HomeMy WebLinkAboutOWTS Engineer's Design Report 04.05.2018f,il.
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AprilS, 2018 Project No, C1358
Tim Hagman
tim@haqmanarchitects. com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
3-Bedroom Residence
Lot 13, Rock Creek Subdivision
Garfield County, Colorado
Tim
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater
treatment system (OWTS) design for the subject residence. The 5.04-acre property is located outside of
Carbondale in an area where OWTSs are necessary. We have changed the location of the soil treatment
area (STA) slightly. Original design documents dated March 15,2018 should be discarded and replaced
with these design documents dated April 5, 2018.
Legal Description: Section: 4 Township: I Range: 88 Subdivision: ROCK CREEK SUB LTS 12-13 AMD
Lot: 13
Parcel lD: 2463-041-09-013
SITE CONDITIONS
The property is currently developed with a single-story wood frame house and a 2-story barn and
additional dwelling unit (ADU). The single-story wood frame house will be demolished and replaced with
a new, 3-bedroom, single-family residence. The OWTS serving the single-story wood frame house will
be abandoned and replaced with the OWTS proposed in this design, The existing O\MI-S serving the 2-
story barn and ADU is served by an existing OWTS that will remain and is not addressed in this design.
The residences on the property are served potable water by a shared water system. The water line runs
to the north of the existing driveway. The water line will not come within 25-feet of any of the proposed
OWTS components.
The proposed soil treatment area (STA) location is relatively flat and is part of the currently inigated yard
area.
SUBSURFACE
The subsurface was investigated on February 15,2018 by digging four 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, #2, and #3 consisted of dark brown topsoil from 6-inches to
18-inches, underlain by medium brown loamy sand with 2-inch to 2-foot diameter cobbles to a maximum
I Carla Ostberg holds a Certificatc of Attcndancc and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page2
depth explored of 3-feet to 4-feet. The rock content in all three test pits exceeded 35%. No bedrock or
groundwater was encountered.
The materials encountered in the Test Pil H consisted of dark brown topsoil to 6-inches, underlain by
medium brown loamy sand with some cobbles to a maximum depth explored of 7-feet. The rock content
in Test Pit M did not exceeded 35%. No bedrock or groundwater was encountered; however, we did
observe some mottling approximately 2-feet below grade. This test pit was excavated in an area of the yard
with a sprinkler system. We speculate this mottling is a result of the irrigation system. A piezometer has
been placed in the test pit to monitor through Spring runoff.
A sample was taken from Test Pil #4 at 2-feet below grade. The soit formed a ball but did not form a
ribbon. Soil structure shape was single grain, soil structure grade was moderate, and consistence was
loose.
STA sizing is based on Soil Type 1, Loamy Sand with granular structure type and moderate structure
grade. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design
the OWTS, in accordance with Table 10-l Soil Type 1 presented in the Garfield Gounty On-Site
Wastewater Treatment System Regulations, adopted April 14, 2014.
I I ',L
View of pond and river Test Pit #l
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L
Rock content greater
Page 3
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Test Pit #2
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Test Pit #3
Test Pit #4
Page 4
Rock content less than 35%Sieved sample
Note mottling
DESIGN SPECIFICATIONS
The existing septic tank and STA will be abandoned in place. The septic tank must be collapsed and
remaining void filled with gravel, sand, or compacted soil.
Desiqn Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD
LTAR = 0.8 GPD/SF
450 GPD / 0.8 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 394 SF
Page 5
The new OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be
used. The installation must include a 1250-gdlon, two-compartment septic tank with an Orenco@ ProPak
and PF3005 pump in the second compartment. Floats must be set to dose approximately 80 gallons per
pump cycle, allowing 9 gallons of drain back after each pump cycle. The control panel for the pumping
system must be located within line of sight of the septic tank.
Effluent will be pressure dosed through a 1.5-inch diameter pump line from the septic tank to 1.S-inch
diameter level manifold. The pump line must have a minimum 1o/o grade for proper drain back into the
septic tank.
The STA will consist of a chamber bed with three rows of 11 'Quick 4' Low Profile lnfiltrator@ chambers
for a total of 33 chambers and 396 square feet of infiltrative area. Burial depth of the chambers must
remain shallow, with a maximum depth of 2-feet below native grade.
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. The holes must be placed 3-feet on center. We
recommend Orenco@ Orifice Shields be placed under the downward facing orifices. 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 in each corner of the bed. Ports may be cut to
grade and covered with a valve box for access.
lrrigation should be discontinued in the area of the STA, with the exception of establishing native grasses
over the area.
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.
Page 6
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.
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, 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 þe 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:
(ß,\b tvtøx,-,g N\8s662
Carla Ostberg, MPH, REHS
Richard H.
Pump Selection bra Pressurized Sysbm
Buchman Residence
Parameters
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SI PLAN
DRAWINGS MUST BE USED IN
CONJUNCTION WITH DESIGN
LETTER DATED O4IO4I18
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33 FourWheelDrive Road
Carbondale, Colorado 81 623
Phone 970.309.5259
carla@allserviceseptic.com
Buchman Residence
Lot 13 Rock Creek Subdivision
Garfield County, Colorado
Project Number: C1358
Date: 03/15/18
Revised: 04104118
Designed By: CBO
Reviewed By: RHP
Drawn By:ANM
w1 .0
Sheet 1 of4
\\) l)jio
'o
o
(o o
Y to \
NEW 4- DIA SDR-35 DOUBLE-SWEEP \
GLEANOUT (MrN.27o SLOPE TO TANK) \
