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OWTS Design Report 11.12.2016
ALL 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 November 12, 2016 Trevor Everett trevoriL]u.mm-e ip ht. Gann Subsurface Investigation and Onsite Wastewater Treatment System Design 5 -Bedroom Residence Lot 21, Oak Meadows Subdivision Garfield County, Colorado Trevor, Project No. C1258 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Glenwood Springs, in an area where OWTSs are necessary. Legal Description: Lot 21, Oak Meadows Subdivision SITE CONDITIONS The property is currently undeveloped. A 5 -bedroom, single-family residence is proposed. The proposed residence will be served potable water by a community water system. The water line must be at least 25 -feet from any OWTS component. The proposed STA location has an approximate twenty percent slope to the east. The proposed STA is covered with native grasses and scrub oak. SUBSURFACE The subsurface was investigated on October 25, 2016 by digging three soil profile test pit excavations (Test Pits). A mini -excavator was used to excavate the test pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in the Test Pit #1 consisted of medium brown topsoil to 2.0 -feet, underlain by medium brown silty clay loam to 5 -feet, underlain by light brown silt loam (caliche) to a maximum depth explored of 7 -feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #2 consisted of dark brown clay loam topsoil to 2.0 -feet, underlain by light brown to tan silt loam (caliche) to a maximum depth explored of 6 -feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #3 was similar to those encountered in Test Pit #1. The text pit was explored to a maximum depth of 7.0 -feet. No bedrock or groundwater was encountered. ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 A tactile analysis of the soils was taken from Test Pit #1 at 3 -feet below grade. The soil formed a ball and a ribbon 1 to 2 -inches in length before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable to firm. STA sizing is based on Soil Type 3, Silty Clay Loam with blocky structure type and moderate structure grade. A minimum of 2 -feet of sand filter material will be utilized in the design, allowing for Treatment Level 3 (TL3). A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 3 (TL3) presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Beginning of Test Pit #1 View of site Test Pit #2 encountered silt loam (caliche) at a shallower depth than other test pits Page 3 DESIGN SPECIFICATIONS Design Calculations - Average Design Flow = 75 GPD x 2 people/bedroom x 3 bedrooms + 150 GPD (4th and 5th bedrooms) = 600 GPD LTAR = 0.6 GPD/SF 600 GPD / 0.6 GPD/SF = 1000 GPD The OWTS design is based on 5 -bedrooms. An average daily wastewater flow of 600 GPD will be used. The system installation will include a 1500 -gallon, two-compartment concrete septic tank with and effluent filter on the outlet tee, followed by at 500 -gallon concrete pump chambers with an Orenco® ProPak and PF3005 pump. The pump floats should be set to dose approximately 90 gallons per dose. The control panel must be placed within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pumped through a 1.5 -inch diameter Schedule 40 discharge pipe to an automatic distributing valve (ADV) Model 6403A. The ADV must be placed at the high point of the system and must be accessible from grade. The 1.5 -inch diameter pump line must have a minimum grade of 1% for proper drain back into the pump chamber. Effluent will be distributed to three pressurized, over -excavated 12' x 30' unlined sand filter beds with a minimum of 2 -feet of ASTM C33 concrete sand. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Two rows of 7 Eljen® A42 modules will be placed on top of each sand filter and connected with level 1.5 - inch diameter manifolds. There must be 3 -feet of separation between the side edges of the beds and modules, and 2 -feet of separation between the modules. Effluent will be pressurized through 1.5 -inch laterals, with 5/32 -inch orifices facing UP (12 -o'clock) with the first and last holes facing DOWN (6 - o'clock) for drainage, 3 -feet on center. Laterals are placed inside 4 -inch diameter perforated SDR 35 pipe (with holes at 4 and 8 o'clock), per Eljen® specifications. Each 1.5 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. These may be cut to grade and covered with a valve box for access. Inspection ports must be placed in the sand filter material at the corners of each bed and also may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. Page 4 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 absorption area. 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. