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HomeMy WebLinkAboutOWTS Design Packet 10.11.201733 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 SIHYICE" ALL e pts October 11, 2017 Kevin Herrman kherrman@advantagebuildersco.com Subsurface Investigation and Onsite Wastewater Treatment System Design 2 -Bedroom Residence 700 Deer Run Trail Garfield County, Colorado Kevin, Project No. C1115 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 8.028 -acre property is located outside of Rifle, in an area where OWTSs and wells are necessary. Legal Description: Section: 2 Township: 6 Range: 93 TRACT 2 - PER THE SECOND AMENDED TAMBURELLO NORTH EXEMPTION RECEPTION # 869016. Parcel ID: 2177-021-00-539 SITE CONDITIONS The property is currently undeveloped, with the exception of a large shop building. A 2 -bedroom residence is proposed. There is a private well located on the adjacent property which fills a cistern located approximately 60 -feet to the northeast of the exiting shop building. The cistern will be located greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed soil treatment area (STA). The proposed STA location paralleling the road is relatively flat. The site slopes slightly to the southeast before dropping steeply to the south of the house location. SUBSURFACE The subsurface was investigated on December 14, 2014 by digging three soil profile test pit excavations (Test Pits). ALL SERVICE septic's report dated December 14, 2014 is enclosed. Backhoe refusal was encountered at shallow depths. Test Pit #1 was successfully excavated to 4 -feet. We recommend the proposed STA be placed in the area of the Test Pit #1 and a large machine be used to dig the over -excavation. If refusal is encountered prior to the maximum depth of the over -excavation outlined in this design, mounding may be necessary to achieve the minimum required sand filter depth of 3 -feet. STA sizing is based on an unlined sand filter with a base soil of Loamy Sand and encountering bedrock. A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Page 2 DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR = 1.0 GPD/SF (unlined sand filter) 300 GPD / 1.0 GPD/SF = 300 SF The OWTS design is based on 2 -bedrooms. An average daily wastewater flow of 300 GPD will be used. The system installation will include a 1250 -gallon, two-compartment concrete septic tank with an Orenco® ProPak and PF3005 pump. The pump floats should be set to dose approximately 70 gallons per dose. The control panel must be placed within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. PVC risers must be installed on the tank to bring access to grade. Enclosed specifications detail the riser, lids, and tank adapter. Handle extensions on both the effluent filter and float tree must be installed if the riser height exceeds 1 -foot. Effluent will be pumped through a 1.5 -inch diameter Schedule 40 discharge pipe to a pressurized, over - excavated 10.5' x 29' unlined sand filter bed with a minimum of 2 -feet of ASTM C33 concrete sand. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Two rows of 7 Eljen® A42 modules will be placed on top of the sand filter and connected with level 1.5 - inch diameter manifolds. There must be 2.5 -feet of separation between the side edges of the beds and modules, and 1.5 -feet of separation between the modules. Effluent will be pressurized through 1.5 -inch laterals, with 5/32 -inch orifices facing UP (12 -o'clock) with the first and last holes facing DOWN (6 - o'clock) for drainage, 2 -feet on center. Laterals are placed inside 4 -inch diameter perforated SDR 35 pipe (with holes at 4 and 8 o'clock), per Eljen® specifications. Each 1.5 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. These may be cut to grade and covered with a valve box for access. Inspection ports must be placed in the sand filter material at the corners of each bed and also may be cut to grade and covered with a valve box for access. If mounding is required, there must be a minimum of 1 -foot of cover over the Eljen® A42 modules. Mounding must have a minimum 3:1 (horizontal:vertical) slope from the top of the mound to the toe of the slope. 