EXISTING TANK AND STA
TO BE ABANDONED
.84
NEW 12so-GALLON,
TWO-COMPARTMENT, CONCRETE
SEPTIC TANK WITH 'ORENCO'
PUMPING SYSTEM IN
SECOND-COMPARTMENT
1.5" DIA SCH-40 PVC PUMP LINE
(MrN 1% DRArN BACK TO TANK)
TO 1.5" DIA SCH-40 PVC LEVEL
MANIFOLD
NSPECTION PORT AT EACH
CORNER OF STA
\\
FLUSHING ASSEMBLY AT
END OF EACH LATERAL ..0-'0
S P 0' 10' 20'
Scale: 1" = 20'-0"
3-BEDROOM
RESIDENCE
C\C
- lt -t -t -{ -{-t¿t-t- t--+ -+ -t -{ -t-t-t-t-- h
/lK\
'QUICK-4'LOW PROFILE
CHAMBER BED.3 ROWS OF
11 =33CHAMBERS=396SF
1.5'DIA SCH-40 PVC SUSPENDED
LATERALS WITH 5/32" DIA ORIFICES
FACING UP 3'O.C. FIRST AND LAST
ORIFICES FACE DOWN FOR
DRAINAGE WITH AN ORIFICE SHIELD
- +\-+ -t -t -t -t-t- t- F
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33 FourWheelDrive Road
Carbondale, Colorado 81623
Phone 970.309.5259
carla@allserviceseptic.com
Buchman Residence
Lot 13 Rock Creek Subdivision
Garfield County, Colorado
Project Number: C1358
Date: 03/15/18
Revised: 04104118
Designed By: CBO
Reviewed By: RHP
Drawn By: ANM
w2.0
Sheet 2 of4
1.5" DtA SCH-40 PVC
LEVEL MANIFOLD
1.5'DIA SCH-40 PVC SUSPENDED
LATERALS WITH 5/32" ORIFICES
FACING UP 3 O.C. FIRST AND
LAST ORIFICES FACE DOWN FOR
DRAINAGE SLIP-ON PVC CAP
DO NOT GLUE1.5" DtA SCH-40 PVC INSPECTION PORT AT EACH
CORNER OF STAPUMP LINE FROM
PUMP CHAMBER
INSULATED
TRACER WIRE FINISHED GRADE
QUTCK4(TM) LOW PROFTLE END
CAPS
TNFTLTRATOR(R) OUTCK(TM)
LOW PROFILE CHAMBERS, 3'X 4'
4" DIA SDR-35
SEWER LINE
2"END EACH LATERAL IN A 90"
SWEEPING ELL FACING UP WITH
A BALL VALVE FOR FLUSHING
2
TO TANK TO HOUSE
33 CHAMBERS
DETAIL
FLUSHING ASSEMBLY
4" DIA SDR 35 PVC
INSPECTION PORTAT
EACH CORNER OF STA
BACKFILL WITH NATIVE MATERIAL
(MUST BE M|NUS 3-rNCH MATERTAL)
SLIP-ON PVC CAP
DO NOT GLUE
112" DlA HOLE DRILLED
INTO FOUR SIDES OF
PIPE FOR VENTILATION
(BELOW SLIP ON CAP)
OR TOPSOIL SAW CUT TWO SLITS
TNFTLTRATOR(R)
QUTCK4(TM) LOW PROFTLE
CHAMBER,3'X4'
INTO TOP OF PIPE ON
OPPOSITE SIDES
NA Ï,VE USE HOLE SAW TO
CUT THRUTOPOF
4'DIA SDR-35 PVC
PIPE CUT TO FIT
2'
EXTENT OF 1',IN END PLATE
EXCAVATION
SCARIFY SURFACE
1.5" DIA SCH-40 PVC SUSPENDED
LATERALS WITH 5/32" ORIFICES
FACING UP 3' O.C. F]RST AND
LAST ORIFICES FACE DOWN FOR
DRAINAGE. SUSPEND WITH ZIP
TIES
112" DIA HOLES DRILLED
INTO TWO SIDES OF PIPE
FOR WATER INFILTRATIONMAINTAIN SHALLOW
INSTALLATION
PIPE MUST EXTEND TO
BOTTOM OF CHAMBER
STA INSPECTION PORT D
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$tililff
33 Four Wheel Drive Road
Carbondale, Colorado 81 623
Phone 970.309.5259
carla@allserviceseptic.com
Buchman Residence
Lot 13 Rock Creek Subdivision
Garfield County, Colorado
Project Number: C1358
Date: 03/15/18
Revised: 04104118
Designed By: CBO
Reviewed By: RHF
Drawn By:ANM
w3.0
Sheet 3 of4.
DESIGN
3.BEDROOM RES¡DENCE
(75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS)
WASTEWATER FLOW = 450 GALLONS
10'DIAVALVE BOX
WITH SECURED LID
TANK:
MIN. lOOO-GALLONS + 250 GALLONS PUMP CAPACITY
USE 12so-GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH
ORENCO PUMPING SYSTEM IN SECOND COMPARTMENT
FINAL
1.5" PVC SLIP X MALE
PIPE THREAD
ADAPTOR W/CAP
1.5" DIA BALL
VALVE
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAL/ SQ FT
CALCULATED STA = Q/LTAR = 45O l0.B = 563 SF
PRESSURE DOSED BED = 563 SF X 1.0 = 563 SF
CHAMBERS = 563 SF X 0.7 = 394 SF I 12 SF / CHAMBER = 33 CHAMBERS
THREE ROWS OF 11 'QUICK4'LOW PROFILE CHAMBERS IN A BED
TOTAL 33'QUICK 4'LOW PROFILE CHAMBERS
1.5. DtA SCH-40 PVC
LONG SWEEP 90'ELBOW
INSTALL FLUSHING
VALVE ECCENTRIC TO
CENTER OF VALVE BOX
CHAMBER END CAP
1.5. DtA SCH-40 PVC
SUSPENDED LATERAL
FLUSHING VALVE
SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 SOIL PROFILE TEST PIT NO.3 SOIL PROFILE TEST PIT NO.4
0
DARK BROWN TOPSOIL DARK BROWN TOPSOIL DARK BROWN TOPSOIL DARK BROWN TOPSOIL
1
OTTLING OBSERVED, GOLD AND
2
3
4
5
6
7
I
MEDIUM BROWN LOAMY SAND WITH
2-INCH TO 2-FOOT DIAMETER COBBLES
(GREATER THAN 35% ROCK)
MEDIUM BROWN LOAMY SAND WITH
2-INCH TO 2.FOOT DIAMETER COBBLES
(GREATER THAN 35% ROCK)
MEDIUM BROWN LOAMY SAND WITH
2-INCH TO 2-FOOT DIAMETER COBBLES
(GREATER THAN 35% ROCK)
RUST (LIKELY FROM SURFACE
TRRIGATTON). A PTEZOMETER WAS
PLACED IN TEST PIT FOR FUTURE
MONITORING.
t-
uJtu
LL
I
TFfLtuo
MEDIUM BROWN LOAMY SAND WITH
soME CoBBLES (LESS THAN 35%
ROCK)
NO GROUNDWATER OR BEDROCK ENCOUNTERED
DURING TRACK HOE EXCAVATION LEGEND
F topsoil
loamy
sandI
S
10
M
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33 Four Wheel Drive Road
Carbondale, Colorado 81 623
Phone 970.309.5259
carla@allserviceseptic.com
Buchman Residence
Lot 13 Rock Creek Subdivision
Garfield County, Colorado
Project Number: C1358
Date: 03/15/18
Revised: 04104118
Designed By: CBO
Reviewed By: RHP
Drawn By: ANM
w4.0
Sheet 4 of4
Item #
l250T.2GP.1lll
12ıO Gallon Top Seam
Two Gompartment
with High Head Pump
DESIGN NO'IES¡ Design per performonce test per ASTM
c1227r Top surfoce qreo 56.25 ftz¡ f'c @ 28 doys; concrete = 6,000 PSI
Min. '
lnstollotion:r Tank to be set on 5" min. sond
bed or peo grovel¡ Tonk to be bockfilled uniformly on
oll sides in lifts less thon 24" ond
mechonicolly compocted¡ Excovoted moteriol moy be used for
bockfill, provided lorge stones ore
removed¡ Excovotion should be dewotered ond
tonk filled with woter prior to being
put in service for instollotion with
woter toble less thon 2' below groder Meets Cl644-06 for resillent
connectorsr lnlet ond Outlet identified obove pipe¡ Delivered complete with internol pipingr Secondory sofety screën ovolloble wlth
PVC riser
. .. '1..' '' '- . ---:J.
ãl¡ CIærÁæ
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Bod
ALLOWABLE BURY
(Bosed on Woter Toble)
WAÏER TABLE ALLOWABLE
FÂRTH FII I
0'- 0"2'-O'
1'- O"3'- 0"
2'-O"J'- o"
3'- O"4'- 0"
DRY 4'- 0'
'Serv/cs ænfrecls avallable îor ndnÉ¡mnæ*
Rubber
Soalant
Wrcob
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Pump:¡ Lowete TSS and lmpovædluent
qualltybfold¡ Easlest pump sysbm b malntaln m
the maftet¡ Gompleb lnstallaton (wldry, panel,
mfl¡nüng and stert{¡p pmcedurcs)o Gomplebwaraffy
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I-IANK .lL rD__i
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View
24" Minimum
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View
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1
Digging Specs lnvert Dimensions Net Copocity Net Weight
13' Long x 7' Wide
56" below inlet
lnlet Outlet Lenqth w¡dth
Min.
