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Home My WebLink AboutPitkin.EH.264308102002 (2017) ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd· Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0051.2016.POWT Parcel ID #: 2643-081-02-002 Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): Christof Eigelberger Property Address: 147 Grange Way (house) and 167 Grange Way (guest house) Legal Description: Size of Lot: 2.0 Acres Detached Accessory Unit: YES NO Size of Building: 2,000 ft2 Sq. Ft. Size of Accessory Unit: 1000 ft2 Sq. Ft. This system is designed to serve 5 bedrooms (2 bedrooms in the guest house and 3 bedrooms in the main house) Designed By: All Service Septic Project #: C1265 Dated: 12/04/2016 Phone #: 970-704-0484 Mailing Address: Fax #: Email Address: LTAR: 1.0 (sand filter) Profile Hole Depth: 6.0’ Depth to Groundwater or Bedrock:  6.0’ Minimum Tank Capacity: 1500 gallons Minimum Absorption Area: 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. Sewage will flow via gravity from both residences to a 2000-gallon, two-compartment concrete septic tank with a pump in the second tank. Effluent will be pressure dosed to a mounded 12’ X 63’ unlined sand filter. (see attached approved design sheet) The soil treatment area shall be a minimum of 100’ to all surface water and wells and the system shall be a minimum of 10 to the property line. 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: 2/1/2017 Expires: 2/1/2018 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: EH/NR 11TKI COUN ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0003.2017.POW2 Parcel ID #: 2643-081-02-002 Permit Issued: []NEW REPAIR REMODEL/ADDITION TANK ONLY []FIELD ONLY ®AMENDMENT Owner(s): Christof Eigelberger Property Address: Legal Description: Size of Lot: 2.0 147 Grange Way (house) and 167 Grange Way (guest house) Acres Size of Building: 2,000 ftZ Sq. Ft Detached Accessory Unit: Size of Accessory Unit: YES NO 1000 ft Sq. Ft. This system is designed to serve 5 bedrooms (2 bedrooms in the guest house and 3 bedrooms in the main house) Designed By: Phone #: Fax #: All Service Septic Project #: _ 970-704-0484 Mailing Address: Email Address: LTAR: 1.0 (sand filter) Profile Hole Depth Minimum Tank Capacity: 1500 gallons C1265 Dated: 05/26/2017 6.0' Depth to Groundwater or Bedrock Minimum Absorption Area: Permit Conditions: 6.0' 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. Sewage will flow via gravity from both residences to a 2000 -gallon, two-compartment concrete septic tank with a pump in the second tank. Effluent will be pressure dosed to a mounded 12'X 63' unlined sand filter. (see attached approved design sheet) The soil treatment area shall be a minimum of 100' to all surface water and wells and the system shall be a minimum of 10 to the property line. The sewer lines shall be encased where they are less than 50 feet to any well. 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: 6/21/2017 Expires: 6/21/2018 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: FinepaW Timberline Excavation Bryan Daugherty, REHS 12/17/18 66 O m zry a2A fTl pg Z - R0 ;a D C] rZDrAmiFNjm CNm 14W om yvm m0 Pf A n 4. —, O m< 'm C., rnRIZN -u 3 D 5 00 O m < m v g V m0 Z - Ma'mN N &) mm N O N 0, OM aac C y yn A CM, = CW) Z N yY O Vq xOm / 0C$Nm z3<M a ? Cmm O m zry a2A fTl pg Z - R0 ;a D C] rZDrAmiFNjm CNm 14W om yvm m0 Pf A n 4. —, O m< 'm C., rnRIZN -u 3 D 5 00 O m < m v g V m0 ay (D m v 0 N 0 F x ZOD -4 x,o l \ 05 9010 A A \ U m v m U : V rN O m" \ a c Wmo / g0 r r r r,-U-= r AxC•`rm r N y mxm m 0 W'. n mw>M, nC p Ogm ? o« mm mn ^ Z yy t/p GJ5 A 1m 2 D OV f" yt m 8 (0 -Dm o J' • s \ I of Ods no Z 0 REQUEST FOR AN AMENDMENT TO AN tF /NR OWTS CONSTRUCTION PERMIT 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting an amendment to an OWTS Construction Permit if there have been significant changes to an OWTS design that differfrom what was approved as part of the OWTS Construction Permit. An hourly fee of 162/hour will be invoiced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at http://"`www.aspenpitkin.com/Pdfs/--d-epts/l2/``-o---wtsreg.pd . Permit Number for Which Amendment is Requested: 0051.2016.POWT Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.ore): 2643 081 02 002 Example: Property Address: 147 & 167 Grange Lane Lot: 2 Block: Filing: Subdivision: Foxtrot Building Permit #: 0006.2017.PBLD Property Owner(s): Email Address: Cristof Eigelberger cristof@eigelberger.com Owner's Mailing Address: City, State, Zip: 102 Sycamore Ave #B Mill Valley, CA 94941 Home Phone: Business Phone: Primary Contact Person/Applicant (if not owner): Company: Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: Business Phone: Fax Number: Email Address: PLEASE READ BEFORE SIGNING: certify that the above information is complete and accurate. I acknowledge that EH/NR 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 the OWTS until the OWTS Construction Permit is amended or a new permit is issued Owner/Applicant Signa'fure OFFICE USE ONLY: Recived by: Invoice ll: Invoice amount: 5/28/17 Date Date: Date received: LLA33 Four Wheel Drive Rd Carbondale, CO St62323 970. 309-5259 May 26, 2017 Cristof Eigelberger cristof()eigelberger.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3 -Bedroom Cabin + 2 -Bedroom Cottage 147 & 167 Grange Way Pitkin County, Colorado Cristof, Project No. C1265 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.07 -acre property is located in Woody Creek, in an area where OWTSs and wells are necessary. Original design documents dated December 4, 2016 should be discarded and replaced with documents dated May 26, 2017. The legal description of the property is Lot 2, Foxtrot Subdivision. Parcel ID: 2643-081-02-002 SITE CONDITIONS The property is currently developed with two structures. 147 Grange Way is referred to as the "Cabin" and will have 3 -bedrooms. 