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HomeMy WebLinkAboutEngineer's OWTS Design Report 09.23.201833 Four Wheel Drive Rd Carbondale, CO 81623 970.3095259 September 23, 2018 Project No. C1408 Matt Ehlers matt tCr7truenorthfirevlaces.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence + Future 1 -Bedroom ADU TBD Mitchell Creek Road Garfield County, Colorado Matt, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 6.58 -acre property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Section: 27 Township: 5 Range: 89 A PARCEL OF LAND IN SECT. 27 & 34 SAID PARCEL BEING LOT 1 AND A PORTION OF LOT 2 AS SHOWN ON THE STEELE SUB. EXEMPTION PLAT REC.# 532990. AKA LOT 1 STEELE SUB. EXEMPTION 6.58 ACRES Parcel ID: 2119-273-00-049 SITE CONDITIONS The property is currently undeveloped with the exception of the driveway and the well. A 4 -bedroom, single-family residence is proposed. An additional dwelling unit (ADU) is contemplated. Possible location for this structure may be near the northern portion of the property. The ADU may include 1- bedoom. The structures on the property will be served by a private well. The well has been drilled on the northern portion of the property. The well is located greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed soil treatment area (STA). The proposed water line will run along the existing driveway and will be at least 25 -feet from any OWTS component. The proposed soil treatment area (STA) location has an approximate 15-20 percent slope to the west toward Mitchell Creek. The trenches should follow the contours to keep installation depth consistent the length of each trench. SUBSURFACE The subsurface was investigated on September 11, 2018 by digging two soil profile test pit excavation (Test Pit). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in Test Pit #1 consisted of dark brown topsoil to 3.0 -feet, underlain by light brown to tan caliche to a maximum depth explored of 7.5 -feet. No bedrock or groundwater was encountered. ' Caria Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #2 consisted of dark brown topsoil to 2.5 -feet, underlain by Tight brown to tan caliche to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3 -feet below grade in the "caliche" horizon. Soil structure grade below 3.0 -feet was moderate. The soil formed a ball and a ribbon approximately 1 - inch in length before breaking. Soil structure shape was granular and consistence was loose. Soil texture was both more smooth than gritty. STA sizing is based on Soil Type 2 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. Backfill er- Sieved sample Backfill view of approx. STA DESIGN SPECIFICATIONS Page 3 Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4'h Bedroom) + 150 GPD (1 - Bedroom ADU) = 675 GPD LTAR = 0.6 GPD/SF 675 GPD / 0.6 GPD/SF x 0.8 (pressure dosed trenches) x 0.7 (chambers) = 630 SF The OWTS design is based on 4 -bedrooms in the main house and 1 -bedroom in a future, detached ADU. An average daily wastewater flow of 675 GPD will be used. The sewer line exiting the residences must have a double -sweep clean out and a minimum 2% grade to the septic tank. The exact location of the future ADU has not been identified. The septic tank should be located at a low enough elevation to accommodate both residences. The septic tank may be buried up to 4 -feet below grade to the top of the tank. Positioning of the ADU may have to be at a higher elevation than depicted on the site plan, or an additional septic tank and pump can be utilized for plumbing in the future ADU. Page 4 The installation must include a 2000 -gallon, two-compartment septic tank with an Orenco® ProPak pumping system and PF3005 pump in the second compartment of the septic tank. The floats must be set to dose approximately 85 gallons each pump cycle, allowing for approximately 30 gallons of drain back into the pump chamber after each pump cycle. Risers must