Heisht lnlet Side Outlet Totol Lid Tonk Totol
s6"73"I J5"6o"92"843 gol 416 go 1259 go 312O lbs 10880 lbs 14200 lbs
N PRTCASI,
Water &
Wa¡ûeunter
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a a
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 separate 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 documents:
o Float Switch Assemblies (NSU-MF-MF-1)
. Discharge Assemblies (NTD-HV-HV-1)
. Splice Boxes (NTD-SB-SB-1)
o External Splice Box (NTD-SB-SB-1 )
Applications
The Biotube ProPak is designed to filter and pump effluent to either
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 to 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 weìl as with 50 Hz and 60 Hz power supplies
Standard Models
BPP2ODD, BPP2ODD_SX, BPP3OTDA, BPP3OTDD-SX, BBPPSOTDA,
BPPsOTDD-SX
Product Code Diagram
BPPEE
External splice box
(0ptional; internal splice
box comes standard,)
Riser lid
(not included)
Float
bracket
Support pipe
Pump vault
Float stem
Floats
Float collar
Vault inlet holes
4-in. (100-mm)
turbine effluent pump
Biotube@ filler
cartridge
Rlser (not
included)
Discharge
assembly
Pump
liquid end
Pump motor
Slandard options:
Blank = 57-in, (i448-mm)vault height, internal
splice b0x, standard discharge assembly68 = 68-in,(172l-mm)vaultheight
SX = external splice box
CW = cold weather discharge assembly
DB = drainback discharge assemblyQ = cam lock
MFV = non-mercuryfloat
Control panel appliôation:
DD = demand-dosing
TDA = timed-dosing, analog t¡mer
TDD = timed dosing, dig¡tal timer, elapsed time
meter & counters
Biotube@ ProPakrM pump package components.Pump flow rate, nominal:
20 = 20gpm(1,3Usec)
30 = 30 gpm (1.9 Usec)
50 = 50 Opm (3 2 Usec)
Biotube@ ProPak''' pump vault
NTD-BPP-1
Rev. 1.2, @ 08/14
Page 1 of 4
Orenco Syslems@ lnc. , 81 4 A¡rway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco.com
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
Dimensions, in. (mm)Handle assembly PVC
A - Overall vault heìght 57 (1448) or 68 (1727) Dimensions, in. (mm)
B - Vault diameter 17.3 (43e)A - Cartridge height 18 (457)
C - lnlet hole height 1e (475)B - Cartridge width 1 2 (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)Total filter flow area 4,4 fr' (0,4 n)
Total filter surface area 14,5 ft'? (1 .35 m'z)
N/aximum flow rate 140 gpm (8.8 Usec)
-0.062-¡n. (1.6-nn) f¡ltet nesh ava¡lable
A
B_N
ProPakrM puntp vaull (shown wilh Biolulte tiller antl ettluenl purrtp) Biotub9 filter cartridge (shown wlth float swltch assembly)
E
T
Ac
I
D
-r
E
I I
NTD.BPP-1
Rev. 1.2, (Ð U8/14
Page 2 ot 4
Orenco Syslems@ lnc. , 81 4 Airway Ave., Sulherlin, 0R 97479 USA . 800-348-9843 o 541 -459-4449 . www.orenco,com
Teehnical ûlata Sheet Orenoo
4-in. (100-mm) Turbine Effluent Pumps
0renco's 4-in. (100 mm) Turbine Effluent Pumps are constructed of
lightweighl, corrosion-resistant stainless steel and engineered plastics;
all are field-serviceable and repairable with common tools. All 60-Hz
PF Series models are CSA ceftified to the U.S. and Canadian safety
standards for effluent pumps, and meet UL requ¡rements.
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 and2
applications).
Materials of Construction
Dìscharge:Stainless steel or glass{illed polypropylene
Dischargebearing: Engineeredthermoplastic(PEEI$
Diffusers Glassjìlled PP0
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
Lubricant: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 (TDH) providing a graphical
representation of a pump's pedormance range. Pumps pedorm best
allhetr nlminal flow rate, measured in gpm or Usec.
FIow in |iters per second (Usec)
0.63 1.26 1.89 2.52 3.t5 3.79 4,42
140
PF 200511
\
\
\
PF 300511
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\
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\\
PF \
l
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Nom, flow,
gpm (Usec)
Length
in. (mm)
Weight
lb (kg)
Discharge
in., nominal 1
lmpellers 10 20 30 40 50 60 70
Flow in gallons per minute (gpn)
20 (1 3) 22,5 (572) 26 (11) 1,25 4
30 (1.e) 21,3 (541) 25 (11) 1.25 a
50 (3.2) 20.3 (516) 27 (12) 2.00 ¿
Performance
Nom. flow,
gpm (Usec)
hp (kw)Design
flow amps
Rated
cycles/day
Min liquid
level, in. (mm) 2
20 ('1.3) 0 5 (0.37) 12.3 300 18 (457)
30 (r.e) 0 5 (0 37) 11 8 300 20 (508)
50 (3 2) 0.5 (0 37) 12j 300 24 (610)
I D¡scharge ¡s fenale NPT threaded, U.S. nominal síze, t0 acc1mn1date )renco@ d¡scharge
hose anrl valve assemhlies, Consult your 0renc1 D¡stributor ab1ut f¡tt¡ngs t0 c1nnect discharge
assembl¡es t0 metr¡c-s¡zed p¡p¡ng
'? M¡n¡num l¡qu¡d level ¡s f1r s¡ngle pumps when installed in an 1renc1B¡1tube@ Pr1PakrM Pump
Vault.
