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HomeMy WebLinkAboutOWTS Design Report 11.21.2017ALL SERVICE 33 Four Wheel Drive Rd Carbondale, CO 01623 974.309.5259 November 21, 2017 Casey Sheahan sheahancasev@gmail . com Project No. C1341 Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence + 1 -Bedroom Detached Additional Dwelling Unit (ADU) 113 Crystal River Road Garfield County, Colorado Casey, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 5.1 -acre property is located outside of Carbondale, in an area where OWTSs are necessary. Legal Description: Section: 33 Township: 7 Range: 88 Subdivision: ROCK CREEK ADD. Lot: 2 Parcel ID: 2393-334-09-002 SITE CONDITIONS A 4 -bedroom, single-family residence and 1 -bedroom detached additional dwelling unit (ADU) are developed on the property. Both are served by an existing OWTS which is experiencing problems. The existing soil treatment area (STA) is located under the existing driveway. The residences are served by a community water system. An existing water line is approximately located on the W1.0 enclosed in this design packet. All efforts will be made to accurately locate the existing water line and maintain the required 25 -foot setback from the water line to the proposed STA. Other relevant setbacks include 5 -feet from the house to the new pump chamber, 20 -feet from either residence to any section of the proposed STA, and 10 -feet from any property line. We recommend staking out the proposed STA sections to assure all setbacks can be achieved. The proposed STA location is already somewhat terraced with landscaping, and an approximate overall slope of 30% in the western (uphill) section, 16% near the existing platform, and 30% through a clump of existing trees just prior to a relatively flat section before dropping steeply toward Crystal River Road. SUBSURFACE The subsurface was investigated on November 20, 2017 by digging one soil profile test pit excavation (Test Pit). A mini -excavator was used to excavate the test pit. It was only feasible to excavate one test pit due to the existing topography and landscaping. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 Carla Oslberg holds a Ger lific:ale of Attendance arid Examination from the CPOW Visual and Tactile Evaluation of Soils Training Page 2 The materials encountered in the Test Pit #1 consisted light brown silt loam with some cobbles 2 to 4 -inches in diameter to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at approximately 3 -feet below grade. The soli formed a ball and a ribbon less than 1 -inch in length before breaking. Soil structure shape was single grain to blocky, soil structure grade was moderate, and consistence was loose to friable. The texture of the soil was more smooth than gritty. STA sizing is based on Soil Type 2, Silty Loam with moderate structure grade. 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 2 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. sieved sample Test pit DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 bedrooms + 75 GPD (4th bedroom) = 525 GPD + 150 GPD (1 bedroom in detached ADU) = 675 GPD LTAR = 0.6 GPD/SF 675 GPD / 0.6 GPD/SF x 1.0 (pressure dosed beds) x 0.7 (chambers) = 788 SF Page 3 The existing 1500 -gallon septic tank is intended to remain in use. The septic tank must be inspected by this office and verified to be in good condition. If the septic tank is found to be in poor condition, it must be replaced with a new, 1500 -gallon, two-compartment septic tank with an effluent filter on the outlet tee. The existing STA, located under the driveway, will be abandoned in place. The new system installation will include a 500 -gallon, single -compartment concrete pump chamber with an Orenco® ProPak and Orenco® PF3005 pumping system, installed to the northeast of the ADU. The floats must be set to dose approximately 90 gallons per pump cycle, allowing for 12 gallons of drain back into the pump chamber after each pump cycle. The control panel for the pumping system must be located within line of sight of the pump chamber. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5 -inch diameter pump line from the pump chamber to a Model 6404A Automatic Distributing Valve (ADV). The ADV must be installed at the high point and must be accessible from grade. The pump line must have a minimum 1% grade for proper drain back into the pump chamber. The STA will consist four beds; three with of 3 rows of 5 'Quick 4' Low Profile Infiltrator® chambers and one with 3 rows of 7 'Quick 4' Low Profile Infiltrator® chambers for a total of 66 chambers and 792 square feet of infiltrative area. There must be at least 6 -feet of undisturbed soil between each bed and the beds must be terraced down the hillside, each having a level base. We recommend the beds be installed as shallow as possible, allowing for 1 -foot of cover over chambers. The STA may require regrading to assure proper drainage over and around the beds. 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 2 -feet on center. We recommend Orenco® Orifice Shields be placed under the downward facing orifices. Each lateral must end in a 90 degree sweeping ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade. Inspection ports must be placed in each corner of each bed. Ports may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. 