167 Grange Way is referred to as the "Cottage" and will have 2 -bedrooms. The existing OWTSs serving the residences will be abandoned. The site slopes slightly to the south toward the Roaring Fork River until just beyond the structures where it drops steeply. The area of the proposed soil treatment area (STA) is relatively flat and is an open field area covered with native grasses. The structures are served by an existing well, located between the buildings. The proposed septic tank will be located at least 50 -feet from the well and the proposed STA will be located at least 100 -feet from the well. The Walton Ditch runs along the northeastern portion of the property. The STA must be located at least 50 -feet from the ditch. SUBSURFACE The subsurface was investigated on November 22, 2016 by digging two soil profile test pit excavations Test Pits). A mini -excavator was used to excavate the test pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation. The materials encountered in Test Pit #1 consisted of medium to reddish brown sandy loam topsoil to 2.0 -feet, underlain by medium brown sand with cobbles greater than 35% in volume to a maximum depth explored of 6.0 -feet. No bedrock or groundwater was encountered. Digging became difficult beyond 6.0 - feet due to the number of rocks and small equipment. Page 2 The materials encountered in Test Pit #2 (further uphill on the northern portion of the property) consisted of medium to reddish brown sandy loam topsoil to 1.0 -foot, underlain by medium brown sand with cobbles greater than 35% in volume to a maximum depth explored of 5.0 -feet. No bedrock or groundwater was encountered. Digging became difficult beyond 5.0 -feet due to the number of rocks and small equipment. A tactile analysis of the soils was taken from Test Pit #1 at 1 -foot below grade and 3 -feet below grade. The topsoil formed a ball and a weak ribbon less than 1 -inch in length before breaking. Soil structure shape was granular to blocky, soil structure grade was loose to moderate, and consistence was friable. The texture of the topsoil was gritty. This soil is classified as Soil Type 2, Sandy Loam. The material underlying the topsoil formed a ball, but did not form a ribbon. Soil structure shape was granular, soil structure grade was loose, and consistence was loose. The texture of the soil was gritty. Rock content in this soil horizon was greater than 35%. This soil is classified as Soil Type 0. A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. The unlined sand filter has been designed to create 3 -feet of suitable soil above Soil Type 0. Test Pit #1 (located north of driveway) Backfill Rock content greater than 35% Sieved sample of rocky horizon (sand) Page 3 Test Pit #2 (located on northern /uphill portion of property) DESIGN SPECIFICATIONS The OWTS design is based on 5 -bedrooms. A design flow of 750 GPD will be used. Design Calculations: 5 bedrooms x 75 GPD x 2 people/bedroom = 750 GPD Septic Tank Capacity = 5 bedrooms = Min. 1500 gallons STA Calculations = 750 GPD / 1.0 SF/gallon = 750 SF 12' x 63' unlined sand filter (min. 3' sand filter material) Sewer lines frorn both residences must be encased within 50 -feet of the well (see Encasement Detail 3//4.0). We also recommend any sewer line under the driveway be minimum Schedule 40 in a well - bedded trench with screened rock and a minimum fall of 2%, covered with blue board insulation for additional protection from freezing. Where the sewer lines come together, a clean out should be installed. The system installation will include a 2000 -gallon, two-compartment concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5 -inch diameter pump line to an over -excavated, 12'x 63' unlined sand filter with a minimum of 3 -feet of sand filter material. 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. Pipes used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2'/2 -inch screen and must be retained on a3/4 -inch screen. The manifold must be 1.5 -inches in diameter. Laterals must be 1.5 -inches in diameter with 5/32 -inch diameter orifice holes facing down, spaced 4 -feet on center. Laterals will be separated by 3 -feet. Each 1.5 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1 -foot of topsoil or other suitable soil able to support vegetative growth. 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 Page 4 according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Construction Permit Amendment Application must be submitted to Pitkin County Environmental Health Department to amend OWTS Construction Permit 0051.2016.POWT issued based on design documents dated December 4, 2016. 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. 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. Page 5 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. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Reviewed By: Richard H. Pump Selection for a Pressurized System - Single Family Residence Project Eigelberger / 147 & 167 Grange Way Parameters Discharge Assembly Size 1.25 inches Transport Length 55 feet Transport Pipe Class 40 feet Transport Line Size 1.50 inches Distributing Valve Model None feet Max Elevation Lift 5 feet Manifold Length 6 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 3 Lateral Length 62 feet Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches Orifice Size 5/32 inches Orifice Spacing 4 feet Residual Head 5 feet Flow Meter None inches Add-on'Friction Losses 0 feet Calculations Minimum Flow Rate per Orifice 0.68 gpm Numberof Orifices per Zone 48 Total Flow Rate per Zone 32.6 gpm Number of Laterals per Zone 3 Flow Differential 1st/Last Orifice 1.6 Transport Velocity 5.2 fps Frictional Head Losses Loss through Discharge 7.4 feet Loss in Transport 3.4 feet Loss through Valve 0.0 feet Loss in Manifold 0.1 feet Loss in Laterals 0.2 feet Loss through Flowmeter 0.0 feet Add-on'Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 5.8 gals Vol of Manifold 0.6 gals Vol of Laterals per Zone 19.7 gals Total Volume 26.1 gals Minimum Pump Requirements Design Flow Rate 32.6 gpm Total Dynamic Head 21.1 feet 4 M 11 f.W06 tM Se' 30 250 1 200 50 5 10 15 20 25 30 35 40 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230 V 10 60H z, 2 00 306 0Hz PF3007 High Head Effluent Pump 30 GPM, 314HP 230V 10 60H7, 200/460V 3060H PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1060Hz, 200/460V 3060H PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1060Hz, 200/230/460V 3060H System Curve:— Pump Curve: Pump Optimal Range - Operating Point Design Point m x J CD N O O _ C Z omc0 3Z m aC1 Nm N CDd N O O; O O AO m m m m r0 07 m m n c mw o Z! 