NTD-BPP-1
Rev.1.2, @ 08/14
Page 3 of 4
0renco Systems@ lnc. , 81 4 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco.com
Orenco ' Technical Data Sheet
Gontrol Panel (Demand Dose)Gontrol Panel (Timed Dose)
0renco's ProPaK" demand dose control 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
Orenco's ProPak timed dose control panels are specifically engineered for
the 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-resistant fiberglass, UL Type 4X Enclosure UV-resistant fiberglass, UL Type 4X
Hinges Stainless steel Hinges Stainless steel
Dimensions, in. (mm)Dimensions, in. (mm)
A - Height 11,5 (290)A - Height 11.5 (290)
B - Widrh e 5 (240)B - Width e.5 (240)
C - Depth 5.4 (135)C - Depth 5 4 (135)
Specifications Specifications
Panel ratings 120U,314hp (056k\4, 14A single phase,60 Hz Panel ratings 120V,314 hp (0.56 kW 14 A, single phase, 60 Hz
1. Molor-start contactor 16 FLA t hp (0 75 kV\4 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, Circuit 120 V 10 A, 0FF/ON switch, Single pole breakers
3, Toggle switch Single-pole, double{hrow HOA switch, 20 A
4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL
Type 4X
5, Audio alarm 120 V automatic reset, DIN rail mount silence
relay
6, Visual alarm 7/9-in. (22-mn) 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 t¡ming for panel operation
2, Motor-start contactor 16 FLA,1 hp (0 75 kV\4 60 Hz;2,5 million cycles
at FLA (10 million at 50% of FLA)
3. Circuit breakers 120 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 7/9-in, (22-mm) diameter red lens, "Push-to-silence",
120V LED ULType 4X
Control panel, timed-dose (digitaltimer moclel shown)
1a. Analog timer
(not shown)
1b Digital timer
(shown below)
NTD-BPP-I
Rev. 1.2, O 08/14
Page 4 of 4
@
ffiffio
Ø
ffio
Orenco Syslems@ lnc.,814 Ainvay Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 ¡ 541-459-4449 . wwworenco.com
PF Series 4-inch (1 00-rrtm)
Submersible Etfluent Pumps
Orenco' Technical Ðata Sheet
Applications
Our 4-inch (100-mm) Submersible Effluent Pumps are designed to
transport screened effluent (with lowTSS 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
0renco'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 Connection
-
Bypass Orifice
Franklin
Liquid End
-
Suction Connection
Franklin
Super Stainless
lVotor
Featu res/Specif i cati ons
To specify this pump for your installation, require the following:
¡ Minimum 24-hour run-dry capability with no deterioration in pump life
or performance*
o 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 long{erm cost of ownership
. TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm
(0.6, 1.0, 'l .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 wananty 0n pump or retrofit liquid end from date of manu-
tacture against detects in materials or workmanship
. N1t applicable t1r b-hp (3./3 kW) m1dels
Standard Models
See specìfications chart, pages 2-3, for a list of standard pumps For
a complete list of available pumps, call Orenco,
Product Code Diagram
PF
20 = 20(61
50 = 50(15)
Voltage, nameplate:
1 = 115. 200 = 2002=230t 4 =460
Frequencyl
1 = single-phase 60 Hz
3 = three-phase 60 Hz
5 = single-phase 50 Hz
Nominal flow, gpm
10 = 10 (0,6)
20 = 20 (1,3)
50 = 50 (3.2)
Pump, PF Series
- ]/,-hp {0,37kW) only
1220 volts for 50 Hz pumps
rNote: 20-foot cords are available only for single-phase pumps thr0ugh 1 r, hp
l-
I
I Cord lenqth, ft (m):+
Blank = 10 (3)30 = 30 (e)
05 = lz np Q.37)
10=1hp(0,75)
20 = 2hp(1,50)
50 = 5hp(3,73)
Horsepower (kVV):
03=%hp(0,25)
07 = % hp(0,56)
15 = 1-%hp(1,11)
30 = 3npQ.24)
15 = r5(1.0)
30 = 30 (1.9)
75 = 75 (4.7)
(Usec):
"@:. @
1880080
LFì2053496
Powered by
Fnanklin ElecËric
NTD-PU-PF-1
Hev.2.2, G, U9/14
Page 1 of 6
0renco Systems@ lnc. ,814 Airway Ave., Sutherlin, 0R 97479 USA . 800-348-9843 . 541-459-4449 . wlvw.orenco.com
Technfcal t)ata theetorenco
Specifications, 60 Hz (ÉE
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Pump Model
PFl 0051 1 10(06) 0.50(0,37) 1 115 120 12.7 12.7 6 1I/qin.GFP 23,0(660) 16(406) 26(12) 300
15(1.0) 033(025) 1 i15 120 8.7 88 3 llzqin.GFP 195(495) 15(380) 23(10) 300
15 (1 .0) 0 33 (0.25) 1 230 240 4.4 4.5 3 1 lq in, GtP 19 5 (495) 15 (380) 23 (10) 300
20(1,3) 0.50(0.37) 1 115 120 12.3 12.5 4 11/qin.GFP 22.3(566) 18(457) 25(11) 300
30(1e) 0.50(037) 1 115 120 118 118 3 1lz¿in,GFP 21.3(541) 20(508) 28(13) 300
50 (3.2) 0.50 (0 37) 1 115 120 12J 12J 2 2 in SS 20.3 (516) 24 (610) 27 (12) 300
50 (s 2) 0 50 (0 37) 1 230 240 6,2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300
50 (3.2) 0.50 (0.37) 3 460 480 1 ,5 1 .5 2 2 in SS 20 3 (516) 24 (610) 28 (13) 300
50 (3.2) 0.75 (0.56) 1 ?30 240 8.5 8.5 3 2 in SS ?3.7 (60?) 25 (635) 31 (14) 300
PFl 00s1 2 10 (0 6) 0.50 (0 37) 1 230 240 6.3 6.3 6 1 % in. GFP 23 0 (660) 16 (406) 26 (12) 300
PF10053200 10(06) 050(037) 3 200 208 38 38 6 1lqin.GFP 230(660) 16(406) 26(12) 300
PF1007124'5 10(0.6) 075(056) 1 230 240 83 83 I 1 7¿in GFP 25.9(6s8) 17(432) 30(14) 300
PF100732004,5 10(0.6) 075(0.56) 3 200 208 51 5.2 I 1/qinGFP 25.4(645) 17(432) 31 (141 300
PF101012s6 10(0.6) 1,00(0.75) 1 230 240 96 96 I 1lqin.GFP 27.9(709) 18(457) 33(15) 100
PF1010320016 10(06) 1.00(0.75) 3 200 208 5.5 5.5 9 1ll¿in.GFP 273(693) 18(457) 37(17) 300
PF1020125'6'7,8 10(06) 200(1 49) 1 230 240 12J 12J 18 1%in.SS 395(1003) 22(559) 48(22) 100
PF1020325'6,8 10(06) 200(1 49) 3 230 240 7.5 7.6 18 1ll¿in SS 37.9(963) 20(508) 44(20) 300
PF102032005'6'8 10(06) 200(149) 3 200 208 8,7 8,7 18 lll¿in.SS 37.9(963) 20(508) 44(20) 300
PFl 5031 1
PF']50312
PF20051 1
PF20051 2 20 (1 3) 0,50 (0 37) 1 230 240 6,4 6 5 4 1 l/q in. GFP 22.5 (572) 18 (457) 26 (12) 300
PF20053200 20 (1 3) 0 50 (0 37) 3 200 208 3.7 3 I 4 1 lq in. GFP 22.3 (566) 18 (457) 26 (12) 300