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If 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 If 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. If 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 eat (et 8 Carla Ostberg, MPH, REHS Reviewed By: Richard H. Petr, Page 5 Pump Selection for a Pressurized System - Single Family Residence Project Lot 21 Oak Meadows Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses Calculations 1.25 inches 10 feet 40 1.50 inches 6403 120 feet 40 1 50 inches 3 feet 4 feet 40 1.50 inches 6 28 feet 40 1.50 inches 5/32 inches 3 feet 5 feet None inches 0 feet Minimum Flow Rate per Orifice 0.68 gpm Number of Orifices perZone 20 Total Flow Rate per Zone 13.5 gpm Number of Laterals per Zone 2 % Flow Differential 1 st/Last Orifice 0.3 % Transport Velocity Before Valve 2.1 fps Transport Velocity After Vd ve 2.1 fps Frictional Head Losses Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 13 0.1 28 1.4 0.0 0.0 0.0 00 feet feet feet feet feet feet feet feet Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol Alta Valve 1.1 12.7 0.4 5.9 1.1 19.0 Minimum Pump Requirements gals gars gal s gars gals gars Design Row Rate Total Dynamic Head CIO Oronco Systems' Incorporated Clungiug the w4 de UbddDon u ,..,k, 13.5 gpm 13.7 feet Total Dynamic Head, TDH (Feet) 300 250 200 150 100 50 pram I 111 66 664 00 PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 200V 30 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, IHP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1060Hz, 200/230/460V 3060Hz Legend 30 35 System Curve: Pump Curve:,— Pump urve:_,->Pump Optimal Range Operating Point: Design Point() 40 0' 10' 20' Scale: 1" = 20'-0" DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 10/29/16 7318 I_ R 2u ifc t5.4.6=0t,.�cD .y_ i I V949-ti''JSE EEYA:ICN • Veil -B'.6LDG HT 7,2,a . { - 5-BDROOM RESIDENCE_ BlYJLDER RETAIN NG OR LAT BACK PER SOLS REPORT.I SLOPE GRADE AWAY FROM EW HOUSE I.-0' PER 10 -0' 7378•`\ LOT21 OAIC•MEADOW9- FILING + - 2:821 AC. +- ` •ROOF OVERHANG, DAS-1ED, TTP 7 20 S. PED n SITE PLAN GRAVEL DRIVEWAY 108 SLOPE, TYP ALL 33 Fcur Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 ca rla@all serviceseptic.com Dockerty / Demoraes Residence Lot 21 Oak Meadows Subdivision Garfield County, Colorado Project Number. C1258 1 -- Date: 10029(16 Designed By: CBO Reviewed By: RHP, Drawn By: AHG W1.0 Sheet 1 of 5 •• • • l A=5915 - 1. 120' 1 112• • 5 -BEDROOM RESfDENbEL �' -y 11, ` ,. (_,--*.:___•:, .— -4;-.-- 112 \ \ = CONC. APRON ♦ \ \ �ElITRr LHtcE1 • \ jl r • • b LANTER 4" DIA BDR-35 INSPECTION• PORT AT EACH CORNER OF v •\ \ • :EACH BED • • ♦ • END EACH -LATERAL INA90° GRAVEL rRI€tUJAY •• LONG SWEEPING Et FACING • • UP WITH A BALL VALVE INA • \ • VAL'✓iE BOX ACCESSIBLE AT -• -GRADE • • • • • ROOF OVERHANG, DASI-1E17, TYP. -4' DIA'SDR35 SEWER LINE WITH DOUBLE -SWEEP CLEANOI)T\ (MIN 2% SLOPE TO TANK) \ • • • • •\ GJ ADV MODEL V6403A ACCESSIBLE A3 GRADE/ 1.5" DIA SCH-40 PVC PUMP, LINE (MIN'{'%,DRAINBACFVc • TO TANK) •• - ! • ♦ • • •• • 500-GALLQ4PUMP CHAMBER', • • WITH 'W ENCO' PUMPING • \ SYSTEM • \ y 1.5' 01A SCH-47PVC PUMP LINE TO EACI-IMED. ENCASE PIPES IN " DIA SC1f-49PVC PIPE UNDE RIVEWAY CRdS,SING f • • 1 • r — 10' UTILITY EASEMENT • ®PROPOSED OWTS \ L y • t y • \ •i NOTE: STAs MUST BE OUT OF 10' UTILITY EASEMENT N 0' 5' 10' Scale: 1" = 10'-0" 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Dockerty / Demoraes Residence Lot 21 Oak Meadows Subdivision Garfield County, Colorado Project Number. C1258 Date: 10/29116 Designed Sy: C80 Reviewed By, RHP Drawn By: ANG W2.0 Sheet 2 of 5 1.5" DIA SCH-40 PVC PUMP (MIN. 1% SLOPE TO MANIFOLD) ADV MODEL V6403A AT HIGH POINT, ACCESSIBLE AT GRADE LINES TO OTHER BEDS 1.5" DIA SCH-40 PVC LEVEL MANIFOLD 1 5" DIA SCH-40 LATERALS WITH ORIFICES 5/32" IN DIA AT 3' O.C. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE FLUSHING ASSEMBLY, ACCESSIBLE AT GRADE (3) 12' x 30' BEDS WITH 2 ROWS OF 7 'ELJEN' A-42 MODULES ON 2' OF ASTM C-33 CONCRETE SAND 1'- 1 1 NATIVE GRADE 1.5" DIA SCH-40 PVC LATERAL WITH 5/32" DIA ORIFICES FACING UP 3' O.C. FIRST AND LAST HOLES MUST FACE DOWN FOR DRAINAGE SCARIFY SURFACE. BED MUST BE LEVEL 0 a 2'NAX. 30' MINIMUM 6' UNDISTURBED SOILS BETWEEN BEDS STA PLAN 3' 12' 12' — END EACH LATERAL IN A 90° SWEEPING ELL FACING UP WITH A BALL VALVE IN A 10" DIA VALVE BOX 4" DIA SDR -35 —2 2',--^2--3 INSPECTION PORT WITH CAP 4" DIA SDR -35 INSPECTION PORT AT EACH CORNER OF EACH STA u u ASTM C-33 CONCRETE SAND IN 4' OSTA SECTION16 YALE IN GEO-FABRIC OVER MODULES AND SAND ALL �ERnCE 33 Four Wheel Drive Road Carbondale, Colorado 81623 PI -one 970.309.5259 ca 1a©allserviceseptic.com Dockerty / Demoraes Residence Lot 21 Oak