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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" 3'-0" V 0" 3' - 0- 0" 4' - 0- 3' 2' 3' 0- 0" 4'- 0" DRY 4' - 0" 1z TOP 110 OFIM 24" Min. Wkee7 Vallve Boot RubberIe Panel e Service contracts available for maintenance* Digging Specs Invert Dimensions Pump: Lowers TSS and improves effluent quality to field Easiest pump system to maklMain on the market Complete installation (vWdng, panel, mounting and start-up procedures) Complete warranty Net Capacity Net Weight Min. 15' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet 56" below inlet 56" 73" 162" 78" 1 92" 1559 gal 507 gal Se c-tion Y iew Total I Lid I Tank I Total 2066 gall 5420 lbs 115530 lbs 1 21150 lbs Water & (719) 3954764 28008 Co. RdL 317 Wastewater P.O. Bax925 VALLEY ; Products Fac (719) 395-3727 Buena CO 81211 PIVF RECAST Inc. *Service websiba: www.va0eyprecastoom Email: tnonfid leypnec asLoom 961n, M 71CM, 0 A 0TUM;eN 0 1 a 60 -Hz Series Pump Packages External splice box Optional; internal splice box comes standard.) Float ' bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes — 4 -in. (100 -mm) — turbine effluent pump Biotubem filter cartridge Control panel Riser lid not included) O Riser (not included) Discharge assembly 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 -S13-1) External Splice Box (NTD -S13 -S13-1) 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 BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram BPP - Ttandard options: Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB =drainback discharge assembly 0 = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotube' ProPak" pump vault Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800- 348-9843.541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08/14 Page 1 of 4 ProPakTM Pump Vault Biotube" Filter Cartridge Materials of Construction Materials of Construction Vault body Polyethylene Filter tubes Polyethylene Support pipes PVC Cartridge end plates Polyurethane Dimensions, in. (mm) Handle assembly PVC A - Overall vault height 57 (1448) or 68 (1727) Dimensions, in. (mm) B - Vault diameter 17.3 (439) A - Cartridge height 18 (457) C - Inlet hole height 19 (475) B - Cartridge width 12 (305) D - Inlet hole diameter (eight holes total) 2 (50) Performance E - Vault top to support pipe bracket base 3 (76) Biotube® mesh opening 0.125 in. (3 mm)` F - Vault bottom to filter cartridge base 4 (102) Total filter flow area 4. 4 ft2 (0.4 m2) Total filter surface area 14.5 ft' (1.35 m2) Maximum flow rate 140 gpm (8.8 Usec) 0.062 -in. (1.6 -mm) filter mesh available A C A g. E AL Bi B ProPakl-m pump vault (shown with Biotube filter and effluent pump) Biotube® filter cartridge (shown with float switch assembly) MB -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 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, gpm (Usec) Length in. (mm) Weight Discharge Ib (kg) in., nominal' Impellers 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, gpm (Usec) hp (kW) Design Rated Min liquid flow amps cycles/day 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 Orence 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 PmPakT" Pump Vault. Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 120 c 100 80 v G 60 c asti 20 Flow in liters per second Alsec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 10 20 30 40 50 60 70 Flow in gallons per minute /gpm) 43 37 6 e 30 c C a za m r v 18 12 w ti 6 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, ® 08114 Page 3of4 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 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 Hinges Stainless steel Dimensions, in. (mm) Dimensions, in. (mm) A - Height 11. 5 (290) A - Height 11.5 (290) B - Width 9. 5(240) B - Width 9.5(240) C - Depth 5.4(135) C - Depth 5.4( 135) Specifications Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 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 Dual -mode Programmable for timed- or demand -dosing at FLA (10 million at 50% of FLA) digital timed -dosing panels only) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 1 a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 3. Toggle switch Single -pole, double -throw HOA switch, 20 A not shown) hours. Separate variable controls for OFF and ON time periods 4. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 1 b. Digital timer 120-V programmable logic unit with built-in LCD shown below) screen and programming keys. Provides control 5. Audio alarm 120 V, automatic reset, DIN rail mount silence functions and timing for panel operation relay 2. Motor -start contactor 16 FLA, 1 hp ( 0.75 kW), 60 Hz; 2. 5 million cycles 6. Visual alarm 7/ 8 -in. (22 -mm) diameter red lens, "Push -to -silence," at FLA (10 million at 50% of FLA) 120 V LED, UL Type 4X 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 3 6 5 Control panel, demand -dose Control panel, timed -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 IIII t:, 6 i II I 3 6 5 Control panel, demand -dose Control panel, timed -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 (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 Biotube9 pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor Discharge Connection Bypass Orifice Suction Connection S® ., Powered by P ( Franklin Electric C us LR80980 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 1B -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind Liquid end repair kits available for better long-term cost of ownership TRI -SEAL TM 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 kK9 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- Tord 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 (k": 03 = 14 hp (0.25) 05 = Y2 hp (0.37) 07 = 3/4 hp (0.56) 10 = 1 hp (0.75) 15 = 1-1h hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) 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) Pump, PF Series 1h -hp (0.37k" ony 1220 volts for 50 Hz pumps Note: 20 -foot cords are available ony for single- phase pumps through 1-1h 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 E d a arn c s Pump Model R a a tmE . z Of a Z a N n c E x M d N_ N Q -a c to E CM y Q d E d- Y a o1 3 m y m a c 77100511 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 PH 00512 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 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4, 5 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 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 PH 01012 5. 8 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 Y4 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, s, I, a 10(0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PH 02032 5, s, a 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF102032001A8 10(0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20(1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 1/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Ya in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 1/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4. 