PF2010124'5 20(13) 100(075) 1 230 240 105 105 7 1lqin,GFP 28,4(721) 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 lq in, GFP 27 .8 (706) 20 (508) 33 (1 5) 300
PF201512 4'5 20 (1 ,3) 1 .50 (1 .11) 1 230 240 12.4 12.6 I 1 % in. GFP s4.0 (864) 24 (610) 41 (19) 100
PF201532004'5 20(1 3) 1.50(1,11) 3 200 208 7,1 7,2 I 1lqin.GFP 307(780) 20(508) 35(16) 300
PF30051 1
PF30051 2 30 (1 9) 0,50 (0 37) 1 230 240 6,2 6,2 3 1 % in GFP 21.3 (541) 20 (508) 25 (11) 300
PF30053200 30 (1.9) 0 50 (0.37) 3 200 208 3.6 3.6 3 1 l/¿ in. GFP 21.3 (541) 20 (508) 25 (11) 300
PF300712 30 (1,9) 0.75 (0.56) 1 230 240 15 8,5 5 1 1z¿ in. GFP 24I (630) 21 (533) 29 (13) 300
PF30073200 30 (1 ,9) 0.75 (0,56) 3 200 208 4,9 4,9 5 1 lq in. GFP 24,6 (625) 21 (533) 30 (14) 300
PF301012 4 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 (i 9) i .00 (0 75) 3 200 208 5.8 5.8 6 1 lq tn. GFP 26.4 (671) 22 (559) 33 (15) 300
PF3015i24'5 30(l9) 150(1 11) 1 230 240 12.6 12.6 I 1ll¿in.GFP 328(833) 24(610) 40(18) 100
PF301532004'5 30(1.9) 1 50(1.11) 3 200 208 6.9 6.9 I 1 % in GFP 29,8(757) 22(559) 34(15) 300
PF301534 4 5 30 (1 .9) 1 .50 (1 .11) 3 460 480 2.8 2.8 I 1 iz¿ in GFP 29.5 (685) 22 (559) 34 (15) 300
PF3020125'6'7 30(1,9) 2.00(1,49) 1 230 240 11.0 110 10 1%in.SS 35,5(902) 26(660) 44(20) 100
PF30203200 r 6 30 (l 9) 2.00 (1 49) 3 200 208 9.3 9.3 10 1 l/q in, SS 34 0 (864) 24 (610) 41 (19) 300
PF3030125'6'7,8 30(19) 3.00(223) 1 230 240 16.8 16.8 14 1%inSS 445(1130) 33(838) 54(24) 100
PF303032 5'6'8 30 (1 9) 3 00 (2 23) 3 230 240 10.0 10 1 14 'l % in SS 44,3 (1125) 27 (686) 52 (24) 300
PF305012 5'6,7,8 30 (1 9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 l/¿ in SS 66.5 (1689) 53 (1346) 82(37) 100
PF3050325'6'8 30(1.9) 5,00(3.73) 3 230 240 166 166 23 1ll¿in.SS 608(1544) 48(1219) 66(30) 300
PF30503200 5' 6' B 30 (1 .9) 5.00 (3 73) 3 200 208 18.7 18.7 23 1 /¿ in SS 60 I (1 544) 48 (l 21 9) 66 (30) 300
PF50051 1
PF50051 2
PF500532 50(32) 050(037) 3 230 240 30 30 2 2in,SS 203(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) 300
PF500534
PF500712
Pt500732 50 (3.2) 0.75 (0 50) 3 230 240 3,9 3.9 3 2 irr. SS 23.7 (802) 25 (035) 32 (15) 300
PF50073200 50 (3 2) 0 75 (0 56) 3 200 208 4.e 4.e 3 2 in SS 23J (587) 26 (660) 32 (15) 300
NTD-PU.PF-1
Rev.2.2, O 0S/14
Page 2 of 6
orenco Systems@ lnc. , 814 Airway Ave., Sutherlin, 0R S74lS USA . 800-348-9843 . 541 -459-4449 . www.orenco.com
Specifications, 60 Hz (continued)
9eä r E9'Ëa # 5Ë
Pump Model
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PF500734 50 (3.2) 0 75 (0 56) 3 460 480 1 I 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300
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
30 (1.9) 0.50 (0.37) 1 220 230 4,1 4.1 4 1 lq in. GFP 225 (572) 19 (483) 26 (12) 300
30(1 9) 075(056) 1 220 230 6.1 61 5 1lqin,GFP 24.8(630) 19(483) 2e(13) 300
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
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
50(3.2) 1,00(0,75) 1 220 230 7,3 7,4 4 2in.SS 27.0(686) 26(660) 35(16) 100
50(32) 150(1 11) 1 220 230 9.1 91 5 2in SS 32,5(826) 30(762) 42(19) 100
75 (3.2) 1.00 (0.75) 1 220 230 7.3 7 .3 4 2 in. SS 30 0 (762) 27 (686) 34 (15) 100
PF501 01 2 50 ß 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 57 5,7 4 2 in, SS 26.4 (671) 26 (660) 39 (l8) 300
PF501 034 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 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 .11) 3 200 208 7,0 7 .0 5 2 in SS 29.3 (744) 26 (660) 35 (16) 300
PF50301 2 4' 5' 7' B 50 (3.2) 3.00 (2 23) 1 230 240 17 ,7 17 .7 I 2 in. SS 43.0 (1 092) 37 (940) 55 (25) 1 00
PF50303200 4'5'B 50 (3 2) 3 00 (2 23) 3 200 208 13.1 13 I 8 2 ln SS 43,4 (1102) 30 (762) 55 (25) 300
PF503034 4' 5' I 50 (3.2) 3.00 (2.23) 3 460 480 5 3 5.3 I 2 in. SS 40.0 (1 01 6) 31 (787) 55 (25) 300
PF505012 5'6'7'8 50 (3,2) 5.00 (3 73) 1 230 240 26.2 26.4 13 2 in SS 65.4 (1661) 55 (1397) 64 (29) 300
PF505032 5'6'7'8 50 ß 2) 5.00 (3 73) 3 230 240 16.5 16 5 13 2 in. SS 59 3 (1506) 49 (1245) 64 (29) 300
PF751012
PF751512 75 (4,7) 1 50 (1 1 1) 1 230 240 12J 12,3 4 2 in SS 33 4 (848) 30 (T62) 44 (20) 100
PF1007524'5 10(0.6) 075(056) 1 220 230 6.2 6.2 I 1lqin,GFP 268(658) 17(432) 30(14) 300
PF1015525'6 10(06) 150(1 11) 1 220 230 10.5 11.4 18 1%in.SS 39.5(1003) 22(559) 46(21) 300
Specifications, S0 Hz
Pump Model
PF100552 10 (0.6) 0,50 (0.37) 1 220 230 3 9 4.1 6 1 l/¿ in. GFP 23,0 (584) 17 (432) 26 (12) 300
PF300552
PF300752
PF301 052 30 (1 9) 1 00 (0,75) 1 220 230 7.4 7 ,4 7 1 lq in, GFP 28.4 (721) 20 (508) 32 (15) 100
PF3015524'5 30(1.9) 1.50(1.11) 1 220 230 93 9.3 8 1lqin,GFP 354(899) 24(610) 40(18) 100
PF500552
PF500752
PF501 052
PF50'1552
PF751052
Distributor about fittings t0 c1nnect hose and valve assenbl¡es to netric-sized piping.
qrenco for more ¡nformation.
3 We¡ght ¡ncludes cartln and 1}Jt (3-n) clrd.
4 H¡gh pressure discharge assembly required.
5 D0 nlt use cam'lock option (Q) on discharge assenbly.
6 Cust1m discharge assenbly requ¡red f1r these punps. Contact )renc7.
7 Capac¡tor pack (sold separately 0r installed in a custln clntrll pane| required for this pump. Clntact )rencl,
8 Torque l1cks are available for all punps, and are supplied with 3-hp and ,-hp pumps.
NTD-PU-PT-I
Rev.2.2, @ 09/14
Page 3 of 6
Orenco Systems@ lnc, ,814 Airway Ave., Sulherlin, 0R 9747S USA . 800-348-9843 . 541-459-4449 . www,orenco.com
Orenco Technical ûIata Sheet
Materials of Construction
Discharge Glass{illed polypropylene or stainless sleel
Dischargebearing Engineeredthermoplaslic(PEE$
Diffusers Glass-filled PPO (Noryl GFN3)
lmpellers Celcon@ acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3
lntake screen Polypropylene
Suctionconnection Stainlesssteel
Drive shaft 7/1 6 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
sealed motor housing ensures moistureÍree 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 (95-105'C).