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 3 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 604A Co_ Ov-iluki_s Carla Ostberg, MPH, REHS Reviewed By: Page 4 ALL SfflYICE 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 December 15, 2014 Steve Carter Broker, ABR RE/MAX Country stevecarter@sopris.net Project No. C1115 Subsurface Investigation for future Onsite Wastewater Treatment System (OWTS) TBD Deer Run Trail Garfield County, Colorado Steve, ALL SERVICE septic, LLC performed a subsurface investigation on the subject property. The property is located outside of Rifle, Colorado, in an area where onsite wastewater treatment systems (OWTSs) are necessary. An Improvement Location Certificate describing the property is enclosed. SITE CONDITIONS The property is currently undeveloped. The lot slopes to the west and is vegetated with native grasses and sage. The southern portion of the property is a ledge that drops steeply to the south. SUBSURFACE The subsurface was investigated on December 15, 2014 by digging three soil profile test pit excavations (Test Pits) and making a visual and tactile analysis of the soils in Test Pit #1 approximately 2 -feet below grade. Methods used to investigate the soils are in accordance with Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. The materials encountered in the Test Pit #1 consisted of 6 -inches of dark brown topsoil, underlain by platy, fractured bedrock to 18 -inches, underlain by moist, brown/grey/white loamy sand with prismatic structure shape, moderate structure grade, and firm consistence to 48 -inches. Backhoe refusal due to bedrock was encountered at 4 -feet. The materials encountered in Test Pit #2 consisted of fractured bedrock with backhoe refusal at 18 - inches. The materials encountered in Test Pit #3 consisted of fractured bedrock with backhoe refusal at 24 - inches. Test Pit locations are noted on the Google Earth Map. Test Pit #1 (P1), Test Pit #2 (P2), and Test Pit #3 (P3) are labeled as approximate locations. Due to shallow bedrock depths, pits were not prepared for percolation tests. Soil conditions on the property will require an OWTS design prepared by a professional engineer. Test Pit #1 View of site, looking west Page 2 4 -foot profile pit Sieved soil from 2 -feet below grade 18 -inches to backhoe refusal — fractured bedrock Test Pit #3 24 -inches to backhoe refusal - fractured bedrock Please call with questions. Sincerely, ALL SERVICE septic, LLC 600-1, OV -6f -A-8 Carla Ostberg, MPH, REHS View of site looking north / site on top of cliff ledge Reviewed By: Page 3 Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services and/or goods which are the subject of the contract in connection with which the liability arises. Deer euri Tax r E lz r CO Go._g:earth pi:5rt4 LIS" Pz i g'' 2'4" b.cL k% rC 5 (xi feet meters 100 600 (P1' 4561 -Fackireci bcCro - [$ -14g bar/c6 cpm( /au e k -my sctiAti LINE BEARING DISTANCE 1.1 N 17"3(1'52"E 80,84' L2 N 00'30'72." W 24608' L3 N 87"/ 0'39" E 117.42' L4 N 69'35'17' W 9857' 8.5 S 2.8'55'59" E 75.61' 86 S 44`25'.33" W 185.46' L7 S 78'21'18" W 109.97 Metal 7 -Post with PVC Pipe Bears 539'33'11"E 5.0 feet front point for comer East Center 1/16 Corner Section 2 /vionurnent Not Found -T x 4 S 89°35'40" W `. 