Meadows Subdivision Garfield County, Colorado Project Number: C1258 Date: 10(29/16 Designed By CBO Reviewed By: RHP Drawn By: ANG W3.0 Sheet 3 of 5 SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SJR -35 SEWER LINE MIN. 12" MAX. 24' OF CLEAN FILL FINISHED GRADE TO TANK TO HOUSE QCLEANOUT DETAIL ef:G .ewr 30" DIAMETER PVC RISER (INSULATED) FROM EFFLUENT PUMPING SYSTEM SEED AND LOAM TO PROTECT FROM EROSION 24" MIN GEOTEXTILE FABRIC 'EW EN' A-42 ASTM C33 CONCRETE SAND 12" 24" PARTIAL STA SECTION LJ ro 31" AUTOMATIC DISTRIBUTING VALVE ASSEMBLY SLIP-ON PVC CAP DO NOT GLUE 4" DIA SOR-35 INSPECTION PIPE LANDSCAPE FABRIC WRAPPED AROUND BOTTOM OF 4" DIA PIPE STA FILTER MEDIA 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) FINISHED GRADE 1.25" INLET AND OUTLETS PIPE MUST EXTEND TO BOTTOM OF FILTER MATERIAL O CLEANOUT DETAIL HOT o MLLE 4" DIA SDR -35 PVC PIPE WITH HOLES DRILLED AT 4 AND 8 O'CLOCK POSITIONS 1/2" DIA HOLES DRILLED INTO TWO SIDES OF PIPE FOR WATER INFILTRATION () INSPECTION PORT DETAILNOT TO A 4" DIA SDR -35 END CAP 1.5" DIA SCH-40 PERFORATED LATERALS DRILL 1.5" DIA HOLE IN END CAP 1. O 4" SDR 35 END CAP O 1.5" DIA SCH-40 PERFORATED ` INSERT 1.5" DIA SCH4O LATERALS WITH 1/8" ORIFICE PRESSURE LINE HOLES FACING UP AT 2' O.C. THROUGH END CAP, FIRST AND LAST HOLES MUST SEAL WITH FLEXIBLE FACE DOWN FOR DRAINAGE SEALANT PIPE DETAIL .a. r0 sc"cr ALL ifB�CE 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970 309.5259 carla@allserviceseptic.com Dockerty / Demoraes Residence Lot 21 Oak Meadows Subdivision Garfield County, Colorado Project Number: C1258 Date: 10/25/18 Designed 8y: C80 Reviewed By: RHP Drawn By ANG W4.0 Shear 4 of 5 INSTALL DISCHARGE PIPE AND VALVE ECCENTRIC TO CENTER OF VAULT LEGEND pq topsoil I I silt loam T silty clay loam n FLUSHING ASSEMBLY DETAIL i arr. CC rqr sws — 0 — 1 —2 — 3 w-- 4 w u_ —5 EL.-- — 6 — 7 — 8 — 9 10 SOIL PROFILE TEST PIT NO. 1 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP 1.5" DIA BALL VALVE 1.5" DIA PVC LONG SWEEP 90° BEND ASTM C-33 CONCRETE SAND MEDIUM BROWN TOPSOIL MEDIUM BROWN SILTY CLAY LOAM WITH WEAK STRUCTURE GRADE LIGHT BROWN SILT LOAM (CALICHE) WITH ANGULAR ROCK 1. NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATIONS SOIL PROFILE TEST PIT NO. 2 DESIGN 5 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS) + (150 GPD 4thAND 5th BEDROOMS) WASTEWATER FLOW = 600 GALLONS TANK: MIN. 1500 GAL = 5 BEDROOMS USE 1500 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK FOLLOWED BY A 500 -GALLON PUMP CHAMBER WITH PUMP SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 600 / 0.6 = 1000 SF PRESSURE DOSED BEDS CHAMBERS (3) UNLINED SAND FILTER BEDS (2 -FEET DEEP) BEDS, EACH 12' X 30' 2 ROWS OF 7 ELJEN MODULES ON EACH BED DARK BROWN CLAY LOAM TOPSOIL LIGHT BROWN SILT LOAM (CALICHE) WITH ANGULAR ROCK O SOIL LOGS .6r o taut SOIL PROFILE TEST PIT NO. 3 MEDIUM BROWN TOPSOIL MEDIUM BROWN SILTY CLAY LOAM WITH WEAK STRUCTURE GRADE LIGHT BROWN SILT LOAM (CALICHE) WITH ANGULAR ROCK ALL SERVICE 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carlace allserviceseptic.com Dockerty / Demoraes Residence Lot 21 Oak Meadows Subdivision Garfield County, Colorado Project Number: C1258 Date: 10/291,6 Designed By: 000 Reviewed By: RHP Drawn By ANG W5.0 Sheet 5 of 5 Item # 1500T-2CP 1500 Gallon Top Seam Two Compartment DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 62.33 ft2 • f c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backflll, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available • Secondary safety screen available with PVC riser • Option of pump or siphon installed ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0' — 0" 3' — 0" 1' -- 0" 3' — 0" 2'-0" 4'-0" 3'-0" 4'-0" DRY 4'-0" 132" Top View Digging Specs 13' Long x 8' Wide 56" below inlet Invert Inlet 1 Outlet 56" 53" Dimensions Net Capacity Net Weight Length 132" Width Height Inlet Side Outlet Total Lid Tank Total 68" 68" 1002 gal 1507 gal 1509 gal 3600 lbs 11180 lbs 14780 lbs Water a (719) 395-6764 29005 Co. Rd. 317 Wastewater P.O.6aoc95 Systems Fax: (719) Buena CO 81211 k) VALLEY • Rroa�,� PRECAST rxc. • serWoe Weblike: 'w""�'�tcom ��: neer. Residential Biotube® Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter ■0 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 8 -in. (200 -mm) Base Inlet Filter 4 -in. (100-mnt) Insert Filter •1 vele Orencos superior effluent filters resist Hugging better than all other brands. Our stan- dard, full-sized 4 -in. