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pitkin.eh.264504101002 (2016)
COUN ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0029.2016.POWT Parcel ID #: 2645-041-01-002 Permit Issued: ®NEW ❑REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Veronika Miller Property Address: Legal Description: Size of Lot: 34.43 Size of Buildinq: ft 6500 East S Creek Road Acres Detached Accessory Unit: Sq. Ft. Size of Accessory Unit: _ This system is designed for 4 bedrooms Designed By: All Service Septic Phone #: 970-309-5259 Fax # Perc Rate: .5 LTAR Minimum Tank Capacity: Project #: Mailing Address: DYES ®NO C1203 Dated: 33 Four -Wheel Drive Road Sq. Ft. 5/23/16 Email Address: Carla. Ostberg a gmail,com Profile Hole Depth: 1250 gallons 8' Depth to Groundwater or Bedrock: ➢ 8' Minimum Absorption Area: 1200 ft2 (red. for TL2) Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will consist of a 1500 gallon, 2 compartment tank with an "Orenco Propak" and "PF3005 pump in the 2nd compartment. The pump will pressure dose elffluent to an ADV (model 6402). The ADV must be accessible from grade as well as the tank risers. The ADV will pressure dose 2 12'x53' beds. Beds will consist of 2 rows of 13 Efen A42 modules on to of a minimum 1' sand bed. Rows will be separated by 3' and 1.5" manifolds will be placed over the modules with 5/32" orifice holes drilled 3' on center facing upwards, first and last holes facing downwards for drainage. Observation ports must be installed at each corner to both beds. STA Beds must be a minimum of 25' to any water line and 50' to any unlined pond/stream (50' because of TL2 instead of 100'). This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS 10/07/20 Date: 16 Expires: 11/07/2016 Inst ler: License #: U �-U•� 04r J C,�' A OS C" 5 1 G 1� � Reactivation Authorized by: _C0 Final Approv I Issued BY"/.Date: ( 2 Z� ©f New Expiration Date: [JfireMid a r.a a a a ta�r� a �n a�a. a v a v a a�wa w EH/NR CONSTRUCTION PERMIT �. 'LICATION 76 Service Center Rd Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office - 970 -920-5160 or at www.pitkinassessor.or_ ): Zl-/� t; • l O 00 Purpose of Permit: ❑ NEW g REPAIR DUE TO FAILURE ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): 3 Property Address: �G-6700• vo �. Sa rt'S Creep GA Lot: Block: Filing: Subdivision: Property Owner(s)': Email Address: r7nt �1��- Ver 1lika Owner's Mailing Addre : Ci State, ;iq. Home Phone: 9TH �t« Business Phone: -a3a9 'Contact information must be provided for the owner signing this application Primary Contact Person/A lic nt (if not owner): Company: n 1 SCt Co ntact/Applicant Mailing Address:, '�zvat City, State, Zip` 1 4�,� i �� 0 3 Cell Phone: V0-3o9-3,A39Business Phone: Fax Number: Email Address: c 6, c:�A Permit # (if applicable): (in acres): 341 16/s Number of Detached Accessory Unit? El YES 2Size of Accessory Unit (square feet): �Q NO Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: r+v� ❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): elk C r& -e 1 Engineering Firm:Job Number: Phone Number: Fax Number: 1 Service y e fj,( C- I le) 3 3A525Z Mailing Address:City, State, Zi .� -Four t.� hez �J�l•v'� d PLEASE READ BEFORE SIGNING. I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EWNR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature (Requ' ,, Date: Applicant Signat Date: FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: 33 Four Wheel Drive Rd Carbondale, Co 81623 910-309-5259 December 23, 2016 Veronika Miller veronicaCcDsopris.net Onsite Wastewater Treatment System (OWTS) Installation Observations 6500 E. Sopris Creek Road Pitkin County, Colorado OWTS Construction Permit Number 0029.2016.POWT Veronika, Project No. C1203 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 19, 2016 for the subject property. Evergreen Construction and Osage Construction installed the system. Little Elk Creek Water System has a cistern located greater than 100 -feet to the northeast of the soil treatment area (STA). The subdivision water line runs to a hydrant, located to the south of the STA. This water line was verified by Dan Harris with the Little Elk Creek Subdivision as meeting the minimum 25 - foot setback to the STA. The existing septic tank was abandoned by pumping and collapsing the tank and filling the void with native soil from the excavation for the new septic tank. The existing STA was abandoned in place. The existing sewer line from the house to the area of the new septic tank was not replaced. B&R Septic has run a camera through this line in the past and found it to be in good condition. The system installation included a new 1500 -gallon, two-compartment concrete septic tank with an Orenco® ProPak and PF3005 pump in the second compartment. There is a filter in the second compartment of the septic tank which must be cleaned annually, or as needed. The pump floats were set to dose approximately 90 gallons per dose. The control panel for the pump was placed within line of sight of the septic tank. Valley Precast performed start-up of the pumping system. Effluent is pumped through a 1.5 -inch diameter Schedule 40 discharge pipe to an automatic distributing valve (ADV) Model 6402. The ADV was placed at the high point of the system and is accessible from grade. Effluent is distributed to two pressurized 12' x 53' beds with a minimum of 1 -foot of ASTM C33 concrete sand installed at the bottom of the over -excavated STA. Two rows of 13 Eljen® A42 modules were placed on top of the sand filter material in each bed and connected with level 1.5 -inch diameter manifolds. Effluent is pressurized through 1.5 -inch laterals, with 5/32 -inch orifice holes facing UP (12 - o'clock) with the first and last holes facing DOWN (6 -o'clock) for drainage, 3 -feet on center. Laterals were placed inside 4 -inch diameter perforated SDR 35 pipe. Each 1.5 -inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. Inspection ports were placed in the sand filter material at the corners of each bed. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Sewer line from existing line to new septic tank Existing septic tank abandoned. �ZMDO Reviewed By: ��90oQ�omO®O�6 �� a 3856 �o �' �a Richard H. 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Ft. This system is designed for 4 bedrooms Designed By: All Service Septic Phone #: 970-309-5259 Fax #: Detached Accessory Unit: [-]YES ®NO Size of Accessory Unit: Sq. Ft. Project #: C1203 Dated: 5/23/16 Mailing Address: 33 Four -Wheel Drive Road Email Address: Carla.Ostberg(a)gmail,com Perc Rate: .5 LTAR Profile Hole Depth: 8' Depth to Groundwater or Bedrock: ➢ 8' Minimum Tank Capacity: 1250 gallons Minimum Absorption Area: 1200 ft2 (red. for TL2) Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will consist of a 1500 gallon, 2 compartment tank with an "Orenco Propak" and "PF3005 pump in the 2nd compartment. The pump will pressure dose elffluent to an ADV (model 6402). The ADV must be accessible from grade as well as the tank risers. The ADV will pressure dose 2 12'x53' beds. Beds will consist of 2 rows of 13 Eljen A42 modules on to of a minimum 1' sand bed. Rows will be separated by 3' and 1.5" manifolds will be placed over the modules with 5/32" orifice holes drilled 3' on center facing upwards, first and last holes facing downwards for drainage. Observation ports must be installed at each corner to both beds. STA Beds must be a minimum of 25' to any water line and 50' to any unlined pond/stream (50' because of TL2 instead of 100'). This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 10/07/20 Expires: 11/07/2016 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: ❑ Feed Learn these simple steps to protect your home, health, environment and property value: 5 1 septicsrt US Environmental Protection Agency Do: • Have your system inspected (in general) every three years by a licensed contractor and have the tank pumped, when necessary, generally every three to five years. Don't: • Pour cooking grease or oil down the sink or toilet. • Rinse coffee grounds into the sink. • Pour household chemicals down the sink or flush them. Don't: • Flush non -degradable products or chemicals, such as feminine hygiene products, condoms, dental floss, diapers, cigarette butts, cat litter, paper towels, pharmaceuticals. Don't: • Park or drive on your drainfield. The weight can damage the drain lines. • Plant trees or shrubs too close to your drainfield, roots can grow into your system and clog it. Don't • Concentrate your water use by using your dishwasher, shower, washing machine, and toilet at the same time. All that extra water can really strain your septic system. Do: • Eliminate or limit the use of a garbage disposal. • Properly dispose of coffee grounds 8 food. • Put grease in a container to harden before discarding in the trash. Do: • Dispose of these items in the trash can! Do: • Consult a septic service professional to advise you of the proper distance for planting trees and shrubs, depending on your septic tank location. Do: • Stagger the use of water -generating appliances. This can be helpful especially if your system has not been pumped in a long time. • �� by fixing Become more w:x�. a_��;�,.e,.�,_., plumbing leaks and consider installing bathroom and kitchen faucet aerators and water -efficient products. 