7.3.82' 1 \n .c`'°' 1 Rebar and Cap 20.0' ' LS No. 36572 528'a, j 1 1- yrr atsTt� e Ease � / / / / / 1,7 _---f utilityr /--- -- / 'I/ / / ---- 25.0' / / r / / it / /rr / / r/cb / / / / // 4°038'vl Existing Gravel Road / / r 1 / Cr r / ' I / \Y 1 60.0' Access 81 Utility 1 Easement 60.0' Access &Utility / Easement I / / I x Fence Tract 2 8.028Ac± Building Eaveiope L3 Telephone Pedestal & Electric TYansfal7ner J Rebar and Cap LS No. 36572 AI Z0.00.00 N ?.t <` J PROPERTY DESCRIPTION TRACT 2 (AMENDED) SCALE: r- 100' A TRACT OF LAND SITUATE IN THE 5E1/4NEI/ 4 SECTION 2, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6771 PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE EAST QUARTER CORNER SAID SECTION 2, AN ALUMINUM CAP 8.5 NO. 10871 125 PLACE; THENCE 389°3143'W ALONG THE SOV'I'HF I.LYLINE OF SAID SE1/4NEI/4 A DISTANCE OF 734.45 FEET ID A RE3AR AND CAPL.S. NO. 36572 IN PLACE THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE 889°31'43"W 585.06 FEET TO THE EAST CENTER I/ 16 CORNER SAID SECTION 2, AN ALUMINUM CAP L.S. NO. 15710 IN PLACE; THENCE N00'29'121W ALONG THE WESTERLY LINE OF SAID SEI /4NEI /4 A DISTANCE OF 521.25 FEET TO A REBAR AND CAP L.S. NO. 31143 IN PLACE; THENCE LEAVING SAID WESTERLY LINE N74 °37$8"E 525.83 FEET TO A REBAR AND CAP L.S. NO. 31143 IN PLACE; THENCE N89°3540'E 73.82 FEET TO A REI3AR AND CAP L.S. 250.36572 IN PLACE; THENCE S00°30'02"E 657.16 FEET TO THE TRUE POINT OF BEGINNING, SAID TRACT OF LAND CONTAINING 8.028 ACRES MORE OR LESS SUBJECT TO AND TOGETHER WITHA 60 FOOT WIDE ACCESS AND UTILITY EASEMENT FROM COUNTY ROAD 250.210 ACROSS THE NI/2531/ 4 OF SECTION 2 AND ACROSS TRACT 1 AND TRACT 2 OF THE TAMBURE'LLO NORTH EXEMPTION AS SHOWN HEREON. TRACT 2 (AMENDED) A5 SHOWN ON THE TAMI3URELLO NORTH EXEMPTION AMENDED PAT RECORDED MAY 17, 2007 A3 RECEPTION NO. 723559 IMPROVEMENT LOCATION CERTIFICATE J HEREBY CERTIFY THA7 THUS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED 13) FOR COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC, THAT IT IS NOTA LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT, AND THAT IT 1S NOT' TO Bit RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. S 89°31'43" W 585.06' 1 FURTHER CERTIFY T'HAT' THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, DECEMBER 5, 2014, EXCEPT UTILITY CONNECTIONS; ARE ENTTR2LY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN THAT THERE ARE NO ENCROACHMEAT IIP0N:; 11E DESCRIBED PREMISES 13Y IMPROVEMENT'S ON ANY ADJOINITYGP .*ASINDIC.ATED, AND THAT THERF.I5 NO APPARENT EVIDENCE �63r,A�4i 1 ENT CROSSING GR 0URDENING ANY PART 07 SAID PARCEL )1 43 NO*. f1. ,ti34 j M1C.:TIAE IJJ sfiNGHORNE C:'9,L(42,41)0 REGISTRATION NO. 36572 RA B sxo 0 6n. rt Y. Md 04'E: 12/9/14 PRC.ceT Na. 14088.02 51+EEr 1 or Pump Selection for a Pressurized System Herrman Residence Parameters Discharge Assembly Size TrarspertLengh TranspertPipe Class TransportUreSize DishibutingValveMcdel Max Elevation Lift Marikid Len* MalifddPiipeClass ManibldPipeSize N umber ofLaterals per Cell Lateral Lengh Loral Pipe Class Lara) Pipe Size Orifice Size Orifice Spadng Residuel Head FloNM r 'Add-on' Friction Lasses Calculations 125 inches 0 fed 40 1.50 inches None -5 feet 35 fed 40 1.50 inches 2 28 fed 40 1.50 inches 532 inches 2 feet 5 fed None inches 0 feet fvtirimun FlowRah per Orifice N urber afO riices per Zone Tod FIcwRahperZone N unterofLahrds per Zone % FIovDifferential 1sttastOrfice Tra sport\docity Frictional Head Losses 068 33 20.3 2 0.7 32 fps Trn 1 ries t rcugh Discharge 1 nes inTranspert 1 neslfrcughVdiie 1 nes in Maribld 1 nes in Laterals 1 nes lfrcugh Flo.' 'Addax' Friction Losses Pipe Volumes 2.9 0.8 0.0 0.0 0.1 0.0 0.0 feet feet feet feet feet feet feet Vd ofTrarsportLine Vd ofMarifdd Vd ofLalerals per Zcne Tod Vdune 32 04 59 95 Minimum Pump Requirements gds gds gds gds Desigl FIcwRate 20.3 Tod Dyneric H earl 3.8 Orenco Systems' Incorporated Changing the Way the Wel Does Wastewater° Total Dynamic Head, TDH (Feet) 300 250 200 150 100 50 - Single Family Residence Project I I PF3 15 1 PF3010 1 pF30071 PF3 05 1 0' 0 PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005H igh Head EfluertPurp feel 30GPM,12H P 115230V 106CHz,200V 3060Hz PF3007 H igh Head EfluentPurp 30GPM,34HP 230V 10 60H z, 200460V 30 628 z PF3010 H igh Head EfluertPurp 30GPM,1HP 230V 10 60H z, 200460\/30 60Hz PF3015H igh Head EfluertPurp 30GPM,1-12HP 230V 10 60H z, 200233,460V 30 60H z Legend 30 35 40 System Cuve: Pump Cuve: Pump Optimal Ra ye: OperaingPdrt Design Point O 1250 Gallon Top 5 .0 Item # Two Compartment 1250T-2CP-HH