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Feat • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional 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 increasing retention time • Custom and commercial sizes available ures & Benefits • Easy to 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 construction, to ensure long life • Lifetime warranty 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. >i C60 Orenco Systems` Incorporated Changing the Ufj the World Does U/nsiewalcr" www.orenco.com Nomenclatures 4 -in. Biotube Fitter (standard) FT04 n-noF II Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FT L 08 22 -14 131 J Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate` Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filte diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FT J _[]04 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) W = fi s Type 3034 outlet tee S = fi s Schedule 40 outlet tee Blank = 1 8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4 -in. Biotube Fitter Insert (cartridge only) FT 00418-0- 1 For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4 -in. Biotube Effluent Fitter Extendible PVC handle '" Stainless steel set screws,'z 4-in. Biotube Jr. Top seal plat�g Air vents Biotube° filter cartridge Solid base Filter housing Tank wall Distributed By: Item # 500T -HH 500 Callon Top Seam with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft' • f c 0 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea grovel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC risers available • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" 1'-0" 4'— 0" 2'— 0" 4'— 0" 3' — 0" 4' — 0" DRY 4' — 0" "Service contracts available for maintenance.` Top View 20* Clear Access 24" Minimum Height Wires to Panel ulck Disconnect 1 Wive Flexible Boot 6 Digging Specs Invert • 5 Dimensions Net 7' Long x 7' Wide Inlet Outlet Length 56" below inlet 56"' 73" 58" 52". • utyl Rubber Sealant Section View Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Net Weight 1 Min. Capacity • Lid Tank To to' Width (Height 58" 92" 522 gallons 1,340 lbs 4,100 lbs 5,640 lbs WasteWastewaterWater (719) 395-676428005 Co. Rd 317 PA. Bac 925 PRE A$T, lac. • Service+SystemsFax: (719) 395-3727Products WgbSltbB: www.VellByprecastoom 1T7 TC'VALLEY Email: frontdesk@valloyprecastcom Orenco" Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages External splice box (Optional: internal splice box comes standard.) Control panel Riser lid (not included) 1. J Float bracket Riser (not included) 1 Support pipe Pump vault Float stem Floats } a Float collar Vault inlet holes 4 -in. (100 -mm) turbine effluent pump Biotube® filter cartridge Discharge assembly Pump liquid end Pump motor Biotube® ProPakrM pump package components. 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 Orenco technical documents: • Float Switch Assemblies (NSU -MF -MF -1) • Discharge Assemblies (NTD -HV -HV -1) • Splice Boxes (NTD -SB -SB -1) • 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. It 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 well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPP5OTDA, BPP5OTDD-SX Product Code Diagram BPP❑ ,]-❑ Ttandartl options: Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly 0 = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotube® ProPak'" pump vault Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 09/14 Page 1 of 4 ProPakTM Pump Vault Materials of Construction Vault body Support pipes Dimensions, in. (mm) Polyethylene PVC A - Overall vault height B - Vault diameter 57 (1448) or 68 (1727) 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) E - Vault top to support pipe bracket base F - Vault bottom to filter cartridge base 2 (50) 3 (76) 4 (102) 1 D _ti... 4 °:•�_?; A ea . °` �J TJo 4 B ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Cartridge end plates Polyethylene Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening Total filter flow area 0.125 in. (3 mm)* 4.4 ft2 (0.4 m2) Total filter surface area 14.552 (1.35 m2) Maximum flow rate '0.062 -in. (1.6 -mm) filter mesh available 140 gpm (8.8 L/sec) B ►I Biotube® filter cartridge (shown with float switch assembly) NTD -BPP -1 Ree 1.2, © 08/14 Page 2 of 4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com Technical Data Sheet 4 -in. (100 -mm) Turbine Effluent Pumps Pump Curves Orenco's 4 -in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field -serviceable and repairable with common tools. All 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO Impellers: Intake screens: Acetal (20-, 30-gmp), Noryl (50-gpm) Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Specifications Deionized water and propylene glycol Nom. flow, Length Weight gpm (L/sec) in. (mm) Ib (kg) 20 (1.3) 22.5 (572) 26 (11) 30 (1.9) 21.3 (541) 25 (11) Discharge Impellers in., nominal 1 1.25 4 1.25 3 50 (3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, gpm (L/sec) 