33 Four Wheel Drive Rd AM ALL Carbondale, CO 81623 910.311,1219 SERVICE IN May 23, 2016 Veronika Miller veronica(cDsopris. net Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence 6500 E. Sopris Creek Road Pitkin County, Colorado Veronika, Project No. C1203 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located in Old Snowmass, in an area where OWTSs are necessary. The legal description of the 34.43 -acre property is Parcel 2, Miller / Cote Subdivision Exemption. Parcel ID: 2645-041-01-002 SITE CONDITIONS A 4 -bedroom, single-family residence presently exists and is being served by an existing OWTS. The existing OWTS has shown signs of malfunction, including back-ups. B&R Septic has explored the condition of the sewer line from the residence to the septic tank and determined it was in good condition. There were approximately 5 to 6 -inches of effluent in the existing soil treatment area (STA) on April 14, 2016. An upgrade to the existing OWTS is desired. nom°'-�� ;_-�•_'�' N, J kr Existing septic tank location / arrow indicates location of test pits Location of existing STA Page 2 The proposed STA slopes to the southeast toward East Sopris Creek. The proposed STA is covered with native grasses and vegetation. Little Elk Creek Water System has a cistern located greater than 100 -feet to the northeast of the proposed STA. A water line runs to a hydrant, located to the south of the proposed STA. This water line must be at least 25 -feet from the proposed STA. SUBSURFACE The subsurface was investigated on April 14, 2016 by digging two soil profile test pit excavations (Test Pits). 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 medium to dark brown silty clay loam with moderate structure grade to 4 -feet, underlain by medium to dark brown silty clay loam with weak structure grade to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. The test pit was excavated to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A sample was taken from Test Pit #1 at approximately 2 to 3 -feet below grade. The sample formed a ball and a ribbon 1 to 2 -inches in length before breaking. The texture of the sample was smooth. The soil is classified as Soil Type 3, Silty Clay Loam with moderate to weak structure grade. Eljen® technology will be utilized. Eljen@ technology with a minimum of 1 -foot of sand below the modules qualifies as Treatment Level 2 (TL2). A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7, and approvals for Treatment Level 2 (TL2) using Eljen® technology over 1 -foot of sand. Test Pit #1 •SYS (< `� Note change in structure Backfill ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. a Sieved sample Test Pit #2 Location of Test Pit #1 DESIGN SPECIFICATIONS Pap 3 Design Calculations: 75 GPD x 4 bedrooms x 2 people/bedroom = 600 GPD Septic Tank Capacity = 4 bedrooms = min. 1250 gal + 250 gal pump capacity = 1500 gal septic tank STA Calculations = 600 GPD / 0.50 SF/gal = 1200 SF 2 pressure dosed beds, each 12' x 53' with two rows of 13 Eljen® Modlues The OWTS design is based on 4 -bedrooms having less than 6000 square feet of living area. A design flow of 600 GPD will be used. The system installation will include a 1500 -gallon, two-compartment concrete septic tank with an Orenco® ProPak and PF3005 pump in the second compartment. The pump floats should be set to dose approximately 90 gallons per dose. The control panel for the pump must be placed within line of sight of the septic tank. Effluent will be pumped through a 1.5 -inch diameter Schedule 40 discharge pipe to an automatic distributing valve (ADV) Model 6402. The ADV must be placed at the high point of the system and must be accessible from grade. The 1.5 -inch diameter pump line must have a minimum grade of 1% for proper drain back into the pump chamber. Effluent will be distributed to two pressurized 12' x 53' beds with a minimum of 1 -foot of ASTM C33 concrete sand installed at the bottom of the over -excavated STA. The over -excavated area must not extend more than 4 -feet below native grade. Two rows of 13 Eljen® A42 modules will be placed on top of the sand filter material in each bed and connected with level 1.5 -inch diameter manifolds. There must be 3 -feet of separation between the side Page 4 edges of the beds and modules, and 2 -feet of separation between the modules. Effluent will be pressurized through 1.5 -inch laterals, with 5/32 -inch orifice holes facing UP (12 -o'clock) with the first and last holes facing DOWN (6 -o'clock) for drainage, 3 -feet on center. Laterals are placed inside 4 -inch diameter perforated SDR 35 pipe (with holes at 4 and 8 o'clock), per Eljen® specifications. Each 1.5 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. These may be cut to grade and covered with a valve box for access. inspection ports must be placed in the sand filter material at the comers of each bed and also may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health 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 STA. 