be installed on the septic tank to bring access to grade. Handle extensions on both the effluent filter and float tree must be installed if the riser height exceeds 1 -foot. The control panel must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista perform start up on the pumping system. A 1.5 -inch diameter Schedule 40 pump line must be installed from the pump to an Orenco® automatic distributing valve (ADV), model 6605. This pump line must have a minimum 1% grade for proper drain back into the tank after each pump cycle. The ADV must be placed a high point in the system and be placed in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes existing the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through 1.5 -inch diameter pipes to five trenches, each with 11 'Quick 4' Low Profile Infiltrator® chambers, for a total of 55 chambers and 660 square feet of infiltrative area. There must be at least 6 -feet of undisturbed soil between each trench. Effluent will be pressure dosed to 1.5 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32 -inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. Orenco® Orifice Shields may be placed under each downward -facing orifice. The orifices must be placed 3 -feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. Page 5 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 ea,t, (ck Os -4v,,8 Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, Pump Selection for a Pressurized System - Single Family Residence Project Ehlers Residence/TBD Mitchell Creek Road Parameters DiscrergeAsseitlyS¢a 125 inches TranspatLaghBefae\Ave 275 fed TraspatPipeClass 40 TraspatLine°I7P 1.50 irtchcs DistribUingVdveM odd 6305 Tra-sportLenghAltr Valve 20 feet TrarspatPipe Class 40 TraspatP¢teSe 1.50 inches Max BeraicnLift 45 fed MartifddLergit 0 fed MarrfddPipe Class 40 MarfddRpeSize 1.50 itches N umber cfLatrds per Cell 5 LaddLenjh 44 feet Ladd Pipe Class 40 LdadPipe Size 1.53 inches Orifice Size 532 irides OrificeSpaartg 2 feet Residual Head 5 feet FIoNMetr Nate iid� 'Add-crtFricion Losses 0 tet Calculations MirimunFlavRatzper Orifice Q68 gpm Ntither daticesper Zme 23 Tod FloNRatrper Zone 156 gam Ninter dLatraLspaZate 1 % Flan DifkrerflallsiLastOrifice 23 % Traspat\Madly BefaeValve 25 fps TrespatValockrAferValve 25 fps Frictional Head Losses IrrsfrcujiDisdiarge 1.7 feet Loss inTrarspatBefaeValve 4.3 feet I rpstrougWate 5.5 feet LossinTraspatalter dve 03 feet ImsinMaifdd Q0 feet Loss inLderds 03 feet Loss tlra.jtFlonmeha 0.0 feet 'Acickd Fridart Losses 0.0 feet Pipe Volumes VdofTraspatLineBefaeVdve 29.1 VdofTrarspatLineAha dye 21 Vd drvlattfdd Q0 Vd ofLalerals perZate 47 Told Vd BetaeVafve 29.1 Tda VdAttr\dve 6.8 Minimum Pump Requirements gds gals gds gds 9 Total Dynamic Head, TDH (Feet) 300 250 rPF30501 200t 150 100 50 .f 00 PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005 H H and EfluentPurp 30GPM,12HP 1151233V 10 601z200V 30601-1z PF 3037 H igtt H wet Efluent Purp 30GPM, 314HP 230V 1060Hz,203463V3060Hz Desi iFlooRate 156 gpm Tod DyrarrcHeed 622 feet PF3010HOHeedEfluertPurp 30 GPM, 1HP 233V 106CHz,200460V 30 60H bleb o Orenco Systems' Incorporated a tiviv rhe Wry the Work' DoerW tewaui PF3015 H, H ead EfluertPurp 30GPM, 1-12- P 230V1060Hz, 200230(403V30 COHz Legend 30 35 System Cuve PurtpCuve Rap Optima Rage OperairgPdnt DesigiPdrt O 40 i Irl OTE: SEPTIC TANK LOCATION TO BE DETERMINED BY ELEVATION OF SEWER LINES NOW 40, Eicfkiwbl nrk N, .1NY 1 -BEDROOM FUTURE, ADU Lot 1 6.58 Acres 3/ 239. 644 ,..r.. 461.t, 1k, 1'101 DRAWINGS MUST BE USED IN CONJUNCTION WITH OWTS DESIGN LETTER DATED 09/23/18 AfIYl6 Bl" 4-BEDROOMII RESIDENCE 6. A w.n N 0' 75' 50' Scale: 1" m 50'=0" m p IN 50'1-0 SEPTIC TANK AND,.:100' TO STA erg TP2 C yY� rrau Mpprnxlmnlr I..rmien.I °SITE PLAN S 89"51'00" W 243.98' `'... o Rcb.r 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Ehlers Residence TBD Mitchell Creek Road Garfield County, Colorado Project Number: C1408 Date: 09/23/18 Designed By: CBO Reviewed By: RHP Drawn By: DN W1.0 Sheet 1 o' 4 N 0 10' 20' Scale: 1" = 20'=0" a'1; 2000 -GALLON, TWO -COMP. 