20 (1.3) 30 (1.9) 50 (3.2) hp (kW) Design flow amps 0.5 (0.37) 0.5 (0.37) 0.5 (0.37) 12.3 11.8 12.1 Rated Min liquid cycles/day level, in. (mm) 2 300 18 (457) 300 20 (508) 300 24 (610) ' Discharge is female NPT threaded, U.S. nominal size, to accommodate Orencd' discharge hose and valve assemblies. Consult your Orenco Distributor about fillings to connect discharge assemblies to metric -sized p/png. z Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPakrM Pump Vault. Orenco° 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 performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 m GI 120 p 100 a 63 80 60 a c 40 F, 20 Flow in liters per second (L/sec) 0.63 1 26 1 89 252 3.15 3.79 442 14200514 PF 300611 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 30 24 10 12 6 Total dynamic head (TDH) in meters Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, m 08/14 Page 3 of 4 Control Panel (Demand Dose) Orenco'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 Enclosure Hinges UV -resistant fiberglass, UL Type 4X Stainless steel Dimensions, in. (mm) A - Height B - Width C - Depth 11.5 (290) 9.5 (240) 5.4 (135) Specifications Panel ratings 1. Motor -start contactor 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch 4. Audio alarm Single -pole, double -throw HOA switch, 20 A 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 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X Control panel, demand -dose Control Panel (limed Dose) 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 dralnfleld or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings Dual -mode 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 1 a. Analog timer (not shown) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer (shown below) 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch 5. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Usual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X c• 4 Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Rev. 1.2, ® 08/14 Page 4 of 4 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com Orenco' PF Series 4 -inch (100 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor c Lfs LRBO98O LR2053896 — Discharge Connection — Bypass Orifice — Suction Connection 0 Powered by Franklin Electric Features/Specifications 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 1i8 -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-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship * Not applicable for 5 -hp (3.73 MAO models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF ❑ ❑ lord length, ft (m):$ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115` 200 = 200 2 = 2301 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 1/2 hp (0.25) 07 = 3 hp (0.56) 15 = 1-Y2 hp (1.11) 30 = 3 hp (2.24) 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) 05 =Yo hp (0.37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series 1 -hp (0.37kV4 only t220 volts for 50 Hz pumps tNote: 20 -foot cords are available only for single-phase pumps through 1-1 hp Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 1 of 6 Orenco° Technical Data Sheet Specifications, 60 Hz Cr C ) Pump Model I A yz.01 0. , X 0-C13 E El d E • n a e E mcg, o cc • E o m Length, .i. (mm) QE e �- g Weight, 3 Ib (kg) PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4.5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 '/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4.5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 '/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5.6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 '/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5.6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 '/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5'6.7'6 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 '/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5'6,8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5'6,8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 '/a in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 '/a in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 1/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Aa in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4.5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 Y4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4.5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 '/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4.5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 '/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4'5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 Y4 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 