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. Page 5 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 installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. 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Pump Curve: Pump Optimal Range, Operating Pointo Design Pointe J 1500 Galion Top Seam Item # Two Compartment 15001r-2CP-NF1 with High Head Pump DESIGN NOTES • Design per performance test per ASTM 01227 • Top surface area 62.33 ftp • f ® 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 • PVC risers available • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" V 0" 3' — 0" 2'-0" 4'-0" 3'— 0" 4'-0" DRY 4' — 0" S moi' CWw A== OJ �a TAMC + � —J. — ..: Top 24" Minimum Section View •Swvft contracts avabbb for mak t furjce8 PWW • Lamm Tss and hww" d&M t gmftto %W • Ended pump sydwn tomaMaln on the me" • Complete h 1id1n& n (wNng. panel. moLffAV and dart -W proosdum) • cagAe119 Y Digging Specs Invert Dimensions Net Capacity Net Weight Min. 13' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet Total Lid Tank Total 56" below inlet 56" 73" 132" 68" 92" 1002 gal 507 gal 1509 gal 3600 lbs 11180 lbs 14980 lbs Wager 8a (719) 398.6764 2M Co.Fid. 317 r Was19INS P.O BOK 90 Systemac (719) 39"M BuenaVis�a, CO 81211 Products Webeft PREi�91ne. • Service www. nt r Eimdl: Biotube@ ProPak Pump Packager"" 60 -Hz Series Pump Packages Control panel External splice box Riser lid (Optional; internal splice (not included) O lox comes standard.) Float bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes — 4 -in. (100 -mm) — turbine effluent pump Biotube® filter cartridge 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: Riser (not o Float Switch Assemblies (NSU -MF -MF -1) included) • Discharge Assemblies (NTD -HV -HV -1) Discharge • Splice Boxes (NTD -SB -SB -1) assembly . External Splice Box (NTD -SB -SB- 1) Pump liquid end Pump motor BiotubeO ProPakTm pump package components. 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 BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram BPP❑❑-❑ TStandard options: Blank = 57 -in. (1448 -mm) vault height, internal spice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vaull height SX = extern spice box CW = cold weather discharge assembly DB = drainback discharge assembly 0 = cam lock MFV = noo-mercury float Control panel appldation: DD = demand -dosing TDA = limed -dosing, analog timer TDD = timed dosing, VU timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gprn (1.9 Usec) 50 = 50 gpm (3.2 Usep I Bdube War pump vautt Oremw Systems• Inc, 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.oremw.com NTD -BPP -1 Rev. 1.2,0 08114 Page t of 4 ProPakTm Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) Polyurethane A - Overall vault height 57 (1448) or 68 (1727) B - Vault diameter 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) 2 (50) E - Vault top to support pipe bracket base 3(76) F - Vault bottom to filter cartridge base 4 (102) 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 0.125 in. (3 mm)" Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 Vsec) '0.062 -in. (1.6 -mm) filer mesh available A Biotube® filter cartridge (shown with float switch assembly) Mm) -BPP -1 Orenco Systems° Inc. , 814 Airway Ave., Sutheriin, OR 97479 USA • 800-348-9843. 541-459-4449 • www.orenco.com Rev. 1.2, 0 W14 Page 2 of 4 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 to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom, flow, Length gpm (Usec) in. (mm) Weight Discharge Impellers lb (kg) in., nominal' 20(1.3) 22.5 (572) 26 (11) 1.25 4 30(1.9) 21.3 (541) 25 (11) 1.25 3 50(3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, hp (kW) gpm (Usec) Design Rated Min liquid flow amps cycWday level, in. (mm) 2 20(1.3) 0.5 (0.37) 12.3 300 18 (457) 30(1.9) 0.5 (0.37) 11.8 300 20 (508) 50(3.2) 0.5 (0.37) 12.1 300 24 (610) Discharge is female NPT threaded, U.S. nominal size, to accommodate OrencoO 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 ProPak rm 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 (fDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 V 40 12 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) m 37 E e 30 G za ro AZ v 18 to a. a 12 w ti 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com