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 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. 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 g Carla Ostberg, MPH, REHS Reviewed By: Richard H. Petz, Page 5 300 250 200 150 100 50 Pump Selection for a Pressurized System - single Family Residence Project Parameters Disd>ageAssETrtty&ze 125 inches TraspQtLeghBetcre\ ve 110 FM Traspo1PpeClass 40 TraspariLineSze 1.50 itches D'sFbuirgVdveModd 6401 Traspo1LaghAkrVdve 65 feet Trasport eclesss 40 TraspatPpeSize 1.50 ernes MacE]e✓dimLit 18 feet Maibkitegh 6 feet MadidPipe Class 40 MaifridPipe mp 1.50 inches N urbErdperLderas ral 12 Laa-aLax , 713 feet Lakra Pipe Class 40 Latera Ppeaze 1.63 inches Orifice Sze 532 inches Orifce$acieg 2 feet Residia Head 5 het FkwM#T Nue inches Acid�ri Friciulesscs 0 fed Calculations MiirrirnRchvRabpar ° 0.68 Ninter dOtiloesper Zue 45 Ida FlavReb per Zcne 335 Narta ch ralsperZue 3 % FbwDitserial 1sttastOrifioe 07 Trasport\4iodtyBreValve 4.8 Traspo Ntiocity Aim Vase 4.8 Frictional Head Losses Trn Less trairDischarge 6.5 feet Loss inTrasportBefareValve 5.9 fed Loss ifroiVa/e 7.1 feet LcssiiTrarspaldia\&He 35 het Loss inMaribki 0.1 feet Less nLabrals 0.1 tet Loss Ihrouli F1<lnrr>efer 0.0 feet Putfarr'FricimLosses 0.0 het Pipe Volumes VddTraspartlxreBefrreVave 116 VddTraspertLreAflrVdve 6.9 Vol of1Vbrifeid 0.6 Vol ofL; ds perZrne 8.9 Td3lVdBefreWMe 116 TM Vol Al erklve 16.4 Minimum Pump Requirements 9 gds gds Total Dynamic Head, TDH (Feet) 13 1 5 r: 1 • 00 PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005Hk,#1HcadEflue tPurp 30GPM,171HP 115T0/ 106 *-Iz,20 / 306011z PF3007 H OH cart EfluTt F' rrp 30GPV1,3/4HP 231310 MHz, 200460M 30 601Iz DcsigrFlbNRah 30.5 gcrn Tdd DyrraricHeal 462 feet P1=3010Hilt Heal ElltsrtPurp 3DGPM,1HP 230/ 10 6131z, 20646C1V 3003Hz °Falco twateme lardneprwaloel aa•Tiecr ulg d PF3015H011-lc EflustPure 30GPM.1-12HP 230/ 1060-1z, 2002a140:1V30 E311 Iz Legend 30 35 SystrnCuve PurpCuve: PurpOp6rrral Race: OperalrgPdrt DGsigiPdrt 0 40 0' 10' 20' Scale: 1" = 20'-0" DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 11/21/17 4 -BEDROOM RESIDENCE 1 -BEDROOM ADU APPROX. \\\ WATER LINE LOCATION—"rJ � r DENSE VEGETATED \.. AREA \ \ \ - 9 4 — \ —c / '--- j 1. 1 1l 1 14. n SITE PLAN WOOD DECK TO BE REMOVED out €fRYt' 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Sheehan Residence 113 Crystal River Road Garfield County, Colorado Project Number: C1341 Dale: 11121;r17 Ds-Mgcad By. CBO Reviewed By: RHP Dravn Ey. ANM W1.0 Sheet 1 a14 N 4-s. 1t 0' 5' 10' Scale: 1" = 10,-0" ADV MODEL 6404 AT HIGH POINT, ACCESSIBLE AT GRADE 24.68 EXISTING 1500 -GALLON SEPTIC TANK TO REMAIN NEW 4" SDR -35 SEWER PIPE (MIN 1% SLOPE TO TANK) NOTE: EXISTING SEWER LINES FROM RESIDENCE AND CDU TO REMAIN IN USE I NEW 500 -GALLON PUMP CHAMBER WET ORENCO PL3005 i' jj s 1.5' DIA SCH-40 PUMP LINE (MIN. 1% DRAIN BACK TO PUMP TANK) 1 -BEDROOM ADU ENCASE PUMP LINE 10' ON EACH SIDE OF WATER LINE 1 4 ._I 1.5" DIA SCH-40 ' LATERAL WITH_ . "): • ' 573T' 0/A- kFICES, ' 2' O.C. FIRST AND LAST ORIFICE FACES DOWN FOR DRAINAGE \ • (2) 45 DEGREE ' GLES OR ALTERNAT GENTLE ANGLE (AVOID 90 DEGR ANGLE) LOW PROFILE CHAMBER BED. 3 BEDS WITH 3 ROWS OF 5. ONE BED WITH 3 ROWS OF 7 APPROX. WATER LINE = 792 SF LOCATION 1.5" DIA SCH-40 PUMP LINE TO EACH BE 55 tt • INSPECTION ' PORT AT EACH CORNER OF EACH BED — C}- • 10' MIN. TO PROP. LINE I END EACH LATERAL IN A 90° ELBOW FACING UP WITH A 2 BALL VALVE IN A VALVE BOX FOR FI.USHING n PROPOSED OWTS PLAN All s[Fiiimuo 33 Fuw Wheal Oliva Rudd Carbondale, Colorado 81623 Phone 970.309.5250 carla@allservIceseptIc.com Rhenhan Residence 113 Crystal River Road Garfield County, Colorado Project Number: C1341 Date: 11/2II17 Designed By: CBO ReeIewad By: RHP Drawn Br: ANN! W2.0 Sheet 2 of 4 1..5" DIA SCH-40 LATERAL WITH 5/32" DIA IFICES, 2' O.C. FIRST AND LAST DRIFICE FACES DOWN FOR DRAINAGE 15" DIA SCH-40 PUMP NE FROM ADV 6404 ADV, ACCESSIBLE AT-. GRADE PUMP LINES TO OTHER 3 BEDS 4" SDR .35 PVC INSPECTION ?OR AT EACH CORNER 0= STA EXTENT OF EXCAVATION 4" ALL .41; M. 20 OR 28' (REFER TO PLAN 5 OR 7 CHAMBERS PER ROW 1.5" DIA SCH-40 PVC LEVEL MANIFOLD Q STA PLAN 9' ALL BEDS SLOPE FOR DRAINAGE GRAV£LLESS'QUICK-4' LOW PROFILE CHAMBER END EACH LATERAL IN A 90" ELBOW FACING UP WITH A BALL VALVE IN A VALVE BOX FOR FLUSHING INFILTRATOR END PLATE 4" DIA SDR -35 INSPECTION PORT AT EACH CORNER OF BED(S) FLUSHING VALVE AT END OF EACH LATERAL INFILTRATOR(R) QUICK4(TM) LOW PROFILE CHAMBER, 3'X4' 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com SCARIFY SURFACE (,STA SECTION Sheehan Residence 113 Crystal River Road Garfield County, Colorado Project Number. C1341 SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE = FINISHED GRADE 4" DIA SDR 35 SEWER LINE TO TANK 30" DIAMETER PVC RISER (INSULATED TO HOUSE n`..' CLEANOUT DETAIL V L FROM EFFLUENT PUMPING SYSTEM AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 1.5" DIA SCH-40 PVC INLET AND OUTLETS ADV DETAIL J zEr COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4° PVC PIPE CUT TO FIT INSPECTION PORT