Using a Pump Gurve
A pump curvehelps 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 graphìcal representation of a pump's optimal peformance range. Pumps perform best at their nominal
flow rate - the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature, The graphs in this section 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 Gurves, 60 Hz Models
Ptl5 Series,60 Hz, 0.3 hp
PFl503
160
140
120
100
80
60
40
20
0
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800
700
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q)
È 3oo
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100
02468101214
Flow in gallons per minute (gpm)
16 03691215182124
Flow in gallons per minute (gpm)
NTD.PU.PF.l
Rèv.2.2, C, û9/14
Page 4 of 6
PFl0 Series,60 H2,0,5 - 2.0 hp
PFr007
¡¡¡r!!:::,:.':.'-.-
\\\
\...'..
PFl005-FC
wl1/q" Ílow
controller
orenco Systems@ lnc. , 81 4 Airway Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco.com
Technical |lata Sheet Orenco
60 Hz Models (continued)
PF20 Series,60 H2,0.5 - 1.5 hp
PF2015
FF2ool
\
Flow in gallons per minute (gpm)
0510152025303540 10 15 20 25 30 35 40
Flow in gallons per minute (gpm)
900
800
o(¡l\ 700
$ ooo
ì .soo$q
t.l 400
(E
I 300
È
s 200.a
400
350
q)
(¡)
c 300
ÈR 250
È(Èr
ë 200
(.l
F r5o
\
: 1oo(E
Ê
50
100
90
Q)e80
=70o\.60ÈGE50
a'È 40
(È
à30
(È.E 20
10
450
400
Q)* sso
È soos
È 250Gq¡.Èqr 200
E 1bo\È
€- loo
,o
50
00
0 0
0 5 45
0
0 10 20 30 40 50 60 70 80
Flow in gallons per minute (gpm)
l0 20 30 40 50 60 10 80 90 100
Flow in gallons per minute (gpm)
90
NTD-PU.PF-T
Rev.2.:¿,1Ð u9114
Page 5 of 6
PF30 Series.60 Hz, 0.5 - 5.0 hp
PF3030
PF3020
5
\
\_ì-\\\N
PF50 Series,60 H2,0,5 - 5,0 hp
I
PF5007 ,...;_
PF5005 =-..::
PF75 Series,60 Hz, 1.0 - 1.5 hp
"",..
\.
orenco Systems@ lnc. , 8f 4 AlMay Ave., Sutherlln, 0R 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco.com
Pump Curves, 50 Hz Models
Flow in gallons per minute (gpm), nominal9.5 11 13
PFl0 Se¡ies,50 H2,0.37 - 1.11 kW
"':...
¡r:ii;:
i.';:,....... .
Pt1005-FC
w/6mm flow
controller
Flow in liters per second (Usec)0.4 0.8 1.2 1.6 2.0
Flow in liters per second (Usec)
1.6 3.2 4.8 6.3 7.9
Flow in gallons per minute6.3 13 19
(gpn), noninal25 32180
45
0
120
^^^ (E
o
t\
262 *Ë
a
rsr b.È(!
(¡)Ê()
rJr È
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.s 80
a
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(J
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20
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459 è
*\
3e4 S
:ze Ês
262 ìqls
,ot.9
IE
131 È
(E
.o
66 r-
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=ab.rÈ
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AJs()'=
G\È
|ll
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89-G
7es
-- È\b9q)qt
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20:(È
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30
27
a4
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'3 rz
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Èe
lE
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è
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CI
(È\È
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-È
16
60
40
20
00
80
60
40
¿t)
0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.1 0.8 0.9 0
0 2.4
Flow in gallons per minute (gpn),7.9 16 24 32 40 48
nominal56 63
FIow in gallons per10 l9 29 38
minute (gpm), nominal48 57 67 76 86
40
eal ^.ÈJJqj
's ¡o=È
-Zþ\G(¡)q20
(.:'=
(È.-È15\!'
S10
Ê
1.0 1.5 2.0 2.5 3.0 3.5 4.0
FIow in liters per second (Usec)
PF75 Series,50 H2,0.75 kW
0.6 1,2 1.8 2.4 3.0 3.6 4.2 4.8 5.4 6.0
FIow in Iiters per second (Usec)
9B
82
00
49
JJ
E
J
0 0.5 4.5 0
NTD-PU-PF-1
Rev.2.2, rg 09/14
Page 6 of 6
PF30 Seríes,50 Hz,0.37 - l.1f kW
ñffi;;;l
lPF3oroszl
ffi
t"
lPF3oobs2l
\
\s ì
PF50 Series,50 H2,0.37 - f.11 kW
\
s
0renco Systems@ |nc.,814 AirwayAve., Sutherlin,0R 97479 USA o 800-348-9843 o 541-459-4449 . wwworenco.com
Double Walled PVG Riser & Lid Options
Poly Lid
(Static load tested to 5000lbs). Skid resistanæ surf;aæ. Available in green. Highest level of UV Protection indudedo Includes a foam gasket for airtight and ¿
waterti ght appl ications. Includes square drive scÍens to disoounage
unauthorized enty. lnsulation panels achieve R-10 insulation nating
2' oÍ Insulation
Standard
Orenco @ DuraFiber- Access Lids (FLD)
Not recommended for vehlcular ffic
2{ and 30'Diameters. Solid, resin-infused fiberglass consüuction. 20,000ìb breaking shengúh. Standard green or blown colors. Available with or without urethane lid gasket. Available with carbon filhation. 4 stainless steel flathead socket cap scrcws & hex
key wrencfr
lnsulated lids available - 2' o¡ 4'a
Double Walled PVC Rlser
. Available in 24' and 30" Diamebr. Gut to length. Sold in +l- 2' incremenb. Must be cut between ribs
VALLEY
N PRTCAS[rrnc
(219) 395€7G4 28ü5co Rd' 317
P.O. Bo(æ5
Fax (7lg')gwgrn R¡trEvlsa' æ81n1
Webclb: wrrvw.valle¡ryrmtænr
Emall : fonfr esk@valle¡ryrcætæm
Watsr &
Wasûeunter
¡ Systems
¡ Producrts
. r SeMce
IN FILTRATOR'
water technologies
'=-0tt1g,rf,.#!"'
The Quick4'Plus
Standard Low Profile (LP) Chamber
Quick4 Plus
Standard Low Profile (LP)
Ghamber Benefits:
. Low profile design makes this
chamber ideal for shallow
applications
. Reduces imported fill needed
for cap and fill systems
. Four center structural columns
offer superior stren gth
. 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
Periscope Benefits:
. Allows for raised invert
installations
. 180" directional inletting
. 12" raised invert is ideal
for serial applications
Quick4 Plus
All-in-0ne
I Endcap Benefits:
. May be used at the end of chamber
row for an inleVoutlet or can be
installed mid{rench
. Mid-trench connection feature allows
center feed inletting of chamber rows
. Center-feed connection allows for
easy installation of serial distribution
systems
. Variable pipe connection options
allow for side, end or top inletting
. Piping drill points are set for
gravity or pressure pipe
Ouick4 Plus
Endcap Benefits:
. Simple, flat design
. Allows installation of a pipe
from the end only
. Piping drill points are set for
gravity or pressure pipe
Certified by the lnternational
Association of Plumbing
and Mechanical
Officials (IAPMO)
The Quick4 Plus Standard Low
Profile (LP) offers maximum
strength through its four center
structural columns. This chamber
can be installed in a 36-inch-wide
trench. lt is shorter in height than
lnfiltrator's other Standard model
chambers, allowing for shallower
installation. Like the original line
of Quick4 chambers, it offers
advanced contouring capability with
its Contour Swivel Connection",
which permits turns up to 15", right
or left. The Quick4 Plus All-in-One
8 and Quick4 Plus Endcaps provide
increased flexibility in system design
and configurations.
