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Home My WebLink About734 Hooks Spur - 246503400014Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-030091-2024 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Final Issue Date: 8/6/2024 Expires: 4/14/2025 On-Site Wastewater Treatement System Project Address Parcel Number 734 HOOKS SPUR RD, BASALT AREA,246503400014 Owner Information Address Laura Smith Phone: Cell: Email: lsmith@aspenmusic.org Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email CBO Septic Consulting, Carla Ostberg (970) 309-0525 carla.ostberg@gmail.com Contractor License Number Phone Email All Valley Resources brianflynn245@comcast.c om (970) 309-2425OWTSPL-000247-20 23 Permitted Construction / Details: This system is designed to replace the existing, undocumented system. The tank for the previous system must be removed or abandoned in accordance with Eagle County OWTS regulation 43.9.C. Install the replacement system exactly as depicted in the CBO Septic Consulting design dated July 21, 2024, signed and stamped by Kachayla Cronk, PE. The new system is sized to accommodate the maximum daily flows for a 4 bedroom residence and a potential 1 bedroom ADU to be constructed at a future date. The new OWTS consists of a 4” sewer line from the residence that will be connected to a new SDR35 sewer line that extends to the primary tank. The primary tank will be an Infiltrator IM 1530, 2 compartment, 1500 gallon, septic tank with an effluent filter in the outlet tee. Effluent will flow from the primary tank to an Infiltrator IM 540, single compartment poly pump chamber equipped with an Orenco BPP30DD Biotube Pump Package, with an Orenco PF3005 pump to pressure dose effluent to the Soil Treatment Area. The STA will consist of 2 beds, each bed will contain three rows of 11 infiltrator quick 4 plus chambers for a total of 66 chambers. An Orenco model V6402 ADV, located at the high point of the system, will be used to evenly distribute effluent to the STA beds. 1.5” distribution laterals will be used with orifice size and spacing as indicated in PE design. Flushing assemblies must be present at the distal end of each lateral. Inspection ports must be present at the corners of each bed. Flushing assemblies and inspection ports must be accessible at grade. Maintain setbacks to all irrigation ditches and property lines as noted in approved plans. APPROVAL OF OWTS PLANS DOES NOT IMPLY THAT ADU WILL BE APPROVED BY EAGLE COUNTY. This permit only indicates that the OWTS is sized to accommodate and ADU if approved in the future. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. Tuesday, January 28, 2025 1 THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Kirk Weems Date August 06, 2024 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, January 28, 2025 2 CBO Inc. 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com January 21, 2025 Project No. C1893 Laura Smith lsmith@aspenmusic.org Onsite Wastewater Treatment System (OWTS) Installation Observations 734 Hooks Spur Road Eagle County, Colorado Permit No. OWTS-030091-2024 Laura, CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on December 19, 2024 for the subject property. Ridgeline Landworks installed the system. The OWTS design is based on 4-bedrooms in the residence and 1 -bedroom in a future ADU. An average daily wastewater flow of 675 GPD was used. The future location and elevation of the ADU had not been determined at the time of this design. The existing septic tank was pumped and abandoned by crushing the top, bottom, and sides and filling the void with onsite material. The existing drywell was also abandoned. Setbacks to both the well and the ditch were verified. The small ditch laterals that runs to the south of the soil treatment area (STA) is not in use and should be filled in to avoid any future use. The depth of the new septic tanks exceeded 4-feet of cover to the top of the septic tanks by 6 