'VALLEY PRECAST, CONCRETE SEPTIC TANK W/'ORENCO' PRO PAK PUMP SYSTEM • 4" DIA SDR 36 Bhi.WkN, LINE WI I H DOUBLE -SWEEP CLEANOUT (MIN. 2% SLOPE TO TANK) • APPROX. SURFACE ELEVATION 6278 APPROX.�' FLOOR ELEVATION 6286 co /c5NY 1 DRAWINGS MUST BE USED IN ANJUNCTION WITH OWTS 0 SIGN LETTER DATED 07/01/15 ALL SERVICE'' n n n • n n n u n n U i V U U 1u1 W p u so. • 0�0o o° 0 41 r7 1 5" DIA SCH-40 PVC PUMP LINE FROM PUMP CHAMBER TO ADV (MIN. 1% FOR DRAIN BACK) FLUSHING ASSEMBLY AT END OF EACH LATERAL INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH ADV MODEL 6605 AT HIGH POINT, ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PVC SUSPENDED LATERALS WITH 5/32" DIA ORIFICES, FACING UP 3' O.C. FIRST AND LAST ORIFICES FACE DOWN WITH AN ORIFICE SHIELD FOR DRAINAGE 'QUICK -4' LOW PROFILE CHAMBER TRENCHES. 5 ROWS OF 11 CHAMBERS = 55 CHAMBERS = 660 SF PROPOSED OWTS - 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allservicesepk.com Ehlers Residence TBD Mitchell Creek Road Garfield County, Colorado Project Number: C1408 Date: 09/23/18 Designed By: CI30 Reviewed By: RI -IP Drawn By: DN W2.0 Sheet 2 of 4 5 ROWS OF 11 QUICK -4 LOW 4" DIA SDR -35 INSPECTION PROFILE CHAMBERS PORT AT AT BEGINNING AND END OF EACH TRENCH Y oc ^ PARTIAL STA PLAN OT sewE SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE FINISHED GRADE 4" DIA SDR -35 SEWER LINE -0 TANK TO HOUSE (1 CLEANOUT DETAIL NOT TO SCALS 30" DIAMETER PVC RISER (INSULATED 15 DIA SCH-40 PVC PUMP LINE FROM TANK (MIN. 1% DRAIN BACK TO TANK) ADV MODEL 6605 AT HIGH POINT, ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PVC PUMP LINE TO EACH TRENCH PUMP LINES TO OTHER TRENCHES 1.5' DIA SCH-40 PVC SUSPENDED LATERAL W/ 5132" ORIFICES FACING UP, 2' 0,C. FIRST AND LAST ORIFICES FACE DOWN WITH AN ORIFICE SHIELD FOR DRAINAGE 12" MIN �1�11 tllll�lli FROM EFFLUENT '1 PUMPING SYSTEM O ADV DETAIL 4" DIA SDR -35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH MIND =j 4' MAX FLUSHING VALVE AT END OF EACH ROW 0/r ^QUICK:@' PLUS STANDARD LOW PROFILE CHAMBER • TRENCH EX GRADE 11 gir- Ilr_ f•1 `'3 1.5" DIA SCH40 PVC r+ Irl fi4� SUSPENDED LATERAL W/ 5(32" ORIFICES FACING UP, 2' 0 C NOTE: MAINTAIN SHALLOW INSTALLATION BY FOLLOWING CONTOURS AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 1.5" DIA SCH-40 PVC INLET AND OUTLETS NOT TO SCALE 6' MIN. STA SECTION Mar IT oc.'.[ COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE SCARIFY SURFACE, TRENCHES MUST BE LEVEL SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTAGH CAP OR THREADED CLEANOUT ASSEMBLY s- PVC PIPE CUT TO FIT n INSPECTION PORT DETAIL 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Ehlers Residence TBD Mitchell Creek Road Garfield County, Colorado Project Number: C1408 Date: 09/23/18 Designed By: CBO Reviewed By: RHP Drawn By: DN W3.0 Sheet 3 of 4 DESIGN 4 -BEDROOM RESIDENCE + FUTURE 1 -BEDROOM ADU 75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GAL (4th BEDROOM) = 525 GAL/DAY + 1 BEDROOM ADU (150 GPD) = 675 GPD WASTEWATER FLOW = 675 GPD TANK: MIN. 1750 GALLONS USE 2000 -GALLON, TWO-COMPARTMENT CONCRETE VALLEY PRECAST SEPTIC TANK WITH ORENCO PUMPING SYSTEM IN SECOND COMPARTMENT SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR:I = 0.6 GAU SQ FT CALCULATED STA = Q/LTAR = 675 GPD 10,6 GAUSF = 1125 SF PRESSURE DOSED, TRENCHES = 1125 SF X 0.8 = 900 SF CHAMBERS = 900 SF X 0.7 = 630 SF / 12 SF / CHAMBER = 53 CHAMBERS FIVE GRAVELLESS CHAMBER TRENCHES 11 LOW PROFILE 'QUICK 4' INFILTRATOR CHAMBERS IN EACH TRENCH TOTAL 55 'QUICK 4' CHAMBERS — 0 — - 1 — 2 — 3 w — 4 w U- - 5 a_ w — 6 — 7 — - 8 — 9 — 10 SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 DARK BROWN TOPSOIL TAN 'CALICHE NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION O SOIL LOGS PICT TO SCALE DARK BROWN TOPSOIL TAN 