trio BPP -1 Rev. 12, A M14 Page 3 of 4 Control Panel (Demand Dose) Orenco's ProPaW' 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) (digital timed -dosing panels only) A - Height 11.5 (290) B - Width 9.5(240) C - Depth 5.4(135) Specifications 120-V programmable logic unit with built-in LCD Panel ratings 120 V, 3/4 hp (0.56 k", 14 A, single phase, 60 Hz 1. Motor -start contactor 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 Single -pole, double -throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X 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 120 V, 3/4 hp (0.56 kM,14 A, single phase, 60 Hz Dual -mode Programmable for timed- or demand -dosing (digital timed -dosing panels only) 1 a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 (not shown) hours. Separate variable controls for OFF and ON time periods 1b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) 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 Single -pole, double -throw HOA switch, 20 A 5. Audio alarm 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, demand -dose Control panel, Smed-dose (digital timer model shown) NTD -BPP -1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2, ® 08/14 Page 4 of 4 PF Series 4 -inch (1 00 -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 — Discharge Connection — Bypass Orifice — Suction Connection Powered by O �► Franklin Electric Cus LRB0980 LR2053896 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 Winch (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 Not applicable for 5 -hp (3.73 kKj 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 PFO ❑❑❑-❑ Tord length, It (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 It Horsepower (kM: 03 = Ih hp (0.25) 05 = )z hp (0.37) 07 = 314 hp (0.56) 10 = 1 hp (0.75) 15 = 1-14 hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) 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) Pump, PF Series 36 -hp ro.37kwn only t220 volts for 50 It pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-Y2 hp Orenco Systems• Inc., 814 Airway Ave., Sutt►edin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com xm-PU-PF-1 Ret. 2.2, A 09f14 Page 1 of 6 Specifications, 60 Hz Z Pump Model _ �p djMM 61 z to N A 2 E l�p L E c �." C c V 3 PF100511 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 '/a in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 1-0(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 Y 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 '/ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4.1 10(0,6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 A in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 4.5 10(0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 Y4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PH 01012 5,1 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 Ya 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/ in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5.6, 7,1 10(0.6) 2.00(l.49) 1 230 240 12.1 12.1 18 1 Y4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5.6,6 10(0.6) 2.00(l.49) 3 230 240 7.5 7.6 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PR 0203200 5, 6.8 10(0.6) 2.00(l.49) 3 200 208 8.7 8.7 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(l.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(l.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (13) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 Ya in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(l.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(l.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 PF201012 4.5 20(l.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 1/4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4.5 20(l.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(l.3) 1.50(l.11) 1 230 240 12.4 12.6 9 1 '/ in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.5 20(l.3) 1.50(l.11) 3 200 208 7.1 7.2 9 1 Y4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(l.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 Y4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(l.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 Y4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30(l.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 1/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(l.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 Y4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(l.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(l.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 Y4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(l.