to 12- inches. In order to mitigate the additional weight of the backfill soils, per manufacturer recommendations, blue board was installed on the top of the septic tanks (see photos). The new 4-inch SDR-35 sewer line extended from the existing sewer line with a double-sweep clean out and a minimum 2% grade to the new septic tank. The system installation included a 1500-gallon, two-compartment Infiltrator® poly septic tank with an Orenco ® Biotube Effluent Filter followed by a 500-gallon, single-compartment Infiltrator® poly pump chamber with an Orenco ® ProPak and an Orenco® PF3005 pump. The floats should were set to dose approximately 78 gallons each pump cycle. The filters in the second compartment of the first septic tank and in the pump chamber must be cleaned annually, or as needed. The control panel for the pump is located within line of sight of the septic tank. Start up of the pumping system was performed by Ridgeline Landworks. The electrical connections were made by Lee Ingram. Effluent is pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco® automatic distributing valve (ADV), model 6402. The ADV was placed at a high point in the system in an insulated riser with access from grade. Effluent is pressure dosed through 1.5-inch diameter pipes to two gravelless chamber beds, each with 3 rows of 11 ‘Quick 4’ Plus Standard Low Profile Infiltrator® chambers, for a total of 66 chambers and 792 square feet of infiltrative area. Laterals, which were hung with zip ties from the underside of the chambers, have 5/32-inch diameter orifices facing up, with the exception of the first and last orifices facing down for drainage. Orenco® Orifice Shields were placed under each downward-facing orifice. The orifices were drilled 3-feet on center. Each lateral ends in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. Inspection ports were placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. CBO Inc. should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent on the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS Blue board used to mitigate burial depth exceeding 4’, per manufacturer recommendations Actual burial depth between 4.5’ and 5’ to top of tank View of tanks prior to setting blue board Effluent Filter (handle extension installed) View of chamber beds View of flushing valves View of manifolds ADV Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-030091-2024 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 8/6/2024 Expires: 12/4/2024 On-Site Wastewater Treatement System Project Address Parcel Number 734 HOOKS SPUR RD, BASALT AREA,246503400014 Owner Information Address Laura Smith Phone: Cell: Email: lsmith@aspenmusic.org Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email CBO Septic Consulting, Carla Ostberg (970) 309-0525 carla.ostberg@gmail.com Contractor License Number Phone Email All Valley Resources brianflynn245@comcast.c om (970) 309-2425OWTSPL-000247-20 23 Permitted Construction / Details: This system is designed to replace the existing, undocumented system. The tank for the previous system must be removed or abandoned in accordance with Eagle County OWTS regulation 43.9.C. Install the replacement system exactly as depicted in the CBO Septic Consulting design dated July 21, 2024, signed and stamped by Kachayla Cronk, PE. The new system is sized to accommodate the maximum daily flows for a 4 bedroom residence and a potential 1 bedroom ADU to be constructed at a future date. The new OWTS consists of a 4” sewer line from the residence that will be connected to a new SDR35 sewer line that extends to the primary tank. The primary tank will be an Infiltrator IM 1530, 2 compartment, 1500 gallon, septic tank with an effluent filter in the outlet tee. Effluent will flow from the primary tank to an Infiltrator IM 540, single compartment poly pump chamber equipped with an Orenco BPP30DD Biotube Pump Package, with an Orenco PF3005 pump to pressure dose effluent