DETAIL Date: 11121/17 Designed By: CBO Reviewed By: RHP Drawn BY. ANM - W3.0 Sheet 3 of 4 DESIGN 4 -BEDROOM RESIDENCE + 2 -BEDROOM CDU (75 GAUFERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD 4TH BEDROOM) = 525 GPD (75 GAUFERSOWDAY x 2 PERSONS/BEDROOM x 1 BEDROOM) = 150 GPD 525 GPD + 150 GPD = 675 GPD WASTEWATER FLCW = 675 GALLONS TANK: USE EXISTING 1500 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK ADD 5OO-GALLON. SINGLE -COMPARTMENT PUMP CHAMBER WITH ORENCO PUMPING SYSTEM SOIL TREATMENT AREA (STA): LDNG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 675 / 0.6 = 1125 SF PRESSURE DOSED BEDS = 1125 SF X 1.0 = 1125 SF CHAMBERS = 1125 SF X 0.7 = 788 SF 112 SF / CHAMBER = 66 CHAMBERS FOUR GFAVELLESS CHAMBER BEDS (3) BEDS. 3 ROWS OF 5'QUICK 4' LOW PROFILE CHAMBERS = 45 CHAMBERS ( ) BED, 3 ROWS O 7 'QUICK 4' LOW PROFILE CHAMBERS = 21 CHAMBERS TOTAL 66 LOW PROFILE 'QUICK 4' CHAMBERS Lu LL x 1- w — 0 ---1 — 2 —3 --4 — 5 — 6 — 7 —9 — 10 SOIL PROFILE TEST PIT NO. 1 LEGEND ❑ silt loam NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING TRACK HOE EXCAVATION (7).SOIL LOG / SCHEDULE40 ENCASEMENT PIPE SCH 40 RIGID END i CAP AT EACH END tzIELOF PIPE 1.5" DIA SCH-40 SEWER LINE MUST REST ON BOTTOM OF ENCASEMENT PIPE FINAL 11 � ADAPTOR W,CAP GRADE - .---7 �--: END CAP MUST BE GLUED OR SECURED IN A WATER TIGHT FASHION WITH UNDERGROUND SEALANT HOLE DRILLED IN END CAP MUST ONLY BE LARGE ENOUGH TO ALLOW SEWER LINE TO FIT THROUGH f 1 ENCASEMENT DETAIL 1O" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD 1.5" DIA BALL VALVE 1.5" DIA SCH-40 PVC LONG SWEEP 90° ELBOW CHAMBER END CAP " 5" DIA SCH-40 PVC SUSPENDED LATERAL n FLUSHING DETAIL ALL_ 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Sheehan Residence 113 Crystal River Road Garfield County, Colorado Project Number: C1341 Date: 11/21/17 Designed By: CBO Reviewed By: RHP Drawn By ANM W4.0 Sheet 4 of 4 Item # 1500T-2CP ONLY IF NEEDED 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 backfill, provided large stones are removed • Excavation should be dcwatered 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" Digging Specs Invert 13' Long x 8' Wide Inlet Outlet 56" below Inlet 56" 53" 6 3" 132" 1— ~�' •'ice • ♦� Y' ys_;+1 TAI09 20" Clear Access Top View 129" Section View Dimensions Net Capacity Net Weight Length Width Height Inlet Side Outlet Total Lid Tank Total 132" 68" 68" 1002 gal 507 gal 1509 gal 3600 lbs 11180 lbs 114780 lbs I. Water & (719) 395.6764 28005 Co. Rd 317 Wastewater P.O. Box 925 • VALLEY • products Fax: (719) 395-3727 Buena tesla, Co 61211 • Systems PRECAST Inc • Service Website: www"valleyprecast"c om Email: frontdesk©valleyp ec com ONLY IF NEEDED Residential Biotube® Effluent Filters Applications Our patented* 4 -iii. (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 -ire. (100 -min) Biotube Effluent Filter 4 -in. (100 -mm) Biotube jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter) 47, 8 -in. (200 -mm) Base Inlet Filter 4 -in. (100 -mm) Insert Filter Orenco's superior effluent fitters resist clogging better than all other brands. Our stan- dard .full-sized 4 -in. (100-rnrn) Biotube E f fluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) BiotubeJr., at half' th. e size of our standard model, has more filtering capacity than the All -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 Met Filter. Covered by parent 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 "Distributur Locator.,, APS -FT -1 Rev. 3.4 C)11/10 thence Systems', Inc. Standard Features & Benefits • 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 • 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. o Orenco Systems' Incorporated Changing 'he Wry rlrr iWirn1dDori Wutrit atter" www.oranco.cam Nomenclatures 4 -in. Biotube Fitter (standard) Fr oiDI1-LD 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 Fitter (base inlet model) FT 08 22 -14 B Options: A = float bracket FS -- 2" outlet orifice FSO = 2" outlet orifice and overflow plate" Base inlet model Ca fridge height: 14" standard Housil g height: 22" standard Filte diameter (Inches) 08 - 8" . Blank = 1/8" filtration P = 1116" filtration . Biotube Ohm Itfilter series Also available with coupling and sleeve as a "kit": FT-OVERFI.OWKIT 4 -in. Biotube Jr. (includes cartridge and housing) FTJ][0418 mm Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filter diameter (inches) W ff 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 Filter Insert (cartridge only) FT [0418 - For customized options (e.g., NC indicates Noith Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (inches) Blank — 1/8"hllrahnn I'' — 1/16" filtration Il isetl Blulube effluent Hite' seller 4 -in. Biotube Effluent Filter Extendible PVC handle 4 -in. Biotube Jr. Stainless steel set screws Top seal plate — — Air vents ----- Biotube® ``_ Biotube' filter cartridge Solid base — Riser wall Filter housing Tank wall Distributed By: Item # 500T -Hit 500 Gallon Top Seam with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft2 • f'c 0 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 skies 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.