Maximum Strength
0uick4 Plus'* Series
Size
34"Wx53"Lx8"H
(864 mm x 1346 mm x 203 mm)
Effective Length
48" (1219 mm)
Louver Height
6.3" (160 mm)
Storage Capacity
32 gat (121 L)
Invert Height
3.3" (84 mm), 9.6" (244 mm)
Ouick4 Plus Standard LP
Ghamber Specifications
APPROVED in @
Ouick4 Plus" Series
Ouick4 Plus Standard Low Profile Chamber
34',
Quick4 Plus All-in-0ne I Endcap
18"
INVERT
0uick4 Plus All-in-0ne Periscope
INVERT
9.6"
4 Business Park Road
P.O. Box 768
Old Saybrook, CT 06475
8
I
10.4"
EFFECTIVE
LENGTH"
When installed
between
2 chambers.
13.3"
EFFECTIVE
LENGTH-
When installed
at the end
of a trench.
f
3.3"
o
Ê
l5"l I
IN FI LTRATOR'
water tochnologies
860-577-7000 . Fax 860-577-7001
1-800-221-4436
www. i nf i ltratorwater.com
PolyLok i6 a trademark of PolyLol(, Ino. TUF TITE is o rog¡otorod trodomorl( of TUF TITE, lI¡C. Ultrû Rib ic o trodcmarl( of IPEX lnc.
@ 20lg lnf¡ltrator Waler Technolog¡es, LLC. All rights reserved. Printed in U.S.A. PLUS01 0g1g
,L
Contact lnfiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436
w*o*
48',
(EFFECïVE LENGTH)
Quick4 Plus Endcap
----->4.s',
EFFECTIVE
LENGTH-
18u
3.3"
INVERT
6"
INFILTRATOR WATER TECTINOLOGIES STANDARD LIMITED WARRANTY
(a) The structural integr¡ty of each chamber, endcap and other accessory manufaciured by
lnfiltrator ("Units'), when installed and operated in a leachfjeld of an onsite septic system in
accordance with lnfilfalor's instruct¡ons, is warranted to the original purchaser ('Holder") against
defective materials and workmanship for one year from the date that the septic permit is issued for
the septic system contaìning the Units; provided, however, that if a sept¡c permil is not required by
applicable law, the warranty period will begin upon the date that installation of the sept¡c system
commences. To exercise its warranty rights, Holder must notify lnfiltrator in writing at its Corporate
Headquarters in Old Saybrook, Connecticut within fifteen (15) days ofthe alleged defect. lnfiltrator
will supply replacement Units for Units determined by lnfiltrator to be covered by this Limited
Warranty. 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 EXCLUSIVE.
THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO
IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE
(c) This Limited Warranty shall be void if any part of the chamber system is manufactured by
anyone other than lnfiltrator. The Limited Wananty does not extend to incidental, consequential,
special or indirect damages. lnfiltrator shall not be liable for penalties or liquidated damages,
including loss of production and profits, labor and materia¡s, overhead costs, or other losses or
expenses ¡ncurred by the Holder or any third par1y. Specifically excluded from Limited Wananty
coverage are damage to the Units due to ordinary wear and tear, alteration, accident, mìsuse,
abusê or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which
are not permitted by the installatìon instruct¡ons; failure to ma¡nta¡n the minimum ground covers
set forth ¡n the installation instructions; the placement of improper materials into the system
containing the Units; failure of the Units or the septic system due to improper siting or improper
sizing, excessive water usage, improper grease disposal, or improper operat¡on; or any other
event not caused by lnfiltrator. This Limited Wananty shall be void if the Holder fails to comply
with all of the terms set forth in this Limited Warranty. Further, in no event shall lnfiltrator be
responsible for any loss or damage to the Holder, the Units, or any third party resulting from
installat¡on or shipment, or from any product liability claims of Holder or any third party. For this
Limjted Warranly to apply, the Units must be installed ¡n accordance with all site conditions
required by state and local codes; all other applicable laws; and lnfiltrator's installation instructìons.
(d) No representativè of lnfiltrator has the authority to change or extend this Limited Warranty.
No wananty applies to any party other than the or¡ginal Holder.
The above represents the Slandard Limited Wananly offered by Infiltrator. A limited number of
slates and count¡es have different warranty requirements. Any purchaser of Units should contact
lnfiltrator's Corporate Headquarters in Old Saybrook, Connêct¡cul, priorto such purchase, to
obtain a copy of the applicable warranty, and should carefully read that warranty prior to the
purchase of Units.
I
Quick4'Plus Standard Low Profile Chambers
Pressure Distribution Systems lnstallation Instructions
BeforeYou Begin
Quick4 Plus Standard Low Profile (LP) Chambers can only be
installed according to state and/or local regulations. Soil and site
conditions must be approved prior to inslallation. Conduct a
thorough site evaluation to determine proper sizing and siting of
the system before installation,
Materials and Equipment Needed
tr Quick4 Plus Standard LP tr Shovel and Rake
Chambers tr Utility Knife
tr Quick4 Plus All-in-One or Q4 tr 1 1/4-inch Drywall Screws*
Plus Endcaps tr Screw Gun*
n PVC Pipe and Couplings tr Small Valve-cover Box*
tr Backhoe tr 4-inch Cap lnspection Port
! Laser, Transit or Level . optionalI Tape measure
These guidelines for construction machinery must be
followed during installation :
E Avo¡d d¡rect contact with chambers when using construction
equipment. Chambers require a 12-¡nch minimum of compacted cover
to support a wheel load rating of 16,000 lbs/axle or equivalent to an
H-10 AASHTO load rating.
D Only drive across the trenches when necessary. Never drive
wheeled machinery over chambers.
tr Avoid stones larger than 3 inches in diameter in backfill. Remove
stones th¡s size or larger that are in contact with chambers.
lnstalling the Chambers and End Caps
1, To allow pressure laterals to drain after each dose, drill a hole in the
bottom of the pipe at the end of the pressure line. Place the snap-off
splash plate or a paving block at the bottom of the trench to protect the
infiltrative surface f rom erosion.
1' PRESSURE LATERAL (TYP
2' PRESSURE LATERAL (TYP)
1'OR 2'TRENCH BOTTOM
PIPË PLACEMENT
2. With a hole saw, drill out the
appropriate diameter hole to
accommodate the pressure lat-
eral pipe.
3, lnsert the pressure lateral pipe
into the end cap's drilled opening
and slide it into the manifold
pipe. Glue the pressure lateral
pipe to the manifold pipe.
Drill pressure pipe hole.
4. With the pressure lateral pipe through the end cap, place the back
edge of the end cap over the inlet end of the first chamber. Be sure to
line up the locking pins on the top of both the chamber and end cap.
Failure to comply w¡th these installation ¡nstructions may inval¡date the warranty.