to the Soil Treatment Area. The STA will consist of 2 beds, each bed will contain three rows of 11 infiltrator quick 4 plus chambers for a total of 66 chambers. An Orenco model V6402 ADV, located at the high point of the system, will be used to evenly distribute effluent to the STA beds. 1.5” distribution laterals will be used with orifice size and spacing as indicated in PE design. Flushing assemblies must be present at the distal end of each lateral. Inspection ports must be present at the corners of each bed. Flushing assemblies and inspection ports must be accessible at grade. Maintain setbacks to all irrigation ditches and property lines as noted in approved plans. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. Tuesday, August 6, 2024 1 THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Kirk Weems Date August 06, 2024 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, August 6, 2024 2 832‐R‐13‐002 Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: INSP-537154-2024 Permit Number: OWTS-030091-2024 Inspection Date: 12/18/2024 Inspector: Weems, Kirk Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Major RepairOwner:Emma Neighborhood Collaborative Job Address:734 HOOKS SPUR RD IVR Pin Number:202316 BASALT AREA, CO Project:<NONE> Parcel Number:246503400014 Contractor:Phone: (970) 300-3309 / Cell: (970) 309-2425All Valley Resources Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank 12/18/2024 - New tank in place and old tank decommisioned in place by puncture and backfill. Added Item: Record Drawing Received 01/27/25 Added Item: Record Photos Received 01/27/25 Added Item: Site and Soil 12/18/2024 - Received as part of system design document. CBO Inc is the competent tech. Added Item: Final Certification Letter Received 01/27/25 Added Item: General Plan 12/18/2024 - Components are generally installed according to approved plan. Added Item: Soil Treatment Area (STA) 12/18/2024 - Excavation for beds appeared to be less than the required 6' separation. Requested that southern(?) bed be moved/extended to allow for 6' separation between endcaps of infiltrator rows. Added Item: Identification of Systems Contractor Trevor Farmen, Ridgeline Landworks. Tuesday, January 28, 2025 For more information visit: http://www.eaglecounty.us Page 1 of 2 Tuesday, January 28, 2025 For more information visit: http://www.eaglecounty.us Page 2 of 2 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com July 21, 2024 Project No. C1893 Laura Smith lsmith@aspenmusic.org Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence + Future 1-Bedroom Accessory Dwelling Unit (ADU) 734 Hooks Spur Road Eagle County, Colorado Laura, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.21-acre property is located outside of Basalt, in an area where OWTSs and wells are necessary. Legal Description: Tract: 47 Section: 3 Township: 8 Range: 87 PCLIN BK-0221 PG-0237 Parcel ID: 2465-034-00-014 SITE CONDITIONS The property is currently developed with a 4-bedroom that is served by an existing OWTS. The system is experiencing slow draining and there is a desire to upgrade the OWTS. The existing OWTS components will be abandoned and replaced with the components outlined in this design. There is a private well on the property located near the western property boundary. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet form the proposed soil treatment area (STA). The proposed soil treatment area (STA) location is relatively flat. The proposed area is vegetated with native grasses. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on June 3, 2024 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in Test Pit #1 consisted of dark brown topsoil to 2.0-feet, underlain by medium 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 brown sandy loam to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was gritty. The soil is consistent with Soil Type 2, Sandy Loam, with moderate structure grade. A long-term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA. Beginning of Test Pit #1 Sieved sample Ribbon less than 1-inch Page 3 Test Pit #1 Test Pit #2 Backfill Page 4 Test Pit #2 DESIGN SPECIFICATIONS The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top, bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in place. It should be noted that the existing septic tank has 4-feet of risers. Page 5 4’ of risers on existing septic tank Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 75 GPD (4th Bedroom) + 150 GPD (1- bedroom ADU) = 675 GPD LTAR = 0.6 GPD/SF 675 GPD / 0.6 GPD/SF = 1125 SF 1125 SF x 1.0 (pressure dosed, bed) x 0.7 (chambers) = 787.5 SF The OWTS design is based on 4-bedrooms in the residence and 1-bedroom in a future ADU. An average daily wastewater flow of 675 GPD will be used. The future location and elevation of the ADU had not been determined at the time of this design. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ as the elevation of the sewer line where it will enter the new septic tank. It is of note that the existing septic tank elevation is 4-feet below native grade (to top of septic tank). CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Approximate horizontal distance 74’ / min. 2% fall / min. 18.5” fall Automatic Distributing Valve Approximate horizontal distance 28’ / min. 1% rise / min. 3.5” rise Infiltrative Surface Approximate horizontal distance 5’ / min. 1% fall to STA / min. 0.625” fall *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. Minimum grade refers to piping between components. We recommend using a camera to verify the condition and depth of the existing sewer line from the residence to the existing septic tank. Efforts should be made to connect to the existing sewer line at a shallower depth than the existing sewer line to minimize cover over the new septic tank. The depth of the new septic tank may not exceed 4-feet of cover to the top of the septic tank. A new 4-inch SDR-35 sewer line should extend the existing sewer line with a double-sweep clean out and a minimum 2% grade to the new septic tank. The system installation will include a 1500-gallon, two -compartment Infiltrator® poly septic tank with an Orenco ® Biotube Effluent Filter followed by a 500-gallon, single-compartment Infiltrator® poly pump chamber with an Orenco® ProPak and an Orenco® PF3005 pump. The floats should be set to dose approximately 78 gallons each pump cycle, allowing approximately 3 gallons of drain back. The control panel for the pump must be located within line of sight of the septic tank. An electrician will be Page 6 responsible for wiring the pumping system and the contractor will be responsible for connecting the plumbing. This office should be contacted for start up of the system to verify its functioning and to perform a squirt test prior to use of the system. Pump Table Dose Range Max = 171.75 gal. (675 GPD x 25% + 3 gal drain back) Min. 63 gal. (15 gal x 4) + 3 gal drain back Dose Setting 78 gallons/dose 3 gallons drain back (28’ / 1.5” diameter pump line) Float Separation 500 gallon single-compartment Infiltrator® poly pump chamber 6” on/off float separation Pump Criteria 30.5 gallons per minute (GPM) 24.6 feet total dynamic head (TDH) Effluent will be pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco® automatic distributing valve (ADV), model 6402. This pump line must have a minimum 1% grade for proper drain back into the tank after each pump cycle. The ADV must be placed at a high point in the system in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes exiting the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through 1.5-inch diameter pipes to two gravelless chamber beds, each with 3 rows of 11 ‘Quick 4’ Plus Standard Low Profile Infiltrator® chambers, for a total of 66 chambers and 792 square feet of infiltrative area. Effluent will be pressure dosed to 1.5-inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. Orenco® Orifice