1/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 '/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 '/4 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 '/4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4'5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 '/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4'5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 Y4 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 8 1 A4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5'6'7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5,6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 '/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5'6'7'8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 %a in. SS 44.5 (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 1 '/4 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 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5,6,8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5'6,8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 %a in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 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) 300 PF500534 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 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 2 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Technical Data Shece Specifications, 60 Hz (continued) g _ o a a ll�3 IR Esq `° p C S Z> A E Length, in. (mm) Orenco° Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 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 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 (940) 55 (25) 100 PF50303200 4,5,8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4'5' 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6,7.8 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 (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 PF751012 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 PF751512 75 (4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0.0) 0:54. (0.37) 1 220 230 3.9 4.1 6 1 1/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4'5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 Y4 in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5'6 10 (0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 '/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30 (1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 1/4 in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 '/4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30 (1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 '/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4.5 30 (1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 '/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50 (3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 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 PF501552 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 PF751052 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 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 14 -in. NPT GFP discharge is 2 7/8 in. octagonal across flats; the 1 '4 -in. NPT SS discharge is 2 1i8 in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 7/8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) rgquired for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are $ g41lled with 3 -hp and 5 -hp pumps. Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -1,11 -PF -1 Rev. 2.2, 4t 09/14 Page 3 of 6 Orenco Materials of Construction Discharge Discharge bearing Glass -filled polypropylene or stainless steel Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free 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 at 203-221° F (95-105° C). Using a Pump Curve A pump curve 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, or TDH), providing a graphical representation of a pump's optimal performance 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 Orenco's PumpSelect- software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp PF1503 0 0 2 4 6 8 10 12 14 16 0 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) Flow in gallons per minute (gpm) NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 4 o16 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com • f 1 1 i PF10 Series, 60 Hz, 0.5 - 2.0 hp I IPF1020 .,,, C 1PF1010j \� (PF1N7 c,• �~� t PF1005��1 1 PF1005 C N `-• • w/ Ye flow controller -- • — Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp PF1503 0 0 2 4 6 8 10 12 14 16 0 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) Flow in gallons per minute (gpm) NTD-PU-PF-1 Rev. 2.2, ® 09/14 Page 4 o16 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco,com 100 �PF3050� • 1 I E PF30 Series, 60 Hz, 0.5 - 5.0 hp - Fs I PF3021 - PF301 :: ... PF301U a 0 100 90 80 70 60 50 40 30 20 10 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) IPF75151 PF75 Series, 60 Hz, 1.0 -1.5 hp 00 60 Hz Models (continued) 400 350 300 0 250 t 200 150 100 Total dynamic head (TDH) in feet 50 0 450 400 350 300 250 200 150 100 50 0 .1:12001 1 2005 PF20 Series, 60 Hz, 0.5 -1.5 hp 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) [P -F-5001 [P -F-5001- --- I 60 Hz, --PF50 Series, 0.5 - 5.0 hpl PF5015 PF501e......