5 20(1.3) 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 4,1 20(1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 1/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 Ya in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20(1.3) 1.50(l.11) 3 200 208 7.1 7.2 9 1 1/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 1/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 1/4 in. GFP 21.3 ( 541) 20 (508) 25 (11) 300 PF30053200 30(1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 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 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 1/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30(1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 Ya in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 1/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 1/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4, 5 30(1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 1/4 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 1/a in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5.6,7 30(1.9) 2.00(l.49) 1 230 240 11.0 11.0 10 1 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 1/a in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5,6.', a 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 S, s• 8 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5A I-8 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 1/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5. 8, 8 30(1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 1/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5,1, 1 30(1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 1/a in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50(3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50(3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50( 3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50(3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4. 9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 OMMI Orenco Systems® Inc. 814 Airway Ave., Sutheriin, OR 97479 USA • 800- 348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, O 09/14 Page 2 of 6 Specifications, 60 Hz (continued) CL C^ C N N NF N E C y L N 10 d pW G t E y 'C p 1C E C " Q IN y lC z Q c eEa o cc Pump Model PF500734 50 (3 2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3 2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3 2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3 2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in, SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 1. 1-8 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5, 1 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4.5, 8 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5, 5, 7, 8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5578 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 5,6 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 1/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(l.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 1/4 in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 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 6FP discharge is 2 718 in. octagonal across flats; the 1 Y4 -in. NPT SS discharge is 2 1B in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) 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 NTD-PU-PF-1 Rev. 2.2, ® 09/14 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 deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp 1.11 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° 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 PumpSelect'" software. Pump Curves, 60 Hz Models 800 700 as c 600 500 a 400 v 300 a 200 ti 100 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 161 r 140 a e 120 2 100 Q 80 ea 60 40 ti 20 OL 0 PF15 Series, 60 Hz, 0.3 hp 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.COM Rev. 2.2, ® 09/14 Page 4 of 6 Technical Data Sheet orenco° Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal 180 1.6 32 4.8 6.3 7.9 9.5 11 13 160 m140 m E c 120 C 100 a ni 80 60 40 20 0 120 525 ee ti 100 459 c m e - E 394 m e 80 e Z 328 Z m 60 262 e 0 0 t 197 40 o ac 131 E° 20 66 0 0.1 02 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Flow in liters per second (Usec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW 328 ,c E 0c 262 C: Z 197 0 a0mz 131 E 0 0.4 0.8 12 1.6 20 2.4 Flow in liters per second (Usec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 s6 fi_I Flow in liters per second /Usec) PF75 Series, 50 Hz, 0.75 kW m a 66 ti 89 oc 79 .o c 69 59 0 49 a 39 = 30 eta c, 20 12 0.6 12 12 24 3.0 3.6 42 4.8 5.4 6.0 Flow in liters per second (L/sec) NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800- 348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, A 09/14 Page 6 of 6 *Contact information must be provided for the owner signing this application. FOR OFFICE USE ONLY G:\OWTS March 8, 2008 NEW REGS\Office - Admin\Forms\OWTS Const Forms\OWTS construction permit application.xls Lot: Block: Filing: Subdivision: Cell Phone: Size of Building (square feet):Number of Potential Bedrooms: Company: City, State, Zip: Business Phone: Email Address: Contact/Applicant Mailing Address: Date: Date: City, State, Zip: Job Number:Phone Number:Fax Number: Mailing Address: Lot Size (in acres): Email Address: City, State, Zip: Business Phone: Property Owner(s)*: Owner's Mailing Address: Home Phone: Primary Contact Person/Applicant (if not owner): Fax Number: Building Permit # (if applicable): ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd · Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Purpose of Permit: - - - Property Address: Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.org): Cost of System Repair or Remodel/Addition (approximate): Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Detached Accessory Unit? Updated: 10/7/08 Water Source: Name of Community/Public Water System (if applicable): Engineering Firm: Applicant Signature: Received by EN/HR Staff:Fee & Receipt #:Date: Owner Signature (Required): EH/NR 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 EH/NR 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. NEW REPAIR DUE TO FAILURE REMODEL/ADDITION PRIVATE WELL SURFACE WATER COMMUNITY/PUBLIC WATER SYSTEM FIELD ONLYTANK ONLY YES NO SPRING Cristof Eigelberger Cristof Eigelberger 0051.2016.POWT truction Permit is 0051.2016.POWT December 10, 2018 Project No. C1265 Cristof Eigelberger cristof@eigelberger.com Onsite Wastewater Treatment System (OWTS) Installation Observations 147 & 167 Grange Way Pitkin County, Colorado OWTS Construction Permit Number 0003.2017.POW2 Cristof, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OW TS) on June 29 and July 7, 2017 for the subject property. Timberline Excavation installed the system. Sewer lines from both residences were encased within 50-feet of the well. The system installation included a 2000-gallon, two-compartment concrete Valley Precast septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats were set to dose approximately 90 gallons each pump cycle. The control panel for the pump is located within line of sight of the septic tank. Valley Precast out of Buena Vista performed start-up of the pumping system. Effluent is pressure dosed through a 1.5-inch diameter pump line to an over-excavated, 12’ x 63’ unlined sand filter 3-feet of sand filter material (concrete sand). Pipes used to disperse the effluent were surrounded by washed coarse screened gravel. The manifold was 1.5-inches in diameter. Laterals were 1.5-inches in diameter with 5/32-inch diameter orifice holes facing down, spaced 4-feet on center. Laterals were separated by 3-feet. Each 1.5-inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric was placed over the gravel layer followed by approximately 1-foot of topsoil. 