'CALICHE' INSTALL FLUSHING VALVE ECCENTRIC TO CENTER OF VALVE BOX 0 FLUSHING ASSEMBLY lJ .a ro sk.T ORIFICES FACE UP, SUSPENDED UNDER CHAMBERS EXCEPT FIRST, MIDDLE AND LAST ORIFICE FACE DOWN FOR DRAINAGE PLACE ORIFICE SHIELDS UNDER ALL DOWNWARD FACING ORIFICES LEGEND pq topsoil ISI caliche 2' 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 SCH-40 PVC LONG SWEEP 90° ELBOW LOW PROFILE CHAMBER END CAP 1 5" DIA SCH-40 PVC SUSPENDED LATERAL SUGGESTED ORIFICE GRID BEGIN ORIFICES INSIDE THE FIRST CHAMBER. DO NOT EXTEND ORIFICES INTO END CAPS 2' 0 ORIFICE GRID nai null ALL At, sFnia 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Ehlers Residence TBD Mitchell Creek Road Garfield County, Colorado Project Number: C1408 Date: 09/23/18 Designed By: CBO Reviewed By: RHP Drawn By: DN W4.0 Sheet 4 of 4 2000 Gallon Top Seam - 2CP ODvT-2CP-HH with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 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 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 • Control Panel to be mounted in sight line of tank • 4' Maximum bury depth Ftexl Boat 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" 7 • c 162" 1Y TANK ID 20" Clear Access fl Butyl Rubber Sealant Risers to Grade Waite Panel I• 1• T • Top View 24" Minimum Riser Height Quids iaconnect " 51 iu :4 • *Service contracts available for maintenance* 157" Valve /Aftemate Riser Hel»ht 7" 54' Section View Pump: • Lowers TSS and Improves effluent quality to field • Complete bistalladon (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight Min. 15' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet Total Lid Tank Total 56" below inlet 56" 54"or73" 162" 78" 92" 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs 21150 lbs W'VALLEY PRECAST, Inc. Buena Vista, Colorado Phone: 719-395-6794 Fax: 719-395-3727 Website: www.valleyprecastcom Email: frontdesk c©vallayprecastcom Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating 2" of Insulation Standard Orenco ® DuraFibeP'' Access Lids (FLD) Not recommended for vehicular traffic 24" and 30" Diameters • Solid, resin -infused fiberglass construction • 20,000 -Ib breaking strength • Standard green or brown colors • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex key wrench • Insulated lids available - 2" or 4" Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +1- 2" increments • Must be cut between ribs Water & (719) 3954764 28005 Co. Rd. 317 Wastewater P.O. Box 925 lirVALLEY •systems Fax:(719)395-3727 Buena CO81211 Produ�sWebsite: www.vallaypre�st.00m p E�sA ST,Inc. C. •Service mall: frontdesk@valleymeast.com Orenco® Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float External splice box (Optional; internal splice box conies standard.) Control panel Riser lid (not included) .1 - — Riser (not included) Discharge assembly bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (1 00 -mm) turbine effluent pump Biotube=' filter cartridge Pump liquid end Pump motor Biotube® 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 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 Standard options Blank — 57 -in. (1448 -nim) vault height, inlemal splice box, staudaid discharge asseuilly 68 = 68 -in. (1727 -mm) vaull height SX = external splice box DJ = cold weather discharge assembly DB = di ainhack discharge assembly D - cam lock MPJ = non -mercury float Control panel application: 00 = demand -dosing ISA - timed -dosing, analog timer T0D = timed dosing, digital limes, elapsed lime meter& countess Pump flow rate, nominal. 20 = 20 gpm (1.3 Usee) 30 - 30 gprn (1,0 L'sec) (30 = 50 gpm (3.2 L/sec) 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, © 08/14 Page 1 of 4 Orenco® ProPakTM Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height B - Vault diameter 5/ (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 ■ E C E i —A- 00 1'4-- • ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Handle assembly Polyurethane 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 ft' (0.4 m2) Total filter surface area 14.5 ftp (1.35 m') Maximum flovv rate '0.062 -in. (1.6 -win) filler mesh available t 140 gpm (8.8 Usec) h,0 7 B� Biotube° filter cartridge (shown with float switch assembly) NTD -BPP -1 Rev. 