with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 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 • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 2'-0" 1' — 0" 3' — 0" 2'-0" 3'-0" 3'-0" 4'-0" DRY 4' — 0" 135" Flexible Boot `Service contracts available for maintenance* utyl Rubber Sealant • 19" Wires to Panel. • 130" Top View 24" Minimum Height Ick Disconnect 11 Valve Section View Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiling, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight 13' Long x 7' Wide 56" below inlet Inlet Outlet Length Width Min. Height Inlet Side Outlet Total Lid Tank Total 56" 73" 135" 60" 92" 843 gal 416 ga 1259 gal 3120 lbs 10880 lbs 14200 lbs Water & (719) 3954764 28005 Co. Rd" 317 Wastewater P.O. Bons 92i O VALLEY .• ProdSystemsucts Fax: (719) 395-3727 Buena vim' CO 81211 4 PRECAST, Inc. • Service Website: www"valleyprecastcom Email: frontdesk©valleyprecastcom Orenco® Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float bracket External splice box Optional; internal splice box comes standard.) Control panel Riser lid (not included) — Riser (not included) Discharge assembly Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -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 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly D = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 L/sec) 50 = 50 gpm (3.2 Usec) Biotube® ProPak'" pump vault Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, © 08/14 Page 1 of 4 ProPakTM Pump Vault Materials of Construction Vault body Polyethylene Support pipes 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) E A C V E B • 1 ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube° Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening Total filter flow area 0.125 in. (3 mm)* 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate *0.062 -in. (1.6 -mm) filter mesh available 140 gpm (8.8 t -/sec) g. OC ggg ggg 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 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 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEN 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 1 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 (W) Design Rated Min liquid flow amps cycles/day level, in. (mm) 2 0.5 (0.37) 12.3 300 18 (457) 0.5 (0.37) 11.8 300 20 (508) 0.5 (0.37) 12.1 300 24 (610) ' Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. 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 Orenco Biotube® ProPakTM 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 (gpm or L/sec) 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. 140 120 a p 100 1- a z 80 E 60 40 20 Flow 'n liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 PF 200511 —1PF 300511 ..1 —1 PF 5005111 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° Technical Data Sheet 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 km, 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 0 n 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 la. Analog timer (not shown) 120 V, 3/4 hp (0.56 kV , 14 A, 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) NTD -BPP -1 Rev. 1.2, © 08/14 Page 4 of 4 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco® 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 vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor S4® C US LR80980 LR2053896 Discharge Connection — Bypass Orifice — Suction Connection 0 Powered by Franklin Electric Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 1i8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 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 (6) 30 = 30 (9) 50 = 50 (15) 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 Horsepower (kW): 03 = 1/3 hp (0.25) 07 = 3 hp (0.56) 15 = 1-Y2 hp (1.11) 30 = 3 hp (2.24) Nominal flow, gpm (L/sec): 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 = 12 hp (0.37) 10=1hp(0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Y2 -hp (0.37kw) only *220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-1/2 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 Specifications, 60 Hz Pump Model N cn E iv y «9 ti aQi 3 R o = c V�• N ) R R Ql H R iN N i§- R E ate(R R O S d Z> Q ▪ 0 CO rL Length, in. (mm) Rated cycles/day 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 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 Y4 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 1/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5' 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 '/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5, 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5' 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 14 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5'6'8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5'6'8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 Y4 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 �/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 '/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 '/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 Y4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4, 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 '/4 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 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 I/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4'5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 �/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 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 '/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 Y4 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 I/4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4' 5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 Y4 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 I/4 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 I/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5'6'7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5, 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5' 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 I/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5'6'8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 '/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5'6'7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 Y4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5' 6' 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 �/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5' 6' 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/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 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Specifications, 60 Hz (continued) Pump Model a1 a) ca o 'a c) c -ad a7 N co 7 o � = - - z > Technical Data Sheet a E lC R aa) E Length, in. (mm) Orenco® Rated cydes/day PF500734 50 (3.2) PF501012 50 (3.2) PF50103200 50 (3.2) PF501034 50 (3.2) PF5015124 50 (3.2) PF501532004 50 (3.2) PF503012 4,5,7'8 50 (3.2) PF50303200 4, 5' 8 50 (3.2) PF503034 4'5'8 50 (3.2) PF505012 5,6,7,8 50 (3.2) PF505032 5,6,7,8 50 (3.2) PF751012 75 (4.7) PF751512 75 (4.7) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4' 5 PF101552 5, 6 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 9 18 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 1/4 in. GFP 1 '/4 in. SS 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. GFP 1 1/4 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 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 '14 -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 /-in. NPT 2 -in. NPT SS discharge is 2 7B in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. SS discharge is 2 1B in. octagonal across flats; and the discharge hose and valve assemblies. Consult your Orenco minimum liquid level should be top of pump. Consult 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® 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 kV) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 11 1 1 1 I I I PF10 Series, 60 Hz, 0.5 2.0 hp PF1020' - PF1010. PF1007 PF1005-FC ` w/'/4" flow controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp IW 13 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 60 Hz Models (continued) 400 350 4- c 300 f=1 - 250 -a c • 200 • 150 - 100 4- Total dynamic head (TDH) in feet 50 1 1 1 1 1 1 1 -PF2015 ... •••• PF20 Series, 60 Hz, 0.5 - 1 5 hp PF2010 13F20051 ..... ..... 