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 OW TS 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 Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, P.E. Sewer lines from residences to septic tank (covered with spray foam for additional insulation). Prep for tank tank set Pump line existing pump chamber tank backfilled Clean outs near residences Well STA over-excavation Sand filter laterals set Laterals on gravel manifold filter fabric Flushing valves at ends of laterals �� O C C� Elm T n -0 n w m ZT Iv w o a -n C ° CD o v � � m m o ZT �. o n m cn N) 0 (D cn m < coo- m o ° 0 � 3 N� W m co o CD (D 07 go CD c c co 3 CD m � v CD 0 s c. vQ cD o 1< D 0 CD 0 0 �a 0 < CD C. a. 7 W CD CD � Q � D W W z� TO zT zT CD n 0 QL -0 F9 z C O �M p � � -j �.I co m c 0 � � 0 Z 30.4 G' 70 m C) 0 0 0 D Z c) 1 ZJ O r D Z m r N \G s'S 5�,00>, 87•2S m� ;;o N z G7 C3 f En 0 r- = p m m iz p O ZC D m z UQ� N z Z O 0 - -O rpm zm0 2•• �� NrD o mcn m cn U) � r � ' 0 m C, � = r m m m Z z m p Drm o� �� m� m z z r �Oz c m /D p m - m00 0 / p m z 0 r D p p m p D o�� x m �_cn F— D � CA . m O �' D a n z f( z O C7 o fTl v, 0 z 1 \ co I� \ m 4�, O D Cn m o ' C) cn 2 z \. p U) O zm m Z o mx ►� 'u w ) j� Z / Z / �m � z0 w U / D >o / Z I I I � O --WA�p�cn /D<-0oD I 4WD 0N_n pm=mD mmDTm LU CEO? 000z� D . �Jo m D O n �z 0 U) r- m 0 � D r ,ID Cn mpz m mzZD c�0 O D c U) s sue. o �� o, io —mno— z N O O N O FOX WELL 9U1LOING PERMIT NO. 59057-F/ N�-2-BEI G ENVELOPE i EK. 41 FG, 89 COTTAG E ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd· Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0003.2017.POW2 Parcel ID #: 2643-081-02-002 Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): Christof Eigelberger Property Address: 147 Grange Way (house) and 167 Grange Way (guest house) Legal Description: Size of Lot: 2.0 Acres Detached Accessory Unit: YES NO Size of Building: 2,000 ft2 Sq. Ft. Size of Accessory Unit: 1000 ft2 Sq. Ft. This system is designed to serve 5 bedrooms (2 bedrooms in the guest house and 3 bedrooms in the main house) Designed By: All Service Septic Project #: C1265 Dated: 05/26/2017 Phone #: 970-704-0484 Mailing Address: Fax #: Email Address: LTAR: 1.0 (sand filter) Profile Hole Depth: 6.0’ Depth to Groundwater or Bedrock:  6.0’ Minimum Tank Capacity: 1500 gallons Minimum Absorption Area: 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. Sewage will flow via gravity from both residences to a 2000-gallon, two-compartment concrete septic tank with a pump in the second tank. Effluent will be pressure dosed to a mounded 12’ X 63’ unlined sand filter. (see attached approved design sheet) The soil treatment area shall be a minimum of 100’ to all surface water and wells and the system shall be a minimum of 10 to the property line. The sewer lines shall be encased where they are less than 50 feet to any well. 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: 6/21/2017 Expires: 6/21/2018 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: EH/NR 832‐R‐13‐002 Form No OFFICE OF THE STATE ENGINEER GWS25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg 1313 Sherman St Denver Colorado 80203 303 8663581 APPLICANT PATRICK M FOX BOX 83 WOODY CREEK CO 81656 970 9234979 EXST WELL PERMIT NUMBER 59057 F DIV 5 WD38 DES BASIN MD Lot 2 Block Filing Subdiv FOXTROT APPROVED WELL LOCATION PITKIN COUNTY NW 14 NE 14 Section 8 Township 9 S Range 85 W Sixth PM DISTANCES FROM SECTION LINES 1113 Ft from North Section Line 2503 Ft from East Section Line UTM COORDINATES Alnrih inn Fastinn ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1 This well shall be used in such a way as to cause no material injury to existing water rights The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action 2 The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 4022 unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18 3 The denial AD14572 is reversed and the permit is approved pursuant to CRS 37901372and the decree granted for the Fox Well in Division 5 Water Court case no W2184 The operation of this well is subject to the terms and conditions of said decree 4 The use of ground water from this well is limited to domestic for four 4 dwellings and irrigation of three 3 acres of applicants lands 5 The maximum pumping rate of this well shall not exceed 59 GPM 0132 cfs 6 The average annual amount of ground water to be appropriated shall not exceed 61 acrefeet 7 The owner shall mark the well in a conspicuous place with well permit numbers name of the aquifer and court case numbers as appropriate The owner shall take necessary means and precautions to preserve these markings 8 A totalizing flow meter must be installed on this well and maintained in good working order Permanent records of all diversions must be maintained by the well owner recorded at least annually and submitted to the Division Engineer upon request 9 This well shall be located not more than 200 feet from the location specified on this permit and decreed for the Fox Well in case no W2184 10 This well is subject to administration by the Division Engineer in accordance with applicable decrees statutes rules and regulations NOTICE This permit has been approved for a change in location change in use increase in pumping rate and decrease in annual appropriation from that applied for in Items 4 6 and 7 of the permit application form You are hereby notified that you have the right to appeal the issuance of this permit by filing a written request with this office within sixty 60 days of the date of issuance pursuant to the State Administrative Procedures Act See Section 244104through 106 CRS APPROVED CJE State Engineer A NA 0015.2016.PPRE 0006.2017.PBLD F0 Exhibit A 000K x737 RECEIVED Legal Description JUN 232002 4 Nt7 LOT WATER V STATEENGWEEN P VUKOAlPPM A PRRCE OF LNO71TUATE IN LOT