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 4 -in. (100 -mm) Turbine Effluent Pumps 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 [0 [lie 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 Weight gpm (Usec) in. (mm) Ib (kg) Discharge Impellers in., nominal' 20 (1.3) 22.5 (572) 26 (11) 1.25 30 (1.9) 21.3 (541) 25 (11) 1.25 50 (3.2) 20,3 (516) 27 (12) 2,00 4 3 2 Performance 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 Orenco-' discharge hose and valve assemblies. Consult your Orenco Distributor 51)051 fittings to connect discharge assemblies to metric -sized piping. Minimum I!gwd level is for single pumps when installed in an Oronco Biotube` ProPakru Pump Vault. Pump Curves 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 .,e 120 cz 100 t 80 RI 60 c 40 20 Flow in liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 30 24 18 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, © 08/14 Page 3 of 4 Orenco® 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 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 ti RANT 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 B - Width 11.5 (290) 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings Dual -mode 1 a. Analog timer (not shown) 120 V, 3/4 hp (0.56 kVV), 14 A, single phase, 60 Hz Programmable for tinted- 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 inm), 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 No 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.conl 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 us LR8098O LR2053896 Discharge Connection Bypass Orifice Suction Connection Powi'red oy 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 1B -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 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 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 Nol applicable (or 5 -hp (5.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF ] - Cord length, ft (m):= Blank = 10 (3) 20 = 20 r.6) 30 = 30 (9) 50 = 50 151 Voltage. nameplate: 1 = 115" 200 = 200 2 = 230 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Hoisepower (kw): 03 = 'h hp (0.25) 07 = 34 hp (0.56) 15 = 1-ui- 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 10 20 50 = h hp (0.37) = 1 hp (0.75) = 2 hp (1.50) = 5 hp 13.73) Pump, PF Series' 16 -hp (0.37kW) only "220 volts for 50 Hz pumps -Note: 20 -foot cords are available only tor single-phase pumps through 1-h 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® Specifications, 60 Hz,,, ,_ E e �� E cc •c, a) m ID -CT1 m a m R T L E a1 E C 'viEn tt �� cya E .c, inn n ya c p 2`e, aL. z i a Cl m E t= CCI . Pump Model PF100511 10 (0.6) 0.50 (.,.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 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 P610053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 1/ in. GFP 23.0 (660) 16 (406) 26 (12) 300 661007121.5 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 -1' 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 lc' 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/a in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 " 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 a" 7,8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 64 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 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 ",8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 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 1/4 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 '/ 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 14 in. GFP 22.3 (565) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 