--„ Emoolj. PF500 rt a � ^-`• •`•, 10 20 30 40 50 60 70 80 9i Flow in gallons per minute (gpm) 900 800 as c700 600 1► 500 400 300 1.3 200 Total dynamic head (TDH) in feet 10 20 30 40 50 60 70 80 Flow in gallons per minute (gpm) 90 100 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2,2, ® 09/14 Page5of6 Orenco° Pump Curves, 50 Hz Models 180 160 m140 •E 120 100 CO 0 80 60 $' 40 20 0 4 Flow in gallons per minute (gpm) nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 PF1015521 - - - I I I f 525 459 394 328 PF50 Series, 50 Hz. 0.37 -1.1 kW PF10 Series, 50 Hz, 0.37 -1.11 kW - ME IPF301562} .1Pff5111552 ; LPF30105D!. a34975E.1 -' Y ll .... , PF501W52- .., 262 197 131 66 PF100752 ' 10.1110 r -1. ~ 111 Pf.0A452 _k. 66 1.. J•u, r:rY: , "i 49 PF1005-FCC 441 ii ■ I w/ 6mm flow controller 'MI 01 02 0.3 0.4 05 0.6 07 118 Flow in liters per second (1./sec) Flow in gallons per minute (gpm), nominal 7 9 16 24 32 40 48 56 63 09 05 10 15 20 25 3.0 3.5 4.0 45 Flow in liters per second (L/sec) 120 100 E •B 80 m 60 t 40 a 20 0 30 27 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 - - 1 1 131 115 98 82 PF50 Series, 50 Hz. 0.37 -1.1 kW IPF301562} .1Pff5111552 ; LPF30105D!. a34975E.1 Y .... , PF501W52- .., -1PF600752 n, 66 1.. 49 33 16 4st.'- 1 05 10 15 20 25 3.0 3.5 4.0 45 Flow in liters per second (L/sec) 120 100 E •B 80 m 60 t 40 a 20 0 30 27 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 04 08 12 16 2.0 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 r � � PF75 Series. 50 Hz, 0.75 kW vi w 24 E 21 [P17519521 CZ CZ 18 3 0 0 328 e 262 it 197 raaa) t 131 E e 66 2.4 89 79 1 G 69 m G 59 49 a W 39 30 20 I"O► 06 1.2 1.8 2.4 3.0 36 4.2 4.8 54 60 Flow in liters per second (L/sec) NTD-PU-PF-1 Rev. 2.2, 4i 09/14 Page 6 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com PF30 Series, 50 Hz, 0.37 -1.11 kW 1 IPF301562} LPF30105D!. a34975E.1 .... , 04 08 12 16 2.0 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 r � � PF75 Series. 50 Hz, 0.75 kW vi w 24 E 21 [P17519521 CZ CZ 18 3 0 0 328 e 262 it 197 raaa) t 131 E e 66 2.4 89 79 1 G 69 m G 59 49 a W 39 30 20 I"O► 06 1.2 1.8 2.4 3.0 36 4.2 4.8 54 60 Flow in liters per second (L/sec) NTD-PU-PF-1 Rev. 2.2, 4i 09/14 Page 6 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing Valve Assemblies For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially 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 and/or 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 eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 0. 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 0 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 0. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve Orenco Systems' Incorporated 1-800-348.9843 NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 1 of 6 Figure 2: Orenco Distributing Valve Assembly (6000 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 ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gprn) V4400A HL = 0.085 x Q1.45 V4600A HL = 0.085 x Q1.58 V6400A HL = 0.0045 x Q2 + 3.5 x (1- e 0.06Q) V6600A HL=0.0049xQ2+5.5x(1-e-O.1Q) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 10-40 10-25 15-70 15-70 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves 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 installed provide the necessary protection to prevent valve malfunction. The Biotube® pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems, Inc. Page 3 of 6 Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 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 to rotate 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 systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should 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 overcome this problem in some instances. Dosing Tank Transport Line Distributing Valve Assembly Discharge Laterals Figure 4: Ideal valve location NTP -VA -1 Rev. 1.2, ©11/03 Orenco Systems', Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Dosing Tank Pressure Release Line if h>2'-0" Transport Line Chack Valves if h>2'-0" Discharge Lateralswe Distributing Valve Assembly Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. 