AND G OF 5EC S i I 5 R 55 W OF THF xTH P M MOKE rTICULAKL9 JEzKI7EO A PGLL0W7COMMEt ICNG AT A WITNE55 WFNEIZ TO THE NOKTHEST CORfJEM OF jAlp 9EG 9 PjFCS N x02110 E 2715 05 FTj THENCE 9470375 420513 FT THEtICE 5 016 IOCOW 3xCoZ FT THENCE N 7 14 CO W 107 19 PT THENCE h 814GWW 35M02 FT THEWE 55b41COW 7x67fT THENCE 5 7261 co11 V 10730 FT rHENGC 9 39 Ov C0 W 7861 F T THENCF 711IOORW 22414 FT TO THE CENTERLINE OF 11It KOAKII FM4 KIVEtZ THENCE ALAN SAIO CENTER LINE THE FOLLOWING CDUKtEZ AND OltrANC3 N 40401 2 V1 152 vS fT N 7 040 COO W 17000 FT ANr7 N x020C0 W 2355 FT THENCE DEPX71 6 5NP CENiF7 N I NE N 442510E 53005 FT THENCE N x4 5040 E 14146 FT 0 THE POINT OF PEGINNINfCOW ktNG 4174ACKES MOKE Or LEIS 0051.2016.POWT Th e s e do c u m e n t s ar e th e pr o p e r t y of Ei g e l b e r g e r Ar c h i t e c t u r e an d De s i g n . An y un a u t h o r i z e d us e wi t h o u t th e wr i t t e n co n s e n t is pr o h i b i t e d by la w . Ei g e l b e r g e r Ar c h i t e c t u r e an d De s i g n di s c l a i m s re s p o n s i b i l i t y fo r th e do c u m e n t s if us e d wh o l e or in pa r t at an y o t h e r l o c a t i o n . 14 7 G R A N G E W A Y W O O D Y C R E E K C O AP N 2 6 4 3 0 8 1 0 2 0 0 2 Co p y r i g h t © 2 0 1 6 b y EI G E L B E R G E R A R C H I T E C T U R E A N D D E S I G N 11 / 2 3 / 1 6 /U s e r s / e a d / G o o g l e D r i v e / 1 - P R O J E C T E A D / 1 5 0 1 4 - G r a n g e W a y / 5 - A u t o c a d / G r a n g e M a i n H o u s e 1 1 1 2 2 0 1 6 - 2 . d w g SCALE : Plot Date Drawn By Checked By Project No. Date Issue GR A N G E C A B I N 15010 10 2 S Y A C A M O R E A V E | M I L L V A L L E Y | C A | 9 4 9 4 1 IN F O @ E I G E L B E R G E R . C O M | W W W . E I G E L B E R G E R . C O M PH O N E : + 1 - 4 1 5 - 8 1 9 - 6 2 8 4 | F A X : + 1 - 4 1 5 - 3 5 8 - 5 7 7 1 E I G L E B E R G E R A R C H I T E C T U R E A N D D E S I G N PERMIT ISSUE11-15-2016 SEE DRAWING 2015-11-30 CONSTRUCTION MANAGEMENT PLAN SCALE :1"-30'-0" CONSTRUCTION MANAGEMENT PLAN A002 GRANGE CABIN AREA OF WORK 167 GRANGE WAY GRANGE COTTAGE USED AS TEMPORARY CONSTRUCTION TRAILER DUMPSTER LOCATION PORT A POTTY BATHROOM SITE PARKING ON EXISTING GRAVEL DRIVEWAY MATERIAL STORAGE AND STAGING AREA EMERGENCY ACCESS TO SITE CONSTRUCTION FENCING CONSTRUCTION SIGNAGE BUILDING ENVELOPE PROPERTY LINE PROPERTY LINE DEBRI AND DUMPSTER BATHROOMS MATERIAL AND STAGING PARKING CONSTRUCTION FENCE CONSTRUCTION MANAGEMENT PLAN NOTES *NO PARKING OUTSIDE OF THE DESIGNATED ZONE OR ON ADJACENT PROPERTY CONSTRUCTION VEHICLE AND EMERGENCY ACCESS ROAD TO LOWER RIVER ROAD All construction sites are required to have recycling receptacles for cans and bottles and also for cardboard and other recyclable packaging materials. Per Pitkin County Code, any dumpster or other trash receptacle that is used for food refuse must be compliant with the Pitkin County Wildlife Protection Ordinance. All construction waste containers shall be adequately covered at all times until transferred to the landfill. The applicant shall prevent any accumulated debris, litter, or trash on any construction site to blow or scatter onto adjoining properties. 147 GRANGE WAY GRANGE CABIN AREA OF WORK 127 GRANGE WAY 0051.2016.POWT 0051.2016.POWT 0051.2016.POWT 0051.2016.POWT 0051.2016.POWT 0051.2016.POWT 0051.2016.POWT 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 Biotube® ProPak Pump Package™ Technical Data SheetOrenco® 60-Hz Series Pump Packages 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 L/sec), 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 Biotube® ProPak™ pump package components. 4-in. (100-mm) turbine effluent pump Pump motor Pump liquid end Pump vault Support pipe Discharge assembly Float collar Float stem Floats Float bracket Biotube® filter cartridge Vault inlet holes External splice box (Optional; internal splice box comes standard.) Riser lid (not included) Riser (not included) Control panel BPP Pump flow rate, nominal: 20 = 20 gpm (1.3 L/sec) 30 = 30 gpm (1.9 L/sec) 50 = 50 gpm (3.2 L/sec) Control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters 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 Q = cam lock MFV = non-mercury float - Biotube® ProPak™ pump vault 0051.2016.POWT Technical Data SheetOrenco® 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 2 of 4 ProPak™ Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) 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) ProPak™ 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 L/sec) *0.062-in. (1.6-mm) filter mesh available Biotube® filter cartridge (shown with float switch assembly) AA D E B B C E 0051.2016.POWT Technical Data Sheet Orenco® 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 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 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 L/sec. 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 Weight Discharge Impellers gpm (L/sec) in. (mm) lb (kg) in., nominal 1 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) Design Rated Min liquid gpm (L/sec) flow amps cycles/day 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) 1 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® ProPak™ Pump Vault. 10 20 30 40 6050 70 0.63 1.26 1.89 2.52 3.793.15 4.42 140 120 100 80 60 40 20 Flow in gallons per minute (gpm) Flow in liters per second (L/sec) To ta l d y n a m i c h e a d ( T D H ) i n f e e t To ta l d y n a m i c h e a d ( T D H ) i n m e t e r s PF 500511 43 37 30 24 18 12 6 PF 200511 PF 300511 0051.2016.POWT Technical Data SheetOrenco® 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 4 of 4 AUTO OFF MAN NN1 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 120 V, 3/4 hp (0.56 kW), 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 kW), 14 A, single phase, 60 Hz Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 1a. 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, timed-dose (digital timer model shown) 1b 2 3 4 56 1 2 3 4 5 6 0051.2016.POWT 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 PF Series 4-inch (100-mm) Submersible Effluent Pumps Technical Data SheetOrenco® 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. Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run-dry capability with no deterioration in pump life or performance* • Patented 1⁄8-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-SEAL™ 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 - 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) Pump, PF Series Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Voltage, nameplate: 1 = 115* 200 = 200 2 = 230† 4 = 460 Horsepower (kW): 03 = 1⁄3 hp (0.25) 05 = ½ hp (0.37) 07 = ¾ hp (0.56) 10 = 1 hp (0.75) 15 = 1-½ hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Cord length, ft (m):‡ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) * ½-hp (0.37kW) only †220 volts for 50 Hz pumps ‡Note: 20-foot cords are available only for single-phase pumps through 1-½ hp Franklin Super Stainless Motor Franklin Liquid End Discharge Connection Bypass Orifice Suction Connection LR80980 LR2053896 Powered by 0051.2016.POWT Technical Data SheetOrenco® 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 2 of 6 Specifications, 60 Hz Pump Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 De s i g n g p m (L / s e c ) Ho r s e p o w e r (k W ) Ph a s e Na m e p l a t e vo l t a g e Ac t u a l v o l t a g e De s i g n f l o w am p s Ma x a m p s Im p e l l e r s Di s c h a r g e s i z e an d m a t e r i a l 1 Le n g t h , i n . ( m m ) Mi n . l i q u i d l e v e l , 2 in . ( m m ) We i g h t , 3 l b ( k g ) Ra t e d c y c l e s / d a y 0051.2016.POWT Technical Data Sheet Orenco® 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 Specifications, 60 Hz (continued) Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5, 7, 8 50 (3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5, 8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6,7,8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,6,7,8 50 (3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75 (4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 ¼ 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 ¼ in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5, 6 10 (0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼ 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 ¼-in. NPT GFP discharge is 2 7⁄8 in. octagonal across flats; the 1 ¼-in. NPT SS discharge is 2 1⁄8 in. octagonal across flats; and the 2-in. NPT SS discharge is 2 7⁄8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option (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. De s i g n g p m (L / s e c ) Ho r s e p o w e r (k W ) Ph a s e Na m e p l a t e vo l t a g e Ac t u a l v o l t a g e De s i g n f l o w am p s Ma x a m p s Im p e l l e r s Di s c h a r g e s i z e an d m a t e r i a l 1 Le n g t h , i n . ( m m ) Mi n . l i q u i d l e v e l , 2 in . ( m m ) We i g h t , 3 l b ( k g ) Ra t e d c y c l e s / d a y 0051.2016.POWT Technical Data SheetOrenco® 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 4 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 deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221˚ F (95-105˚ C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump’s optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco’s PumpSelect™ software. Pump Curves, 60 Hz Models Tot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 24 81012141660 800 700 600 500 400 300 200 100 PF1005-FC w/ ¼" flow controller PF10 Series, 60 Hz, 0.5 - 2.0 hp PF1007 PF1010 PF1020 PF1005 Tot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 36 12 15 18 21 2490 160 140 120 100 80 60 40 20 0 PF1503 PF15 Series, 60 Hz, 0.3 hp 0051.2016.POWT Technical Data Sheet Orenco® 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 Tot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 5102025303540150 400 350 300 250 200 150 100 50 0 PF2005 PF2010 PF2015 PF20 Series, 60 Hz, 0.5 - 1.5 hp Tot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 510202530354045150 800 900 700 600 500 400 300 200 100 0 PF3005 PF3007 PF3010 PF3015 PF3020 PF3030 PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp Tot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 450 400 350 300 250 200 150 100 50 0 10 02040506070809030 PF5050 PF5030 PF5015 PF5010 PF5007 PF5005 PF50 Series, 60 Hz, 0.5 - 5.0 hp Tot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 10 20 40 50 60 70 80 90 100300 80 90 100 70 60 50 40 30 20 10 0 PF75 Series, 60 Hz, 1.0 - 1.5 hpPF7515 PF7510 60 Hz Models (continued) 0051.2016.POWT Technical Data SheetOrenco® 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 6 of 6 To ta l d y n a m i c h e a d ( T D H ) i n m e t e r s To ta l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.90.80.70.60.50.40.30.20.10 13119.57.96.34.83.21.6 120 100 80 60 40 20 0 160 180 140 394 328 262 197 131 66 525 459 PF100552 PF100752 PF101552 PF1005-FC w/ 6mm flow controller PF10 Series, 50 Hz, 0.37 - 1.11 kW To ta l d y n a m i c h e a d ( T D H ) i n m e t e r s To ta l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.8 1.2 1.6 2.0 2.40.40 13 19 25 326.3 60 80 100 120 40 20 0 197 262 328 131 66 PF301552 PF301052 PF300752 PF300552 PF30 Series, 50 Hz, 0.37 - 1.11 kW Tot a l d y n a m i c h e a d ( T D H ) i n m e t e r s Tot a l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.5 1.0 2.0 2.5 3.0 3.5 4.0 4.51.50 7.9 16 32 40 48 56 6324 40 45 35 30 25 20 15 10 5 0 131 115 98 82 66 49 33 16 PF501552 PF501052 PF500752 PF500552 PF50 Series, 50 Hz, 0.37 - 1.11 kW Tot a l d y n a m i c h e a d ( T D H ) i n m e t e r s Tot a l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.6 1.2 2.4 3.0 3.6 4.2 5.44.8 6.01.80 10 19 4838 57 67 76 8629 27 30 24 21 18 15 12 9 6 3 0 89 79 69 59 49 39 30 20 PF751052 PF75 Series, 50 Hz, 0.75 kW Pump Curves, 50 Hz Models 0051.2016.POWT December 4, 2016 Project No. C1265 Cristof Eigelberger cristof@eigelberger.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Cabin + 2-Bedroom Cottage 147 & 167 Grange Way Pitkin County, Colorado Cristof, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.07-acre property is located in Woody Creek, in an area where OWTSs and wells are necessary. The legal description of the property is Lot 2, Foxtrot Subdivision. Parcel ID: 2643-081-02-002 SITE CONDITIONS The property is currently developed with two structures. 147 Grange Way is referred to as the “Cabin” and will have 3-bedrooms. 167 Grange Way is referred to as the “Cottage” and will have 2-bedrooms. The existing OWTSs serving the residences will be abandoned. The site slopes slightly to the south toward the Roaring Fork River until just beyond the structures where it drops steeply. The area of the proposed soil treatment area (STA) is relatively flat and is an open field area covered with native grasses. The structures are served by an existing well, located between the buildings. The proposed septic tank will be located at least 50-feet from the well and the proposed STA will be located at least 100-feet from the well. The Walton Ditch runs along the northeastern portion of the property. The STA must be located at least 50-feet from the ditch. SUBSURFACE The subsurface was investigated on November 22, 2016 by digging two soil profile test pit excavations (Test Pits). A mini-excavator was used to excavate the test pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation. The materials encountered in Test Pit #1 consisted of medium to reddish brown sandy loam topsoil to 2.0-feet, underlain by medium brown sand with cobbles greater than 35% in volume to a maximum depth explored of 6.0-feet. No bedrock or groundwater was encountered. Digging became difficult beyond 6.0- feet due to the number of rocks and small equipment. 