* 58" Wires to, Panel Flexible Boot Top View X20" Clear Access 24" Minimum Height 73" p 52" 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 Disconnect Valve utyt Rubber Sealant Section View _ Digging Specs Invert Dimensions Net Min, Capacity 7' Long x 7' Wide Inlet Outlet'` Length Width Height 56" below inlet 56" I 73" I 58" 58" 92" 522 gallons Net Wei ht Lid Tank otol 1,340 lbs 4,100 lbs 5,640 lbs WWastewater ate& r (719) 395-6764 2P"O. B5 coc 9i Co. Rd. 317 • s VALLEY . Products Fax: (719) 395-3727 Buena Vista, CO 81211 L1 PRECAST, Inc. • Service website: www.valleyprecastcom E,fn�tll: fnontdesk@valleyplecast.com Double Wailed PVC Riser & Lid Options Poly Lid (Static Toad tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection induded • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage _ unauthorized entry 2" of Insulation • Insulation panels achieve R-10 insulation rating Standard ala c Orenco ® DuraFiberTM Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000 -Ib breaking strength L, d • Standard green or brown colors C,• Available with or without urethane lid gasket C • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex 2 key wrench • Insulated lids available - 2" or 4" 1 r Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +1- 2" increments • Must be cut between ribs Water & (714) 3954764 29005 Co. Ind. 317 Wastewater P.Q. Boaz • VALLEY • PuarodFax: (719)x5-3727 Buena Vista, oos 1 Ei PRECAST Inc • Service Webelt°' www.vallgyiarecast_oom Email: frontdesk@valleyp st.00m Orenco Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float External splice box (Optional; internal splice box comes standard.) Control panel Riser lid (not included) ; : rad -- Riser (riot included) .1 .` Discharge ▪ assembly bracket Support pipe 1' Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100-mm) turbine effluent pump Biotube® filter cartridge lan Pump liquid end Pump motor Biotubee ProPakTM 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 fitter, 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 -SD -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 ❑ . - n Standard options. Blank . 57 in. (1448 -nun) vault height, internal splice box, standard discharge assembly 68 68-i0. (1727 -mm) vault height SX_ external splice box CW = cold weather discharge assembly DB_ drainhock discharge assembly 0 = cam lock tdFV_. non•morcuryfloat Control panel application: DD = demand -dosing IDA .- timed -dosing, analog timer TDD - timed dosing, digital linter, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gprn (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 ,.,, 80 gent (3,2 (AN) Biolu69v F'rnPak'" pump vault ()raw Systeme' Inc. , 014 Airway Ave„ Suthorlln, OR 97479 USA • 800-348-0843 . 541-459-4449 • www.orenco.com NTD -DPP -1 Hee, 1,2, C U8/14 Page 1 of 4 orenco® Technical Data Sheet ProPakTM Pump Vault Materials of Construction Vault body Support pipes Polyethylene PVC Dimensions, in. (mm) 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) A A E 1 E ■ B ■ ProPakTM pump vault (shown with Biotube hiter 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 rn2) Total filter surface area 14.5ft2(1.35m2) Maximum flow rate "0.062 -in. (1.6 mm) filter mesh available Biotub 140 gpm (8.8 Usec) 6 filter cartridge (shown with noel switch assembly) NTD -BPP -1 Rev. 1.2, t9 08/14 Page 2 of 4 Orem Systems'• Inc, , 814 Airway Ave., Sutherlln, OR 97479 USA • 800-348-9843 • 541-459-4449 • www,orenco.com Technical Data Sheet Orenco® 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-I-Iz 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: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake 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 Nom. flow, Length gpm (Usec) in. (mm) 20 (1.3) 22.5 (572) 30 (1.9) 21.3 (541) 50 (3.2) 20,3 (516) Performance Weight Ib (kg) 26 (11) 25 (11) 27 (12) Discharge in., nominal 1 1.25 Impellers 4 1,25 3 2.00 2 Nom. flow, gpm (Usec) 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 cycles/day 300 300 300 Min liquid level, in. (mm) 2 18 (457) 20 (508) 24 (610) ' Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco0 discharge hose and valve assernblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an OrencoBiotube ProPakr"' Pump Vault. Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpnl 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 L/sec. 140 120 Cz 100 1-4ro 80 e 60 0 40 20 Flow in liters per second (L/sec) 0.63 126 189 2.52 3.15 3.79 4,42 10 20 30 40 0 60 Flow in gallons per minute (gpm) 70 43 37 30 24 18 12 Total dynamic head (TDH) in meters Orenco Systems* Inc. , 914 Airway Ave., Sulherllii, OR 97479 USA • 800-348-9843 • 641-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1,2, 0104 Page 3 of 4 orenco® Technical Data Sheet Control Panel (Demand Dose) Orenco's ProPak'M 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 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 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 (Timed 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 drainfield 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 1 a. Analog timer (not shown) 120 V, 3b1 hp (0.56 kW), 14A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 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. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Control panel, timed -dose (digital timer model shown) N1 D -BPP -1 Rev. 1.2, ® 08/14 Page 4 of 4 Orencn Systemsa Inc. , 814 Alrway Ave,, Sutherlln, OR 97479 USA • 800-348-9843 • 541-459-4449 • www,urencu,curn Orenco Technical Data Sheet 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 vauft or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor — Discharge Connection — Bypass Orifice — Suction Connection Powered by GS Franklin Electric LR80980 LR2053806 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 1/6 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air hind • 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 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 SCOW 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 kWJ 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 Cord length, ft (m):t Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) • Voltage, nameplate: 1 - 115" 200 = 200 2 = 230t 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 'h hp 10.25)j 07 = M hp (0.56) 15 = 1-i4h(?)1.11) 30 = 3 hp (2.24) Nominal flow, gpm (L/ser,) 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 = 55 hp (0.37) 10=1hp(0.75) 20 = 2hp(1.50) 50 = 5 hp (3.73) Pump, PF Series fd-hp (0.37kW) only 220 volts for 50 Hz pumps Mote: 20 -foot cords are available only for single-phase pumps through 1-15 hp Orenco Systems• Inc. , 014 Airway Ave., SuUlerlin, OR 97479 USA • 800-348-8843 •541-458-4448 • www.orenco.com NTD-PU PF 1 Rev. 2.2, © 09/14 Page 1 of 6 Orencoo Technical Data Sheet Specifications, 60 Hz _i8' cn CU C D � E s 'v c ; 2 m € . Purnp Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 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 Y4 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 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 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 ? 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 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5 8 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 Y in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF1 02012 5.6'7'8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PP102032 5.6,8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5.6.6 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 Ya 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 Y 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 1/4 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 1A 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 '/ 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 % in. GFP 28.4 (721) 20 (508) 33 (15) 100 1720103200 4-5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 ^'5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 Y 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 1 in. GFP 30.7 (780) 20 (508) 35 (16) 300 LPF300511 1 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 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 1/4 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 'i4 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 l 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 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 1A 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 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 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 YA in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5,6,1 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 '10 1 'l4 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' 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5.6, 6 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, 6 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 1/4 in. SS 66.5 (1689) 53 (1346) 82 (37) '100 PF305032 5,6:6 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 5,6,6 30 (1.9) 5.00(3.73) 3 200 208 18.7 18.7 23 1 Y4 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 Length, in. (nun) Rated cycles/day NTD-PU PF 1 Rev. 2.2, m 09/14 Page 2 of 6 Orenca Systems,' Inc. , 814 Airway Ave., Sutnerlin, OR 97479 USA • 800-348-9843 • 541-4b9-4449 • www.orenco.com Technical Data Sheet Orenco® Specifications, 60 Hz (continued) m a z� Pump Model E 2 u LS E Length, in. (mm) E E C PF500734 PF501012 PF50103200 PF501034 PF5015124 PF501532004 PF5030124,5,7,e PF50303200 4, 5, PF503034 4.5.8 PF505012 e,eas PF505032 5M,/.8 PF751012 PF751512 50'(3.2) 50 (3.2) 50 (3,2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (4.7) 75 (4.7) 0.75 (0.56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2.23) 5.00 (3.73) 5.00 (3.73) 1.00 (0.75) 1.50(1.11) 3 460 1 230 3 200 3 460 1 230 3 200 1 230 3 200 3 460 1 230 3 230 1 230 1 230 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 480 2,2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 240 12.5 12.6 5 2 11i. SS 32.5 (826) 30 (762) 41 (19) 100 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 240 17.7 17.7 8 2 in. SS 43.0(1092) 37 (940) 55 (25) 100 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 240 26.2 26.4 13 2 1n. SS 65.4 (1661) 55 (1397) 64 (29) 300 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 240 12.1 12.3 4 2 in, SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4.5 PF101552 5, PF300552 PF300752 PF301052 PF301552 4, PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) '1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.2 11.4 4.1 6.1 7.4 9,3 4.0 6.4 7.4 9.1 7.3 6 1 14 in. GFP 9 1 14 in. GFP 18 1 '/4 in. SS 4 1 Y in. GFP 5 1 '1A in, GFP 7 1 % in. GFP 8 1 '% in. GFP 2 2 in. SS 3 2 in. SS 4 2 in. SS 5 2in.SS 4 2 in. SS 23.