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 Y4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(l.9) 1.50(l.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(l.9) 1,50(l.11) 3 200 208 6.9 6.9 8 1 Y4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4.5 30 (1.9) 1.50(l.11) 3 460 480 2.8 2.8 8 1 1/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5,1.1 30(l.9) 2.00(l.49) 1 230 240 11.0 11.0 10 1 Y4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 1,6 30(l.9) 2.00(l.49) 3 200 208 9.3 9.3 10 1 1/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6.7, a 30(l.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6, 6 30(l.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 Y4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 1.6,1, 8 30(l.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/ in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5.1,1 30(l.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6, a 30(l.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50(3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50(3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50(3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-t Orenco Systems' Inc. , 814 Airway Ave., SuUmfin, OR 97479 OSA •80O-348-9843.541-459-4449 • www.orenco.com Rev. 2.2, ®09M Page 2 of 6 Specifications, 60 Hz (continued) .. m CD CnCL E :2x �Z = z Pump Model _ 1v rn o cc m � i� c c c 3 3t �.. V cm 9 or PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50(3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50(3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4,1,7,8 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 1,11 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4.5, 6 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 56'6 50(3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,6,' 6 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75(4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10(0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 1/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4.5 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 1/4 in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 1.6 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 1/ in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 1/ in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 1/4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 1/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4.5 30(1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 1/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50(3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75(3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 N -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 M -in. NPT SS discharge is 2 1B in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 7B in, hexagonal across fiats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orem discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consuft Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. 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 NM= Rev. 2.2, ® OW14 Page 3 of 6 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 deion¢ed water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. Al 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 k" have built-in thermal overload protection, which trips at 203-221 ° F (95-105° Q. 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. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelecr" software. Pump Curves, 60 Hz Models 800 +r 700 as c 600 Z 500 Cca 40C v 30C 20C ~ 10C Om E ®r."', �Mom .0 ®N��om ME'llm 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 160 140 m m c 12C Z 100 a .= 8C 6( 0 A ( Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Su#Win, OR 97479 USA • 800-348-9843 . 541-459-4449 • www.orenco.cam Rev. 2.2, o eg/14 Page 4 of 6 60 Hz Models (continued) 400 350 w w ,e 300 2 250 .a z 200 v 150 b 100 w 50 PF20 Series, N Hz, 0.5 -1.5 hp 01 i' ' 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 4W 400 m �► 350 e C 300 250 200 e 150 a w 100 50 0 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 9UU 800 w m 700 .c = 600 500 as .e 0 400 E C 300 w 200 a 100. _ I PF3005 � .. 0. 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) fUU 90 w 80 C: 70 O 60 .e Cts = 50 40 .0 30 ``° 20 12 10 1 1 T::�F! I-- 00 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) Orenco Systems® Inc. , 814 Airway Ave., Suthertin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 22, 9 OW14 Page 5 of 6 E U.N.