1/ 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 1/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 6620101211,5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 1/ 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 '/a in. GFP 27.8 (706) 20 (508) 33 (15) 300 P6201512'•5 20 (1.3) 1,50 (1.11) 1 230 240 12.4 12.6 9 1 - in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4-" 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 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 1/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 66300512 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 1/ in, GFP 21.3 (541) 20 (508) 25 (11) 300 P6300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 1/ 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/ in. GFP 24,6 (625) 21 (533) 30 (14) 300 PF301012 -' 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 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 1/ in. GFP 26.4 (671) 22 (559) 33 (15) 300 P6301512 4,' 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" 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 1/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 1," 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 '/ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 e 7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 1/1 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 1 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-i-7•8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 Y4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5 " 30 (1.9) 3.00 (2,23) 3 230 240 10,0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5 " 7 6 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 1/a in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5.8 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 1/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 56.8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 1/4 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 Rated cycles/day NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 o16 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com nical Data Sheet Specifications, 60 Hz (continued) Pump Model 61 = N a & ca z> Actual voltage O C a E n [C Length, in. (mm) Orenco® cu 70 c E C a a7 Rated cycles/day PF500734 PF501012 PF50103200 PF501034 PF5015124 PF501532004 PF503012 PF50303200 4 5 8 PF503034 PF505012��'e PF505032 ' a 'PF751012 PF751512 50(12) 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 1 230 480 240 208 480 240 208 240 208 480 240 240 240 240 1.8 10.1 5.7 2.2 12.5 7,0 17.7 13.1 5.3 26.2 16.5 9.9 12.1 1.8 3 10.1 4 5.7 4 2.2 4 12.6 5 7.0 5 17.7 8 13.1 8 5.3 8 26.4 13 16.5 13 10.0 3 12.3 4 2 in. SS 2 in. SS 2 in. SS 2 in, SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 34.8 (884) 27.0 (686) 26.4 (671) 26.4 (671) 32.5 (826) 29.3 (744) 43.0 (1092) 43.4 (1102) 40.0 (1016) 65.4 0661) 59.3 (1506) 27.0 (686) 33.4 (848) 25 (635) 31 (14) 300 26 (660) 35 (16) 100 26 (660) 39 (18) 300 26 (660) 39 (18) 300 30 (762) 41 (19) 100 26 (660) 35 (16) 300 37 (940) 55 (25) 100 30 (762) 55 (25) 300 31 (787) 55 (25) 300 55 (1397) 64 (29) 300 49 (1245) 64 (29) 300 27 (686) 34 (15) 100 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 PF100752 PF101552 `.6 PF300552 PF300752 PF301052 PF301552 PF500552 PF500752 PF501052 PF501552 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) 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) PF751052 75 (3.2) 1.00 (0.75) 1 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 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 6.2 9 11.4 18 4.1 4 6.1 5 7.4 7 9,3 8 4.0 2 6,4 3 7.4 4 9.1 5 7.3 4 1 '/ in. GFP 1 1/4 in. GFP 1'/a in. SS 1 1/4 in. GFP 1 '/4 in. GFP 1 '/4 in. GFP 1 '/- in. GFP 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in, SS 23.0 (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 sten. The 1 ;;-iru NPT GFP discharge