0 0 450 400 350 300 250 200 150 100 50 5 10 15 20 25 30 35 Flow in gallons per minute (gpm) 40 PF5050 I I I I I I I I PF50 Series, 60 Hz, 0.5 - 5.0 hp PF5030 PF5010 ..... ..... . ....... ..... ...... PF5007 ............. ..... ... PF5005 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Technical Data Sheet Total dynamic head (TDH) in feet Total dynamic head (TDH) in feet 900 PF3050 800 700 600 Orenco® I I I I PF30 Series, 60 Hz, 0.5 - 5.0 hp PF3030 500 400 300 200 .... PF3020 PF30151 PF3010 - I I 100 PF3005 oo 100 90 80 70 60 50 40 30 20 10 ... .......... .... ........... ........ ' • ............ .... 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) jPF7515 111111 I I I PF75 Series, 60 Hz, 1.0 - 1.5 hp PF7510 oo 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 100 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6 Orenco° Technical Data Sheet Pump Curves, 50 Hz Models 180 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 11 13 ■-■■■■■■-1-----3---- 160 IEU ■■■■■I•MMIMMI•=ME 140 ..111111.1.......1.11.. ■■■■■11,■■■■■■■■■■■ .E 120 MENEMOMMENNEMMEN ■■■■■■■„■■■■■■■■ 100MENEMENERNMENNE■■■■■■■■■■11,■■■■■■ s 80 ■1111®■11■■■■■■■,■■■■ foE6■■■■■'�■■■■\\■ a ra165141■11■■,■■,11■ Ta !LI 1111■■■■\ \SE\• \■■■ 20 1111■■ PF1005-FC „■■,11„■ • ■I wcontro How 1111„■■'11■ er • Immmmv■■►1■■■■ 45 40 .2 35 d E •E 30 ~ 25 as 20 E = 15 > 10 5 01 02 03 0.4 05 06 07 08 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 525 _ a: 459 394 d 328 = H 262 a as = 197 131 R 66 09 PF50 Series, 50 Hz, 0.37 -1.11 kW PF501552� ,.I PF501052 PF500752� LPF500552 1 • 00 120 100 m E .E 80 as 60 a) E c 40 > Ta 20 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW PF301552I .LPF3010521 -PF300752 00 30 131 7, 27 115 o 5 24 98 = .= 21 0 18 82 = H R 15 a 66 70 s s •—o 12 49 '= c as> 9 33 a as is o 6 16 I— 3 05 10 1.5 2.0 25 30 3.5 40 45 F ow in liters per second (L/sec) 0 0 06 1.2 18 24 30 36 42 48 54 60 Flow in liters per second (L/sec) JPF3005521 • 04 08 12 16 20 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 328 = E 0 262 D 197 I- 5, m 131 'g 24 PF75 Series, 50 Hz, 0.75 kW PF751052 R 66 89 To 79 0 69 m a) 59 E = 49 I- 39 39 = 30 m 20 — a3 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com N 0' 25 50' Scale: 1" = 50'-0" ATION ERN P3 4 WELL LOCATED OVER 100' SOUTH OF RESIDENCE (VALLEY FLOOR) O SITE PLAN 1"=50,_0" O ALL IIIVKE 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Herrman Residence 700 Deer Run Trail Garfield County, Colorado Project Number: C1115 Date: 10/11/17 Designed By: CBO Reviewed By: RHP Drawn By: CBO W1.0 Sheet 1 of 4 peogj anua Iee M anod CE 9I 66a :JegwnN pafoad 0 m' 0 0 O c 0 O 0 Q O I1eal unH aeea OOL aouepseH uewjje o o v0i O• oom '< 0_ ID - 0 0 CCI CO CO 0 J 0 I co O Lt./H./01- :91ea JoZlacus N O SIM() flS0d0?id O c p W m cn - m o-1 -10 mcn O'� zD� Z Z r_ Oz m VJ CI) n1:1po n Z z O0ZDO O -= 7J C m -0 z m 0 n O z om`,'� oxN� zm0 �O - D z 0 m > cn m 6) y nm D 0 Z -0 I 0 Z 'NIW H1IM a38 ,6Z d3 - � O� D -1 0 m7J CD) 01 = z- 0 O Z m M xio Z cn 0 I I O O O T z O -- =a, ee1 =J 1 11010 peoH OAK] lean anod CC 9 1,1,0 :JagwnN pefoad 0 E O F 0 o • � o ) 0 0 aauepisaH uew.uaH L6/66/OI- :e e4 '17.40 E �aauS W 0 z 30VNId2id 2IOd NMOO 3OVd S31OH ISV1 ONd ls2ild 0cn D OI Z_ m D m OD w (A0 00 N 2 = A O O D rprol m I1- < N. cn m r 0 N CO N 0 dWnd OAd O1 -HOS VI4 f 0 m�� =00 -ID -I Dm0 D W O cn = z 0 O z m M-10 7 O z X08 3A1VA VId aNVS 3132:1ONOO EE -0 W1S`d dO ..06 V NI 3A1VA 11V8 V H±IM Z NO S31nOOW Z17 -V .N3f 13, L dO SMO2I Z H11M Sa38 .6Z X �z m0 mm 71 D z0 0= m D r r m m� D 0 r 02 D C -08o8 C/) 0 z 13A3138 a38 '3OVAInS AdI IVOS 3E VNIV2:I4 2:1Od r m < - w0-1. 