0051.2016.POWT Page 2 The materials encountered in Test Pit #2 (further uphill on the northern portion of the property) consisted of medium to reddish brown sandy loam topsoil to 1.0-foot, underlain by medium brown sand with cobbles greater than 35% in volume to a maximum depth explored of 5.0-feet. No bedrock or groundwater was encountered. Digging became difficult beyond 6.0-feet due to the number of rocks and small equipment. A tactile analysis of the soils was taken from Test Pit #1 at 1-foot below grade and 3-feet below grade. The topsoil formed a ball and a weak ribbon less than 1-inch in length before breaking. Soil structure shape was granular to blocky, soil structure grade was loose to moderate, and consistence was friable. The texture of the topsoil was gritty. This soil is classified as Soil Type 2, Sandy Loam. The material underlying the topsoil formed a ball, but did not form a ribbon. Soil structure shape was granular, soil structure grade was loose, and consistence was loose. The texture of the topsoil was gritty. Rock content in this soil horizon was greater than 35%. This soil is classified as Soil Type 0. A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. We will be utilizing the native Soil Type 2 Sandy Loam topsoil (minimum 1-foot), in addition to 2-feet of sand filter material. The LTAR is based on TL3 for Soil Type 2 underlying 2-feet of sand filter material. The unlined sand filter has been designed to create 3-feet of suitable soil above Soil Type 0. Test Pit #1 (located north of driveway) Backfill Rock content greater than 35% Sieved sample of rocky horizon (sand) 0051.2016.POWT Page 3 Test Pit #2 (located on northern /uphill portion of property) DESIGN SPECIFICATIONS The OWTS design is based on 5-bedrooms. A design flow of 750 GPD will be used. Design Calculations: 5 bedrooms x 75 GPD x 2 people/bedroom = 750 GPD Septic Tank Capacity = 5 bedrooms = Min. 1500 gallons STA Calculations = 750 GPD / 1.0 SF/gallon (TL3 Soil Type 2) = 750 SF 12’ x 63’ unlined sand filter (min. 2’ sand filter material over min. 1’ Sandy Loam) Sewer lines from both residences must be encased within 50-feet of the well (see Encasement Detail 3/W4.0). We also recommend any sewer line under the driveway be well-bedded with screened rock with a minimum fall of 2%, covered with blue board insulation for additional protection from freezing. Where the sewer lines come together, a clean out should be installed. The system installation will include a 2000-gallon, two-compartment concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5-inch diameter pump line to a mounded, 12’ x 63’ unlined sand filter. The excavation for the sand filter will begin at native grade and vegetation must be scarified to achieve a level base for the sand filter. The mound will consist of a minimum of 2-feet of sand filter material. 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. Pipes used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2 ½-inch screen and must be retained on a ¾-inch screen. The manifold must be 1.5-inches in diameter. Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifice holes facing down, spaced 4-feet on center. Laterals will be separated by 3-feet. Each 1.5-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mound must have a minimum 3:1 slope (horizontal:vertical); therefore, the basal area will extend approximately 12-feet beyond the sand filter on all sides (with a mound height of 4-feet above native grade). 0051.2016.POWT Page 4 Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. 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. PERMIT APPLICATION INSTRUCTIONS Applications may be submitted to Pitkin County Environmental Health Department electronically. The following are links to the required OWTS Construction Permit Application and Checklist. Checklist: http://www.pitkincounty.com/DocumentCenter/Home/View/626 Application: http://www.pitkincounty.com/DocumentCenter/Home/View/627 Complete instructions are enclosed. More information can be obtained from Pitkin County Environmental Health Department 970-920-5438 or 970-920-5076. 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. 0051.2016.POWT Page 5 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 installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS 0051.2016.POWT Pump Selection for a Pressurized System - Single Family Residence Project Eigelberger / 147 & 167 Grange Way Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 55 40 1.50 None 5 6 40 1.50 3 62 40 1.50 5/32 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.68 48 32.6 3 1.6 5.2 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 7.4 3.4 0.0 0.1 0.2 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 5.8 0.6 19.7 26.1 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 32.6 21.1 gpm feet 0 5 10 15 20 25 30 35 40 0 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: 0051.2016.POWT Th e s e do c u m e n t s ar e th e pr o p e r t y of Ei g e l b e r g e r Ar c h i t e c t u r e an d De s i g n . An y un a u t h o r i z e d us e wi t h o u t th e wr i t t e n co n s e n t is pr o h i b i t e d by la w . Ei g e l b e r g e r Ar c h i t e c t u r e an d De s i g n di s c l a i m s re s p o n s i b i l i t y fo r th e do c u m e n t s if us e d wh o l e or in pa r t at an y o t h e r l o c a t i o n . 14 7 G R A N G E W A Y W O O D Y C R E E K C O AP N 2 6 4 3 0 8 1 0 2 0 0 2 Co p y r i g h t © 2 0 1 6 b y EI G E L B E R G E R A R C H I T E C T U R E A N D D E S I G N 11 / 2 3 / 1 6 /U s e r s / e a d / G o o g l e D r i v e / 1 - P R O J E C T E A D / 1 5 0 1 4 - G r a n g e W a y / 5 - A u t o c a d / G r a n g e M a i n H o u s e 1 1 1 2 2 0 1 6 - 2 . d w g SCALE : Plot Date Drawn By Checked By Project No. Date Issue GR A N G E C A B I N 15010 10 2 S Y A C A M O R E A V E | M I L L V A L L E Y | C A | 9 4 9 4 1 IN F O @ E I G E L B E R G E R . C O M | W W W . E I G E L B E R G E R . C O M PH O N E : + 1 - 4 1 5 - 8 1 9 - 6 2 8 4 | F A X : + 1 - 4 1 5 - 3 5 8 - 5 7 7 1 E I G L E B E R G E R A R C H I T E C T U R E A N D D E S I G N PERMIT ISSUE11-15-2016 SEE DRAWING 2015-11-30 SITE PLAN SURVEY A100 0051.2016.POWT