Contact lnfiltrator Systems'Techn¡cal Services Department for assistance aÎ 8OO-221-4436.
a#,,{"ç,,*#"PIUS
Note: Health departments may
require a wet-run pressure check
to be done pr¡or to chamber
installation when the pipe is lay-
¡ng on the ground. Check with
your local health department for
the proper procedure.
Place end cap over inlet end.
5. (Method A) Secure the pres-
sure lateral pipe to the top of the
first chamber with a plastic pipe
strap at the outlet end of the unit.
Slide the strap up through a slot
in the chamber top, down through
the other slot, and cinch the two
ends around the pipe.
6. (Method B) With the holes
pointing up, stabilize the pressure
lateral pipe on the ground to
prevent it from moving.
7. Lift and place the next Secure pressure pipe.
chamber onto the prevlôus one at a 45-degree angle. Line up the
chamber end between the connector hook and locking pin at the top of
the first chamber. Lower it to the ground to engage the interlocks.
8. (Method A) Secure the lateral pipe to the top of the next chamber
once in place. Follow the same method in Step 5.
9. Continue interlocking chambers and securing the pipe until the trench
is completed.
10, Before attaching the final end cap, it may be necessary to remove
the tongue of the connector hook on the last chamber with a pair of
pliers depending on your pipe diameter.
11. lnsert the pressure lateral
pipe through the hole in the final
end cap and slide the end cap
toward the last chamber. Lift the
end cap over the modified con-
nector hook and push straight
down to secure it to the chamber.
Note: lf cleanout extens¡ons are
required, use a hole saw to cut a
hole in the top of the Quick4
PIus AlLin-One Endcap so the
pressure lateral pipe with an
elbow can extend to the ground
surface. For cleanout access,
use the "lnstalling Optional
lnspect¡on Ports" section in the
general ¡nstallat¡on ¡nstructions.
Lateral pipe through end cap.
12. lf installing multiple rows of
chambers, follow Steps 1-9 to lay
the next row of chambers
parallel to the first. Keep a
minimum separation distance
between each row of chambers
as required by local code.
ACCESS FqOMÑFIELO ßNEWGNÐ FT$HING
Advantages of Method A
. P¡pe and orifice placed closer to the chamber dome offer
improved distribution.
. Pipe positioned at the top of the chamber places it well above
effluent.
. Plastic pipe hanger easily secures pipe in place.
Advantage of Method B
. Pipe resting on the trench bottom allows easy installation and
maintenance.
. Stabilizing "T's" keep pipe level.
. System promotes efficient pressure checks.
. Pipe resting on the trench bottom allows easier inspections if
monitoring ports are installed.
PRESSURE PIPE WITH
HOLES AT 12 O'CLOCK
OUICK4 PLI.JS
STANDARD LP CHAMBER
ALL WEATHER PLASTIC
PIPE STRAP WTH 120 POUNDS
TENSILE STRËNGTH AT EVERY
CHAMBER CONNECTION STABILIZE OR 'T' EVERY 10'TO
(MAY BE INSTALLED PIPE ROTATION AND
EITHER SIDE)MAINTAIN PROPER PIPE POSITION
PRESSURE PIPE WITH
HOLES AT 12 O'CLOCK
(MAY BE INSTALLED ON
EITHER
lnfiltrator Systems, Inc. Limited Warranty
(a) The structural integrily of each chamber, end cap and other accessory manufaclured by lnfiltrator ("Units"), when installed and operated in a leachfield of an onsite
date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod
Limitêd Warranty. lnf¡ltrator's liability specifically excludes th6 cost of removal and/or installation of tho Units.
(b) THE LIIVITED WARRANTY AND REIVEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS,
INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,
(c) This L¡mited Warranty shall be void if any part of the chamber system is manufactured by anyone other than lnfiltrator. The Limited Warranty does not extend to inciden-
tal, consequential, special or indirect damages. lnfiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and
materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the
Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Un¡ts being subjected to vehicie traffic or other conditions which are not
system containing the Units; failure of the Units or the septic system due to improper sitìng or improper sizing, excessive water usage, improper grease disposal, or improp-
Further, in no event shall lnfiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or
sh¡pment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in
accordance with all site conditions required by State and local codes; all other applicable laws; and lnfiltrator's installation instructions.
(d) No representative of lnfiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder.
The above represents the standard Limited Warranty offered by lnfiltrator. A lim¡ted number of States and counties have different warranly
requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase,
to obtain a copy of the applicable warranty, and should carefully read that warranty prjor to the purchase of Units.
Distributed By:
IN FILTRATOR'
systems inc.
6 Business Park Road . PO. Box 768
Old Saybrook, Cf 06475
860-577-7000 . FAX 860-577-7001
1-800-221-4436
www. ¡ nf i ltratorsystems.com
Ouick4 are registered lrademaks of lnfiltrator Systems lnc. lnfiltEtor is a registered trademark in France. lnfillrator Systems Inc, is a regìslered trademak in Mexico.
Q 2009 lnliltmtor Syslems lnn. All righls reserued, Printed in ll.S,A, Pl-llS030709AG-0
OUICK4 PLUS
STANDARD LP CHAMBER
a a
Orifice Shields
Applications
Orenco@ 0rifice Shields are used in a pressurized distribution system
to protect the orifices from backfill debris that might cause orifice
blockage
0rifice shield installed on lateral pipe, stantlard configuration
Shield
0rifice
Cutaway viey standard configuration
0rif ice
Shield
Cutaway vieq cold weather configuration
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.
0rifice shields are covered by method-of-use patent # 5,360,556.
Standard Models
0s075, 0s1 00, 0s1 25, 0s1 50, 0s200
Product Code Diagram
()S
\
*#
f
\
Il-
II Lateral pipe slze, nominal:
075 = 0.75 in. (20 mm)
100
125
150
200
1 00 in (25 mm)
1 25 ìn (32 mm)
1 50 in (40 mm)
2 00 in (50 mm)
0rifice shield
Material of Construct¡on
PVC perASTM D-l784
Physical Specifications
Model Shield 0.D.
in. (mm)
Lateral pipe 0.D.
in. (mm)
0s075 3.5 (8e)1 05 (27)
0s1 00 3,5 (8e)1 315 (33)
0s1 25 3 5 (8e)1.66 (42)
0s150 45(114)'r.eü (+8)
0s200 4.5 (114)2 375 (60)
NTD-SF-0S.1
Rev.1.1, ô 09/14
Page 1 of I
Orenco Systems@ lnc. , 81 4 Airway Ave., Sutherlin, OR 97479 USA . 800-348-9843 . 541 -459-4449 . www.orenco.com
Item#
SEK.Orenco@ Flushing Assemblies
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
following sizes:. 7-" diameter. t.25" diametero 1.5" diameter. 2" diameter
in the
.*,
Valve Boxes
Orenco@ valve boxes are used to provide access
to flushing assemblies. Constructed of
polyethylene.
Vafve Box, 7-in. diameter round enclosure
Note: Kits include VB7 valve box enclosure.
ß¿H
EH
UAttEY
PRECAST,tnc.
Water &
Wastewater. Systems. Products. Service
(7Ls) sss-6764 3:8:ffiïntY
Road 317
Fax: (719) 395-3727 Buena Vista' co 81211
Website: http ://valleyprecast.com/
Email: frontdesk@valleyprecast.com