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(. co m co CO W W 02:10 W -00 j740 bleat -IS D > o m o -J n Z m 1I`d134 3dld z 0 0 z 0 ti 0 m r z 0 D r m r 11fldn d02:131N30 m -oz m m D D 73 0 0 0 < O m D 0 m D D r m GNVS 312JONO0 ££-0 lNLSV ON38 006 d33MS ONOI OAd dla „9' D m T IV8 `dla „S' dVO/M 2IO1ddab z 0 0 O 0 0 D -a V m 0 0 TZ V 0 1VI I31VIN 2:I311Id JO 1N01108 01 aN31X3 1Sf1W 3dId 2 ROWS OF 7 ELJEN MODULES ON BED U) A —1 z 0 U) m - 7J O r mp D 7 > 0 1- 0z Pow ;1-0 > O�z z0 §o �< m`(Co 31 m0 rcnn m m m -I mx>> coo poi - 0 0D 4,0oc z mp z7 D m . c x m m D 0 0 0z0 0cn —1z D D p ;J -HDm z0) c0 mHm m"' m0 HT 0 0 m m,— 2 AmZ� ;(JON o 0 1-7300 *-1 O O<_1o D m < D z ��0 -yOO mm0 zmi)0c� -1m� DZml_ Dvm - �m Omp mp z z0Dc00 zw> >ccnED 20)0 Q pm s` -10G cn c z —i O ti, •• m D p�Dp7JD zo Dm0 z00> 0y mm3 00 -nm�T,nz m� c0 mzcn �pD��D KZ 005 vH >m m2m>m p<nD 0 . co�vm °073-13:1 ..,71 D0 0m I) w u m D D m mD w iiDm m D rr0 mzcD2�0 • i— zH zw pFmD om �m o m H ii m X) 0 z 0 m m Co m n 00 PJ * Q + Q 0 O -171 7‘ cnm - - 2 m ` D 0 m -� m'a 20 xm z17 3m N H< cnD N� cn m-1 co 2 0 0 m< m O p z m m z m X �co D� c� �� 0 m m < O m - 00 X 0m 0 0 Cco D 5xx m z mm U) 7 1 p m cn z Ijen GSF Geotextile Sand Filter PASSIVE ADVANCED TREATMENT TECHNOLOGY Independent 3rd Party Testing Confirms Compliance with NSF Standard 40 Protocol Requires a Smaller Installation Area than Traditional Systems Pr-- r-. Effl -n wi h . P. -n -• Two -Stage Bio-MattTM Process Reduced Site Impact Made from Recycled Materials Lightweight and Easy to Handle • ft. elen CORPORATION Innovative Environmental Products and Solutions Since 1970 Only the Eljen GSF Geotextile Sand Filter Pretreats Effluent with a Patented Two -Stage Bio-MattTM Process When your installation requires more performance in less space, the Eljen GSF delivers. With Eljen's patented two-stage Bio -Matt" pre-treatment process the GSF applies a better than secondary treated effluent to the soil, increasing the soil's acceptance rate. The result is superior treatment i the smallest area possible when compared to oth onsite technologies. ELJEN'S EXCLUSIVE FOLDED DESIGN PROVIDES THE MAXIMUM TREATMENT SURFACE AREA INA MINIMUM OF SPACE • Porous Top of the Eljen GSF allows evapotranspiration and oxygen exchange for better effluent treatment. • Anti -Siltation Fabric keeps fines out of the Eljen GSF • Untreated Effluent • Bio -Matt'" Fabric • Cuspated Plastic Core provides separation between layers of Bio -Matti" fabric. Maintains structural integrity of modules & aids oxygen transfer. Increases treatment surface area & effluent storage capacity. • Filtered Effluent • Treated Effluent FLEXIBLE SITE INSTALLATION • Trench or Bed layouts • Level or Sloped sites • Mound or In -Ground installations • Equal or Serial Distribution ellen CORPORATION Innovative Environmental Products and Solutions Since 1970 125 McKee Street, East Hartford, CT 06108 800-444-1359 • 860-610-0426 • Fax: 860-610-0427 Email: info@eljen.com • Website: eljen.com Patented 02015 Eljen Corporation 1516A-04/15 TRENCH SYSTEM—Straight or Curved Perforated Pipe distributes effluent to the Eljen GSF. Pipe is secured to the GSF Modules with preformed metal clamps. Primary Treatment Zone forms on Bio-MattT"" fabric. Significant fabric provided for every ft2 of soil interface. Secondary Treatment Zone forms at sand layer. Long term acceptance rate of this biomat layer is significantly increased as compared to conventional systems. Specified Sand Layer provides additional filtration Native Soil or Fill provides final filtration MOUND SYSTEM BED SYSTEM MOM - IN -GROUND TRENCH SYSTEM ire - SERIAL DISTRIBUTION SYSTEM ===--- i 1 SLOPED SYSTEM—In-Ground or Mound Item# SEK- Orenco® Flushing Assemblies 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 K 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. OM V1 VALLEY PRECAST, inc. Water & Wastewater • Systems • Products • Service (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