(1(584) 26.8 (658) 39.5 (1003) 22,5 (572) 24.8 (630) 28.4 (721) 35.4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 GFP = glass -filled polypropylene; SS = stainless steel. The 1 14 -in. NPT GFP discharge is 2741 in. octagonal across flats; the 1 %-10, NF1 SS discharge is 24n. NPT SS discharge is 2 7/8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco3 discharge hose Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimurn liquid level is for single pumps when installed in an Orenco 8iolubeo Purnp Vault or Universal Flow Inducer. In other applications, minimum liquid Orenrn for more inforrrralion. 3 Weight includes carton and 10-!t (3-m) cord, 4 High-pm:Bore discharge assembly required. 5 Do not use cam -lock option (0) 00 discharge assernbly. 6 Custom d/scharge assembly required for Mese pumps. Contact (keno. 7 Capacitor pack (sold separately or installed in a custom control panel) required for ties pump. Contact °renco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. 2 1/8 in. octagonal across hats; and the and valve assemblies. Consult your Orenco level should be top of pump. Consult Orenco Systems® Inc. , 814 Airway Ave., 5ulherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com NTD -141 -PF -1 Rev. 2,2, 52 09/14 Page 3of6 Orenco® Technical Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing 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 purnp for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal 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 800 700 eb • 600 • 400 e 300 cts ▪ 200 en 100 PF10201 PF10 Series, 60 Hz, 0.5 - 2.0 hp IPf't010 P11007 . PF1005 PF1005-FC ' WJ 1/4" flow controller 160 140 m ▪ 120 Q 100 e 80 • 60 a • 40 ti 20 PF1503, . 1 T 1_ f ii PF15 Series, 60 Hz, 0.3 hp j• 1- __ 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 Deo. 2.2, ® 09/14 Pap 4 of 6 Orenco Syelenrs14 Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 000-348-9843 • 541-459.4449 • www,orenco.com Oreuco Systeme* Inc. , 814 Airway Ave., SutherIle, OR 97479 USA • 000-340-9043 • 541-459-4449 • www wunuu.uom CO 0 Total dynamic head (TDH) in feet U1 O CT O C71 p O O O p =ElZq . 0 : b . O - G O • o; o V: - 0 - U O (11 CO O CAJ1 O O O O CD ' O dq 0'S - TO 09'sa9aS OSId O O O 00 0 Total dynamic head (TDH) in feet 0 0 0 0 0 0 00 CO 00 0 r W• 09'sa!JaS SLJd O O Total dynamic head (TDH) in feet O C.71 O O O O N CO C71 O O O Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 00 (41 - -121 W 471 0 0 O O 0 0 0 0 0 CO O O O O O O "V : - : -0 ..�1�1 . .1. :..n isM. Ca o : : O _ L3 C? O . r N. V : :I 0 : C71 O (ponuijuoo) sppolAl zH 09 3 Pump Curves, 50 Hz Models 180 160 m 140 ,E 120 100 20 0 0 01 02 0.3 0.4 05 0.6 07 0.8 09 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7,9 9.5 11 13 P F 101552] µ_ PF10 Series, 50 Hz, 0.37 -1.11 kW 1 PF100752...-- •PF1zU552. mm.. wl6mnl flow controller 120 525 co •c 100 459 C m m `m 394 ,Lu .S. B0 c T 328 T O O w 60 cu 262 Pa v 197 'r a ro b a 131 a� c Fr 66 F° 45 40 m 35 'E 30 b 25 ro m e 20 e 15 .p c 10 1. 5 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 PF301532 ' PF301052 40 PF30e752 PF300..... ...' 20 PF30 Series, 50 Hz, 0.37. 1.11 kW ;328 ,e i 262 w I C 197 cOcO 131 e 66 0.4 0.8 1.2 1.6 2.0 24 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 10 19 29 38 48 57 67 76 86 30 0 0 I'F:>015§2 . 6F501052 P40752 PF52 -L - PF50 Series, 50 Hz, 0.37 -1.11 kW -L 11 kip --r 1.131 m 27 c en :115 e m 24 m e 98 .= 21 c 4 18 82 4 to 15 le e G6 •e 12 U 49 'e c c a. 9 r a 33 - 6 coti 16 ~ PF75 Series, 50 Hz, 0.75 kW IPF751052'; 89 79 e 69 w 59 49 ro 39 ,V 30 a. 20 0.5 1.0 1.5 2.0 25 3.0 3.5 4.0 4.5 0 0.6 12 1.8 2.4 3.0 3.6 4.2 4.8 5.4 60 Flow in liters per second (L/sec) Flow in liters per second (L/sec) NTD-PU-PF-1 Rev, 2.2,®09114 Page 6 of 6 Oroncu Systems® luc. , 814 Airway Ave., Sather lie, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.ureucu.uum This article may describe design criteria that was in effect at the time the article was written. FOR CU CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing Valve Assemblies RR ENT DESIGN 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 Ocv. 1.2, © 11/03 Orenco Systems', Inc. Page 1 of e 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 Oev. 1.2, © 111U3 Orence Systems°, Inc. Page2of6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range1( in), V4400A V4600A V6400A V6600A 35 30 25 20 15 10 5 Head Loss Through Assembly (ft.) HL = 0.085 x Q 1.45 HL= 0.085 x Q1.58 H.L = 0.0045 x 3.5x(1-e0.06Q) HL= 0.0049xQ2-I- 5.5x(1-e0.1Q) 10-40 10-25 15-70 15-70 V6600A 0 5 10 15 20 25 30 35 40 45 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves 50 55 60 65 70 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 Rey. 1,2, U 11/03 Orencn Systems'", Inc. Page 3 at 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 instilling 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 .._T Figure 4: Ideal valve location NTP-VA.1 Rev. 1.2, (011/03 Orenco Systems', Inc, Pogo 1 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. -f-- Dosing Tank 1'• Pressure Release Line if h>2'-0" Transport Line Discharge Laterals Check Valves if h>2'-0" --- 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, (61 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: SOLUTION 1: The stem and disk assembly is being advanced past the desired outlet. Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -VA -1 Rev, 12, 00 11/03 Orence 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 hall valve elbow elbows Bottom View Specifications Side View General den:Nows o arena Systeme 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 dra infields. 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 VDIIDOA Todicales 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 NMI -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 Distributing Valves (continued) Head Loss Through Assembly (ft. j 35 30 25 20 15 10 5 0 V6600A V4600A V4400A V6400A N—I�—I—i--I—f 1 1 1! 1 1 F 4 1 1 H {—i—} i 1 1 1 1 1 1 i—t- 0 5 10 15 20 3 30 35 40 Flow (gpm) 45 50 55 65 70 Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft) Min. Enclosure V4402A 1.25 1.25 10-40 V4403A 1.25 1.25 10-40 V4404A 1.25 1.25 10-40 V4605A 1,25 1.25 10-25 V4606A 1.25 1.25 10-25 V6402A 1.5 1.5 15-100 V6403A 1.5 1.5 15-100 V6404A 1.5 1.5 15-100 V6605A 1.5 1.5 15-100 V6606A 1,5 1.5 15-100 170 170 170 170 170 345 345 345 345 345 VB1217 VB1217 VB1217 RR2418 RR2418 RR2418 RR2418 RR2418 RR2418 RR2418 N9u-9F-VAi Rev. 3.0,() 4/03 Pape 2 012 Quick4® Plus Standard Low Profile Chambers 5 Pressure Distribution Systems Installation Instructions=Qu�-Ck� Before You 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 Installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Plus Standard LP Chambers ❑ Quick4 Plus All -in -One or Q4 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe ❑ Laser, Transit or Level ❑ Tape measure ❑ Shovel and Rake ❑ Utility Knife ❑ 1 1/4 -inch Drywall Screws* ❑ Screw Gun* ❑ Small Valve -cover Box* ❑ 4 -inch Cap Inspection Port Optional These guidelines for construction machinery must be followed during installation: ❑ Avoid direct contact with chambers whon using construction equipment. Chambers require a 12 -inch minimum of compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. ❑ Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. ❑ Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. Installing 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 from erosion. 1" PRESSURE LATERAL (TYP.) 2" PRESSURE LATERAL (TYP.)------ 2. With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3. Insert 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. 1' OR 2" TRENCH BOTTOM PIPE PLACEMENT 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. Note: Health departments may require a wet -run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 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 chamber onto the previous one at a 45 -degree angle. Line up 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. Place end cap over inlet end. Secure pressure pipe. the 11. Insert 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: If cleanout extensions are required, use a hole saw to cut a hole in the top of the Quick4 Plus All -in -One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the "Installing Optional Inspection Ports" section in the general installation instructions. 12. If 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 es required by local code. Lateral pipe through end cap. Aran M. 11.11.1t4 1,11MILMICE wwwn Failure to comply with those installation instructions may invalidate tho warranty. Contact Infiltrator Systems' Technical Services Department for assistance at 800-221-4436. Advantages of Method A • Pipe 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. ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED DN EITHER SIDE) OUICK4 PLUS trimaran LP CHAMBER } 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 _ (MAY BE INSTALLED ON. EITHER SIDE) STABILIZE OR "T" EVERY 10' TO PREVENT PIPE ROTATION AND MAINTAIN PROPER PIPE POSITION QUICK4 PLUS STANDARD LP CHAMBER Infiltrator Systems, Inc. Limited Warranty (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator ("Units"), when Installed and operated In a leachfield of an onsite septic system in accordance with Infiltrator's instructions, 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 containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES 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 Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages, Infiltrator 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 Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to rnaintain the minimum ground covers set forth in 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, irnproper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terrns set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this 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 Infiltrator's installation instructions. (d) No