- 0 1 =90 0 E 0M.WN—aft0 On 0 ■■ 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 9UU 800 w m 700 .c = 600 500 as .e 0 400 E C 300 w 200 a 100. _ I PF3005 � .. 0. 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) fUU 90 w 80 C: 70 O 60 .e Cts = 50 40 .0 30 ``° 20 12 10 1 1 T::�F! I-- 00 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) Orenco Systems® Inc. , 814 Airway Ave., Suthertin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 22, 9 OW14 Page 5 of 6 i Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 6.3 7.9 9.5 ii 13 180 160 41 m 140 c 120 2 C 100 a m 80 60 a cm 40 ti 20 0 0 0.1 02 0.3 0.4 0.5 0.6 V 0.8 0.9 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 120 100 N m .1' •° 80 c 2 m 60 a m 40 m c � `0 20 E. 00 0.4 0.8 12 1.6 20 24 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 4 c i i w _ y = V ti r i = .' U IRS i � a I. o w ~ -0 0.5 1.0 1.5 20 25 3.0 3.5 4.0 45 Flow in liters per second (L/sec) 328 O C 262 d e i r1 UW III IR6►S tl6! SGIJullll f wawul 89 ,c 79 0 c 6 C 59 O 49 -ea 39 = V 30 R 20 V 12 NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 a www.orenco.com Rev. 2.2, ® 09/14 Page 6 of 6 This article may describe design critAOthat was in effect at the time the article was wt __ �n. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. _11�_i Orenco Automatic Distributing Valve Assemblies 1w4rpm*ed For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 0. The opening 0 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. * r r O 0 © r r c Inlet I j j 0 0 i j v Q A 0 Outlets Figure 1: 6000 Series Valve NTP -VA -1 Rev. 12. ®11/03 Orenco Sjrsteme, 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_ U 011/«1 0►enco system". Inc. Psp 2 o16 U Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series on OperatingRange (Win) V4400A HL = 0.085 x Q1.45 10-40 V4600A HL = 0.085 x Q1.58 10-25 V6400A HL = 0.0045 x 02 + 3.5 x (1- e -0-06Q) 15-70 V6600A HL = 0.0049 x Q2 + 5.5 x (1- e-0- 1Q) 15-70 35 >. To 30 E a) 25 CO CO 20 0 15 w 10 0 -J 5 0 ami 0 MOOMMOMMOM PPI PM PPP— OPO Mom = 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Figure I Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotubeo 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. Transport Line Dosing Tank Figure 4: Ideal valve location Disinbuerg Valve Assembly NTP -VA -1 Rev. tz ®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. 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 l: 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.Z ®11/03 orenco SystenW, Inc. Page 5 of 6 r� 0 SOLUTION 3: 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. SOLUTION 4: 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. SOLUTION 5: 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. SOLUTION 6: 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: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: 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. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: 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. W4A-1 Am 1.Z 011103 a..001%li e' iac. P"9606 DistribtdingSubmittalValves Data Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile fitters, sand filters and drainfields. clear pipe Bottom View Side View General Sysnerwo tems- Incorporated teems- In1-800-348-9843 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❑❑[11A Indicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) Specifications 66 = 660Oseries (5-6outlets) Distributing valve Materials of Construction All Fittings: Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM specification Clear Pipe: Sch. 40 PVC per ASTM specification VWX Distributing Valves: High-strength noncorrosive ABS polymer and stainless steel V6)= Distributing Valves: High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU-SFVA-1 Rev. 3.0, © 4/03 Page 1 of 2 Distribudng Valves (continued) -35 H 25 000— 000� M 20 V4400A 000000 VWOQA 0 15 V4600A t N H 10 0 J ea CD 0 L Hi! -+1 -1 H� I HHH!It !Ilkgmllll!!!Ilfi!l!lll!iii!illll!l!ii i 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (9pm) Model Inlet Size (in) Oudets Size (in.) Row range (gpm) Max Head (ft) Min. Endosure V44MA 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. ® 033 Page 2 of 2 Item# Eljen Geotextile A-42 gsf Sand Filter Unit THE SMALL NON -AGGREGATE LEACH FIELD SYSTEM WITH BIG PERFORMANCE! • Pre -treats Effluent with a Two -State Bio -Matt" • Greater Long Term Leaching Capacity • Requires a Much Smaller Installation Area i • Lower Site Impact •No Stone Required... Less Offsite Fill el en • Lightweight Recycled Materials CORPORAMN Water & 719 395-6764 28005 County Road 317 Wastewater P.O. 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