is 2 78 in. oclagonal acr 2 -in, NPT SS discharge is 2 78 in, hexagonal across flats, Discharge is female NPT threaded, U.S. nominal size, Distributor about fillings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level Is fa'single pumps 10/16/1 installed in an Orenco Biolober Pump Vault or Universal Flow Induce/. In other applications, minimum liquid level should he top of porno. Consult Orenco for more information; ass Mals: the 1 1a -in,. NPT SS discharge is 2 1.8 in, oclagonal across llals; and the m accommodate Orenco;( discharge hose and valve assemblies. Consult your Orenco 3 Weight includes carton and 10 -ft (3-1n) cord. 4 Nigh -pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for These pumps, Contac! Orenco.. 7 Capacitor pack (sold separately or installed in a custom canlrol panel) required for this pomp. Contact Orenco, 8 Torque locks are available for all pumps, and are supplied 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-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Orenco® Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers C,e,lcon® 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 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. How 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 e 600 0 500 n) • 400 E 300 200 .12 100 i I 1 i I PF10 Series, 60 Hz, 0.5 - 2.0 hp iPF10?0 •..� inim1 PF14307 •.. ���" PF1005 .. ':� _� — -' \\ "`- PF1005-FC w/ Yellow ' controller i n 4 6 8 10 12 14 1 Flow in gallons per minute (gpm) 160 140 m qa ▪ 120 C:3 ✓ 80 60 • 40 20 PF15 Series, 60 Hz, 0.3 hp rPF1503. 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD-PU-PF-1 Rev. 2.2, © 09114 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Total dynamic head (TDH) in feet N N CO W - 01 O 01 O CTI O 01 O O O O O O O O O O 0 O 0 0 A 0 O O 0 0 0 Total dynamic head (TDH) in feet ? N N W W Cn 01 O Cn O Cn O 01 O O O O O O O O O Total dynamic head (TDH) in feet N W A 01 6) V CO CD O O O O O O O O O O O O O 0 0 0 0 V O xLN T T ;: Icn v .--7-14--::—.E S LJ f.. K ' r •V N 7 • PF50 Series, I Ii I 1 1 1 1 PF75 Series, 60 Hz, 1.0 - 1.5 hp 1 I t I I I oH CD 1111/ cm 0 mi 0- 0 a Total dynamic head (TDH) in feet N W A 01 6) V CO CD O O O O O O O O O O O O O 0 0 0 0 Flow in gallons per minute (gpm) O 01 0 01 0 O 01 O O 01 O xLN i fi ;: Icn v f.. N 1 1 1 1 PF75 Series, 60 Hz, 1.0 - 1.5 hp 1 I t I I I oH CD fn 03O cm 0 mi Flow in gallons per minute (gpm) O 01 0 01 0 O 01 O O 01 Total dynamic head (TDH) in feet 1,3 O O O O W 0 O O A 01 0) V CO CD O O O O O O 0J L J Y LJ 01 2 N O/� /ii CD CA 0 CD O 0 O xLN sN O 'o ;: Icn 1 N oH CD fn 03O cm 0 mi Total dynamic head (TDH) in feet 1,3 O O O O W 0 O O A 01 0) V CO CD O O O O O O 0J L J Y LJ 01 2 N O/� /ii CD CA 0 CD O 0 woaroau8Jo•MMM • 6bbb-6917-'VS • E486 -817E-008 • VSH 6LbL6110 '14101 rls "env deMny 1718 `'001®sw8;sRs 0000.10 9 80 9 06ed 41160 ©'Z'Z 'Aad 1-dd-Od-OlN (oasf1 puoaas .rad Saam u! 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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 ©. 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 (gpml V4400A HL = 0.085 x Q1.45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e 0.06Q) 15 - 70 V6600A HL0.0049xQ2+5.5x(1-e0.1Q) 15-70 Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 V6600A V4600A V4400A 5 10 15 20 25 30 35 40 45 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves V6400A 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. Orcnco 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. 12, © 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. L._ Dosing Tank Distributing Valve Assembly Discharge Lacerate Transport Line 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. Pressure Release Line if h>2.