Shields may be placed under each downward-facing orifice. The orifices must be placed 3-feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Infiltrator® IM 1530-2CP 1500-gallon, 2- compartment poly septic tank Effluent Filter Orenco® 4-inch diameter effluent filter (Full Size) Pump Chamber Infiltrator® IM 540-HH 500-gallon, single- compartment poly pump chamber Pump Orenco® PF300511 ½ HP 120 Volt Biotube ProPak Pump Package Orenco® BPP30DD Vault, Filter, Control Panel (demand dose) Page 7 Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) ADV Orenco® V6402A 1.5” Inlet and Outlets ADV Riser and Lid Orenco® Double-walled PVC Risers and Lids (30” diameter) Orifice Shields Orenco® 12 orifice shields Flushing Assembly Orenco® 1.5” diameter (2) 45° or 90° long sweep only (6 total) Chambers Infiltrator® ‘Quick 4’ Low Profile 66 ‘Quick 4’ Standard Plus Low Profile chambers Construction must be according to the jurisdiction’s adopted On-Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to the Eagle County Environmental Health Department. https://www.eaglecounty.us/environmentalhealth/septicsystems All questions regarding permit submission can be directed to Eagle County Environmental Health Department, 970-384-9813 or environment@eaglecounty.us. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. 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. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. 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 irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. Page 8 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 the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. 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 the 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. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 9 Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS Pump Selection for a Pressurized System - Single Family Residence Project 734 Hooks Spur Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size 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 28 40 1.50 6402 5 40 1.50 4 6 40 1.50 6 44 40 1.50 5/32 3 5 None 0 inches feet 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 Before Valve Transport Velocity After Valve 0.68 45 30.5 3 1.0 4.8 4.8 gpm gpm % fps fps Frictional Head Losses Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 6.5 1.5 7.1 0.3 0.1 0.1 0.0 0.0 feet feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 2.9 0.5 0.6 13.9 2.9 15.1 gals gals gals gals gals gals 30.5 24.6 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: 4,514 752.3 Map Viewer This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. 3,5081: Feet5850 Legend 292 Notes Location 585 Date Prepared: 7/23/2024 2:16:51 PM Well Constructed Final Permit Ground Water Geophysical Log County S 37°59'00" E 429.30'N 87°58'32" W 239.20'N 02°27'00" W 349.36'N 02°27'00" W 199.29'OEOE OE OE OE OE OEOEXXX X X XXXXX XXXXXXXXXXXXXX X X X X X X X X X X X X X X XXXXXX36.0'24.0'36.0'24.0'8.2'10.8'XXXXXOE E7.7'13.0'16.9'14.0'WFND 58" REBAR WITH1.5" ALUMINUM CAP,ILLEGIBLE; 0.2'ABOVE GROUNDPOSITION HELDFND 58" REBAR WITH 1.5"ALUMINUM CAP, ILLEGIBLE;0.2' BELOW GROUND ANDUNDER WATER BEARSN28°10'39"E 0.52' POSSIBLYDISTURBEDFND 58" REBAR WITH 1.25"ORANGE PLASTIC CAP, PLS14111; 0.5' ABOVE GROUNDBEARS S32°19'32"W 1.67'POSSIBLY DISTURBEDFND 58" REBAR WITH 1.25"RED PLASTIC CAP, PLS14060; 0.3' BELOW GROUNDPOSITION HELDWOODSHEDPLAYHOUSE7.5'8.6'GATEFENCE(TYPICAL)WELLSEPTICLIDSDITCHDITCHDITCHDITCHFENCEDAREAGATE4" PVCFENCEGRAVELDRIVEWAYOVERHEADELECTRICLINE (TYP.)ELECTRICMETERGUY WIREANCHOR (TYP.)UTILITYPOLE (TYP.)GATEWALKING/RIDING PATH - ASPHALTGARAGEWOODSHEDSSEE HOUSEDETAIL AREA96,567 SQ. FT.±2.217 ACRES±ZONING: RESOURCE29.881.1231.1S 05°54'43" W 1 9 5 . 