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. NTP -VA -1 Rev. 1.2, ©11!03 Orenco Systems®. Inc. Page 5 of 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: SOLUTION 1: SOLUTION 2: SOLUTION 3: 3. PROBLEM: CAUSE: Stem and disk assembly not seating properly on valve outlet. Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. 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. Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. Valve skips outlets or zones 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. SOLUTION 1: Keep the transport line full. SOLUTION 2: 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 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 6 of 6 Distributing Valves Submittal Data Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. coupling distributing valve union Top View ball valve elbow Bottom View Specifications Side View General o Orenco Systems' Incorporated 1-800-348-9843 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 Distributing 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. Ideal 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, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature V❑II❑❑A Indicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Materials of Construction All Fittings: Unions: Ball Valve: Clear Pipe: V4XXX Distributing Valves: V6XXX Distributing Valves: Sch. 40 PVC per ASTM specification Sch. 80 PVC per ASTM specification Sch. 40 PVC per ASTM specification Sch. 40 PVC per ASTM specification High-strength noncorrosive ABS polymer and stainless steel High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 35 30 25 - 20 15 ,. 10 5 0 0 Distributing Valves (continued) Head Loss Through Assembly (ft.) V4600A 111t V4400A V6600A V6400A 1111 1111:HI till !ill tilt 1111 11 1111;1111 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft) Min. Enclosure V4402A 1.25 125 10.40 170 VB1217 V4403A 1.25 1.25 10 - 40 170 VB1217 V4404A 1.25 1.25 10 - 40 170 VB1217 V4605A 1.25 1.25 10 - 25 170 RR2418 V4606A 1.25 1.25 10 - 25 170 RR2418 V6402A 1.5 1.5 15 -100 345 RR2418 V6403A 1.5 1.5 15 -100 345 RR2418 V6404A 1.5 1.5 15 -100 345 RR2418 V6605A 1.5 1.5 15 -100 345 RR2418 V6606A 1.5 1.5 15 -100 345 RR2418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 Eljen GSF Geotextile Sand Filter PASSIVE ADVANCED TREATMENT TECHNOLOGY Independent 3rd Party Testing Confirms Compliance with NSF Standard 40 Protocol Requires a Smaller Installation Area than Traditional Systems Pre -treats Effluent with a Patented Two -Stage Bio-MattTM Process Reduced Site Impact Made from Recycled Materials Lightweight and Easy to Handle ellen CORPORATION Innovative Environmental Products and Solutions Since 1970 Only the Eljen GSF Geotextile Sand Filter Pretreats Effluent with a Patented Two -Stage Bio-MattTM Process When your Installation requires more performance in less space, the Eljen GSF delivers. With Eljen's patented two-stage Bio -Matt" pre-treatment process the GSF applies a better than secondary treated effluent to the soil, increasing the soil's acceptance rate. The result is superior treatment in the smallest area possible when compared to other onsite technologies. ELJEN'S EXCLUSIVE FOLDED DESIGN PROVIDES THE MAXIMUM TREATMENT SURFACE AREA IN A MINIMUM OF SPACE • Porous Top of the Eljen GSF allows evapotranspiration and oxygen exchange for better effluent treatment. • Anti -Siltation Fabric keeps fines out of the Eljen GSF • Untreated Effluent - _ • Bio -Matt'" Fabric • Cuspated Plastic Core - _ provides separation between layers of Bio -Matt'"' fabric. Maintains structural integrity of modules & aids oxygen transfer. Increases treatment surface area & effluent storage capacity. • Filtered Effluent -- • Treated Effluent FLEXIBLE SITE INSTALLATION • Trench or Bed layouts • Level or Sloped sites • Mound or In -Ground installations • Equal or Serial Distribution CORPORATION Innovative Environmental Products and Solutions Since 1970 125 McKee Street, East Hartford, CT 06108 800-444-1359 • 860-610-0426 • Fax: 860-610-0427 Email: info@eljen.com • Website: eljen.com Patented 02015 Eljen Corporation 1516A-04/15 TRENCH SYSTEM—Straight or Curved Perforated Pipe distributes effluent to the Eljen GSF. Pipe is secured to the GSF Modules with preformed metal clamps. Primary Treatment Zone forms on Bio -Matt'"" fabric. Significant fabric provided for every ft' of soil interface. Secondary Treatment Zone forms at sand layer. Long term acceptance rate of this biomat layer is significantly increased as compared to conventional systems. Specified Sand Layer provides additional filtration Native Soil or Fill provides final filtration IN -GROUND TRENCH SYSTEM QJ Q! SERIAL DISTRIBUTION SYSTEM MOUND SYSTEM anin......4 J . BED SYSTEM LlII�..r1 .�--_j . SLOPED SYSTEM—In-Ground or Mound