 Bus¡næs Pârk Rd- OH Saybrcok, CT06,t75(800) 2214436INFILTRATOR WATER TECHNOLOGIESQUICK4 PLUS STANDARD CHAMBERTYPICAL TRENCH DETAILSECTION VIEW(NOT TO SCALE)PRESSURE PIPEIF REQ'D, PER DESIGNNATIVE BACKFILLTOPSOIL6'COVER (12" COVERmH-112"8" INVERT34"SPACING PER CODE34"(36'' WDE TRENGH)- LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN
3',
SUGGESTED ORIFICE GRID
BEGIN ORIFICES INSIDE THE FIRST
CHAMBER. DO NOT EXTEND
ORIFICES INTO END CAPS
3'O.C.'o.c
1 5'
1 5'
3'
ORIFICES FACE UP, SUSPENDED
UNDER CHAMBERS EXCEPT FIRST,
MIDDLE AND LAST ORIFICE FACE DOWN
FOR DRAINAGE
PLACE ORIFICE SHIELDS UNDER ALL
DOWNWARD FACI NG ORIFICES
o-
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c o-
'<\:ì\ìÀ
a
0rifice Shields
Technical Ðata theet
Applications
Orenco@ Orifice Shields are used in a pressurized distribution system
to protect the orifices from bacKill debris that might cause orilice
blockage.
J
t'åf
General
0renco Orifice Shields snap-fit onto laterals. They may be placed on
top of or beneath a lateral, depending on the location of the orifice.
0rifice 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
f
\
\
-
l;,.rt pipesize,nominat
075
100
125
'150
200
ùrifice shield installed on lateral pipe, standard configuration
Shield
0rifice
Cutaway vìew, standard configuration
0rifice
Shield
Cutaway view, cold weather configuration
mm)
mm)
mm)
mm)
mm)
- 0.75 in. (20
= 1.00 in. (25
= 1.25in. (32
= 1.50 in. (40
= 2,00 in. (50
0rifice shield
Material of Construction
PVC perASTM D-]784
Physical Specifications
Model Shield 0.D.
in. (mm)
Lateral pipe 0.D.
in. (mm)
0s075 3,5 (8e)r.05 (27)
0s1 00 3,5 (Be)1.31s (33)
Osr 25 3.5 (Be)1.66 (42)
0s1 50 4.5 (114)1.e0 (48)
0s200 4.5 (r 14)2.375 (60)
grenco Systemso Inc, ,814 Airuay Ave., Sutherlin,0B S7479 USA. 800-348-9843 . 541-459-¡1449 . wwworenco.com t{ïD-sF-0s-1
Rev.1.1, @ 09/14
Page 1 of 1
Orenco@ Flushing AssembliesItem#
SEK.
Flushinq 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:. 1-" diameter. L.25" diameter¡ 1.5" 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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UAttEY
PRECA$Tnc
(7ts) 3ss-6764 fi:j:åf.intY
Road 317
Fax: (719) 395-3727 Buena Vista', co 81211
Website: http ://valleyprecast.com/
Email: frontdesk@valleyprecast.com
Water &
Wastewater. Systems. Products. Service