6 3 'S 37°59'00" E 29.98'SOUTHWESTERLYRIGHT-OF-WAY FORD&RGW RAILROADFOUND RFTAR.O.W. LATH(TYPICAL)(BASIS OF BEARING)20' OVERHEADELECTRICEASEMENT PERBK 576 PG 32012.512.512.550.05.735.450' FRONT SETBACK12.5' SIDE SETBACK12.5' REAR SETBACK12.5' SIDE SET B A C K PARCEL 1PARCEL 20.37.6EWOOD DECKGATESTEPSCONCRETESPACANTILEVERGATELANDSCAPEBORDERELECTRICMETERIRRIGATIONSUMP & PUMPLANDSCAPEBORDERLANDSCAPEBORDER734 HOOKS SPUR ROADTRI-LEVELWOOD & METAL SIDINGCONCRETEPATIOCONCRETE WALKGRAVELDRIVEWAYGRAVELDRIVEWAYGRAVELDRIVEWAY1' TRENCH DRAINWWELL24.3'19.8'4.0'13.0'5.0'21.1'6.0'36.7'27.3'30.2'9.9'20.1'9.9'40.3'FENCEGGAS METERIRRIGATIONSUMP & PUMPXXXXXX X X X X X X X X X X X X XXNOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTIONBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTDISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT INTHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON.ByNO.DateProject NO.RevisionDrawn By:Checked By:Date:Computer File:P.O. Box 1746Rifle, CO 81650Phone (970) 625-1954Fax (970) 579-7150www.peaksurveyinginc.comSNWEPeak Surveying, Inc.Est. 2007210801 OF 1LAURA SMITHEAGLE COUNTY, COLORADOIMPROVEMENT SURVEY PLATSIT IN TR 47 & 54, S3, T8S, R87W743 HOOKS SPUR ROADJGJRNSEPTEMBER 07, 2022080IMPROVEMENT SURVEY PLATA PARCEL OF LAND SITUATED IN TRACT 47 & 54, SECTION 3, TOWNSHIP 8 SOUTH,RANGE 87 WEST OF THE 6TH PRINCIPAL MERIDIANCOUNTY OF EAGLE, STATE OF COLORADOPROPERTY DESCRIPTIONA PARCEL OF LAND IN TRACT 47 IN SECTION 3, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE 6THPRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT WHENCE THE WITNESS CORNER SET FOR THE SE CORNER OF TRACT 53 BEARSS 40°40'54" E 3727.06 FEET; THENCE N 02°27'00" W 349.36 FEET TO THE SW RIGHT-OF-WAY OF THE D&RGWRAILROAD; THENCE ALONG SAID RIGHT-OF-WAY S 37°59'00" E 429.30 FEET; THENCE S 87°33'00" W 249.50FEET TO THE POINT OF BEGINNING.PARCEL 2A PARCEL OF LAND SITUATED IN TRACT 54, SECTION 3, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE6TH PRINCIPAL MERIDIAN, WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT WHENCE THE WITNESS CORNER SET FOR THE SOUTHEAST CORNER OF TRACT53 BEARS S 40°40'54" E 3727.06 FEET; THENCE ALONGSIDE THE EXISTING FENCE N 87°33'00" E 249.50 FEETTO A POINT THAT INTERSECTS THE SOUTHWESTERLY RIGHT-OF-WAY OF THE D&RGW RAILROAD;THENCE ALONG SAID RIGHT-OF-WAY S 37°59'00" E 29.98 FEET TO A POINT; THENCE LEAVING SAIDRIGHT-OF-WAY AND ALONGSIDE AN EXISTING FENCE S 05°54'43" W 195.63 FEET TO A POINT; THENCE N87°58'32" W 239.20 FEET TO A POINT; THENCE N 02°27'00" W 199.29 FEET TO THE POINT OF BEGINNING.NOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDINGSETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THETITLE COMMITMENT PREPARED BY COMMONWEALTH A LAND AMERICA COMPANY, CASE NO.B4460C, EFFECTIVE JANUARY 12, 2006.2) THE DATE OF THIS SURVEY WAS JUNE 25, 2021.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S37°59'00"E BETWEEN THE 5/8" REBARWITH 1.5" ALUMINUM CAP, ILLEGIBLE, FOUND IN PLACE AT THE NORTHERN PROPERTY CORNERAND THE 5/8" REBAR WITH 1.25" RED PLASTIC CAP, PLS 14060, FOUND IN AT THE NORTHEASTERLYAS SHOWN HEREON.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE WARRANTY DEED RECORDED MARCH 08, 2006 AS RECEPTIONNO. 200605970, SUBDIVISION EXEMPTION PLAT RED RIDGE SUBDIVISION EXEMPTION RECORDEDJANUARY 29TH, 2013 AS RECEPTION NO. 201301849 AND THE WARRANTY DEED RECORDEDJANUARY 06, 2014 AS RECEPTION NO. 201400205 IN THE EAGLE COUNTY CLERK AND RECORDER'SOFFICE AND CORNERS FOUND IN PLACE.6) ACCORDING TO THE EAGLE COUNTY PLANNING & ZONING DEPARTMENT, THE PROPERTY ISCURRENTLY ZONED RESOURCE. THE LAND USE REGULATIONS LIST THE FOLLOWING SETBACKS,HOWEVER ZONING AND SETBACKS SHOULD BE VERIFIED WITH THE PROPER GOVERNINGAUTHORITY PRIOR TO ANY CONSTRUCTION OR CRITICAL DESIGN.MINIMUM FRONT YARD SETBACK: ARTERIAL STREET - 50', COLLECTOR STREET - 50', LOCALSTREET - 25'MINIMUM REAR YARD SETBACK: THE GREATER OF 12.5' OR HALF THE HEIGHT OF THE TALLESTBUILDING ON THE LOTMINIMUM SIDE YARD SETBACK: THE GREATER OF 12.5' OR HALF THE HEIGHT OF THE TALLESTBUILDING ON THE LOTNESW0306090120150180210240270300330P