representative of Infiltrator 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 Infiltrator. A limited number of States and counties have different warranty 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 prior to the purchase of Units, Distributed By: 1 N F1 LTRATOR® systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents: 4,759,661; 5,017,041; 5,158,488; 5,336,017; 5,401,116; 5,401,459; 0,511,903; 5,718,183; 5,588,778; 5,839,844 Cara tits Patents: 1,320,059, 2,004,564 Other patents pending. Intillrator, Equalizer, and 0 U 4 •e iuyjpYsml liadeewl a of IsI9haler Systems Inc. Infilttplor is a registered trademark in Franco. Infiltrator Systems Inc. is a registered trariemeuk in Mevica e 20U81nfitrata Cr/stems Inc. All righln reserved. Printed in 1.1,E.4. PLU5030700AG-0 INFILTRATOR® water technologies uick'..2 The Quick4® Plus Standard Low Profile (LP) Chamber Quick4 PlusT'' Series 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. It is shorter in height than Infiltrator'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 ConnectionTM 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 Quick4 Pius Standard LP Chamber Specifications Size 34"W x 53"L x 8"H (864 mm x 1346 mm x 203 mm) Effective Length 48" (1219 mm) Louver Height 6.3" (160 mm) Storage Capacity 32 gal (121 L) Invert Height 3.3" (84 mm), 9.6" (244 mm) APPROVED in Quick4 Plus Standard Low Profile (LP) Chamber 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 strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12" of cover Quick4 Plus All -in -One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12" raised invert is ideal for serial applications 6.41 Quick4 Plus All -in -One 8 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid -trench • 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 Quick4 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 Cortifiod by tho International Association of Plumbing and Mechanical Officials (IAPMO) Q 4P11 TM S Quick4 Plus Standard Low Profile Chamber 7/uicim rrus . =i Quick4 Plus All -in -One 8 Endcap ftom_ 18„ _ 3.3" INVERT Quick4 Plus All -in -One Periscope 10.4" EFFECTIVE LENGTH* When installed between 2 chambers. 13.3" EFFECTIVE LENGTH* When installed at the end of a trench. INVERT 13311 9.6" 5" C (tie Ro4 Business Park ad P.U. Box 768 Old Saybrook, Cf 06475 860-577-700 • 1 N F 1 LT R AT O Rt 1-800-22104436 Fax 860-577-7001 water technologies www. i n f i it ratorwater. com 48" (EFFECTIVE LENGTH) Quick4 Plus Endcap Am— 8" 1–'11- 4.5" EFFECTIVE LENGTH" - 6„ INFILTRATOR WATER TECHNOLOGIES, LLC ("INFILTRATOR') Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural integrity of each chamber, endcap, EZflow expanded polystyrene and/or other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system 41 accordance with Infiltrator's instructions, 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 containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT 10 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 any- one other than Infiltrator, The Limited Warranty does not extend to incidental, consequential, spe- cial or indirect damages. Infiltrator 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 incun-ed 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 Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in 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 operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Halder fails to comply with all of the terms set forth in this Limited Warranty, Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this 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 Infiltrator's installation instructions. (d) No representative of Infiltrator 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 Infiltrator. A limited number of states and counties have different war- ranty 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 prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France, Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MIoroLeachIng, PolyTuff, CI ran MuIIIPui 1, PusiLuuk, QuiekCul, QuickPlay, 3napLo k and 31taightLock me trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITS is a registered trademark of TI IF-TITF, INC. l lItra-Rih is a trademark of IPEX Inc. 6 2010 Infiltrator Water Technologies, LLC. All rights reserved Printed in 1,1 p A PLUS01 0816 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436 orenco® Technical Data Sheet Orifice Shields Applications Orenco° Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Cutaway view, cold weather configuration General Orenco Orifice Shields snap -fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method -of -use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, 0S200 Product Code Diagram OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.251n. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield 0.D. in. (mm) Lateral pipe 0.11 in. (mm) 08075 OS100 08125 05150 03200 3.5 (89) 1.05 (27) 3.5 (89) 1.315 (33) 3.5 (89) 1.66 (42) 4.5 (114) 1.90 (48) 4.5 (114) 2,375 (60) Orenco Systems°° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348••9843.541-459-4449 • www.orenco.com NI U-SI--US-1 Rev, 1.1, ® 09/14 Pogo 1of1 Ball Valve Valve Box Sweeping Ell