-0" 1 Dosing Tank Transport Line .4\\\—C:Fieck Valves if h>2-0" Discharge Laterals ••• • Distribullfig 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. distributing valve union clear pipe ball valve elbow - -- elbows Bottom View Specifications Side View General 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 ❑❑ ED A Indicates assembly Number of active outlets Model scrics: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 scrics (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 Distributing Valves (continued) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 0 V6600A V6400A 0 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 1.25 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 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 ON EITHER SIDE) QUICK4 PLUS .STANDARD LP CHAMBER 34" 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) 34" S IABILIZE 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 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 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 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 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: INFILTRATOR® 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: 4,759561; 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, and Guick4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. © 2009 Infiltrator Systems Inc. All rights reserved. Printed in U.S.A. PLUS030709AG-O TOP VIEW SIDE VIEW 48" (EFFECTIVE LENGTH) 1 *ALL VIEWS = INSTALLED LENGTHS INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD LOW PROFILE CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) INSPECTION PORT END VIEW QUICK4 PLUS ALL -IN -ONE END CAP 3.3" INVERT -1-'18" -\\ I QUICK4 PLUS END CAP 8" 3.3" INVERT 18" -� 34" 8" —rr 10.4" EFFECTIVE LENGTH* 13.3" EFFECTIVE LENGTH* 4.5" EFFECTIVE LENGTH" 0c a 6" INFILTRATOR INFILTRATOR SYSTEMS INC. 4 Business Park Rd. Old Saybrook, CT 06475 (600) 221-4436 QUICK4 PLUS STANDARD LOW PROFILE CHAMBER PRODUCT SPECIFICATION Orawnby: EMB 'Date: 07/24/2013 Scale: NOT TO scaLe Checked by: DFH Sheet: 1 of 1 Quick4® Plus Standard Low Profile Chambers Pressure Distribution Systems Installation Instructions 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 when 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 backf ill. 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 the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A) Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. '(,fiiirik�•Vp�us Place end cap over inlet end. row Secure pressure pipe. 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 as required by local code. Lateral pipe through end cap. Failure to comply with these installation instructions may invalidate the warranty. Contact Infiltrator Systems' Technical Services Department for assistance at 600-221-4436. Orenco l'iTlfreir. 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. 4 Orifice shield installed on lateral pipe, standard configuration Shield Orifice R E Cutaway view, standard configuration 1 Orifice Shield 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, 0S100, 0S125, 0S150, 0S200 Product Code Diagram os 1 Lateral pipe size, nominak 075 = 0.75 in. (20 mm) 100= 1.00in.(25mm) 125 = 1.25 in. (32 mm) 150 = 1.50 In. (40 mm) 200 = 2.00 in. (50 inm) Orifice shield Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield 0.D. in. (mm) Lateral pipe O.D. in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1,315 (33) 0S125 3.5 (89) 1.66 (42) 08150 4.5 (114) 1.90 (48) 0S200 4.5 (114) 2.375 (60) Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.conl NTD -SF -OS -1 Rev. 1.1, © 09/14 Page 1 of 1 Item# SEK- arenmo® Flushing Assemblies Vi VALLEY PRECAST, inc. Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: • 1" diameter • 1.25" diameter • 1.5" diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7 -in. diameter round enclosure Note: Kits include VB7 valve box enclosure. Water & Wastewater o Systems o Products ■ Service 0151 (719) 395-6764 28005 County Road 317 P.O. Box 925 Fax: (719) 395-3727 Buena Vista, CO 81211 Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com