e ak S urveying, Inc.030306012015SUBJECTPROPERTYVICINITY MAPSCALE: 1" = 2000'IMPROVEMENT SURVEY STATEMENTI, JASON R. NEIL, HEREBY CERTIFY TO LAURA SMITH THAT I AM A PROFESSIONAL LANDSURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THISIMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE,INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS IMPROVEMENTSURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTYPERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON JUNE 25, 2021; THAT THISIMPROVEMENT SURVEY PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED ORIMPLIED; THAT, IN THE PREPARATION OF THIS IMPROVEMENT SURVEY PLAT, I RELIED UPONTHE TITLE COMMITMENT PREPARED BY COMMONWEALTH A LAND AMERICA COMPANY, CASENO. B4460C, DATED EFFECTIVE JANUARY 12, 2006; THAT THE LOCATION AND DIMENSIONS OFALL BUILDINGS, IMPROVEMENTS, EASEMENTS, RIGHTS OF WAY IN EVIDENCE OR KNOWN TOME AND ENCROACHMENTS BY OR ON THE REAL PROPERTY AND MATTERS REFERENCED INSAID TITLE COMMITMENT CAPABLE OF BEING SHOWN ARE ACCURATELY SHOWN, AND THATTHIS PLAT IS IN ACCORDANCE OF AN IMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S.§38-51-102(9). DATED: SEPTEMBER 07, 2022 BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND ON BEHALF OF PEAK SURVEYING, INC.HOUSE DETAIL AREASCALE: 1" = 10'COL O R ADO LICENSEDPROFESSIONAL LAND S U RVEYO R JAS O N R. NEIL37935 SMITH, LAURA E. 734 HOOKS SPUR RD BASALT, CO 81621-9356 Account: R028280 Tax Area: SC007 - EL JEBEL (AREA) - SC007 Acres: 2.210 Parcel: 2465-034-00-014 Situs Address: 734 HOOKS SPUR RD BASALT AREA, 0 Value Summary Value By:Market Override Land (1)$600,000 N/A Single Family Residence (1) $2,228,820 $1,692,290 Extra Feature (1)$4,190 N/A Extra Feature (2)$3,520 N/A Total $2,836,530 $2,300,000 Legal Description Tract: 47 Section: 3 Township: 8 Range: 87 PCLIN BK-0221 PG-0237 Public Remarks Entry Date Model Remark Land Occurrence 1 Single Family Residence Occurrence 1 Extra Feature Occurrence 1 Extra Feature Occurrence 2 Sale Data Doc. #Sale Date Deed Type Validity Verified Sale Price Ratio Adj. Price Ratio Time Adj. Price Ratio 9 03/08/2006 WD QV Y $785,000 292.99 $785,000 292.99 $785,000 292.99 Property Record Card Eagle A#: R028280 P#: 246503400014 As of: 06/27/2024 Page 1 of 4 Land Occurrence 1 Abstract Code 1112 - SINGLE FAM.RES.-LAND Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1044 - BASALT Land Code 6581 - NEW BASALT Super Neighborhood 900 - BASALT / EL JEBEL AREA Size 2.21 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT Land L 1 Total 1.00 Value Rate Rate Rate Rate $600,000 600,000.00 Single Family Residence Occurrence 1 Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1044 - BASALT Building Type 121200 - SFR Arch Style 9 - SPLIT LEV Exterior Wall 14 - WD SID AVG Percentage 100.0 Roof Cover 6 - ASP SHINGL Roof Structure 3 - GABLE/HIP Interior Wall 5 - DRYWALL Percentage 100.0 Floor 12 - HARDWOOD 14 - CARPET INV Percentage 50.0 50.0 Heating Fuel 3 - GAS Heating Type 8 - RAD WATER Air Conditioning 1 - NONE Actual Year Built 1973 Bedrooms 3 Bathrooms 3.5 Construction Quality 4 - AVERAGE Effective Year Built 2003 Fixtures 12 Rooms 9 Units 1 Units 1 Super Neighborhood 900 - BASALT / EL JEBEL AREA Stories 2 - STORIES 2.0 Use Code 1000 - RESIDENTIAL Garage 3.5 - GARAGE 951-1100 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT BAS 2338 2338 2338 2338 FBM 810 648 810 810 FDU 336 168 336 FOP 45 14 45 GAF 490 490 GDU 528 528 PTO 766 77 766 WDD 228 46 228 Total 5,541.00 3,291.00 3,148.00 5,541.00 Value Rate Rate Rate Rate $1,692,290 305.41 514.22 537.58 305.41 Property Record Card Eagle A#: R028280 P#: 246503400014 As of: 06/27/2024 Page 2 of 4 Single Family Residence Occurrence 1 Sketch by Apex Medina™ 30.0'27.0'30.0'27.0'FBM 810.0 sf 24.5'20.0'24.5'20.0' GAF 490.0 sf 20.0'10.5'21.0'10.5'30.0'28.5'30.0'1.5'7.0'6.5'21.0'5.0'13.0'28.5'BAS 2338.5 sf 22.0'24.0'22.0'24.0'GDU 528.0 sf 24.0'14.0'24.0'14.0' FDU 336.0 sf 16.5'14.0'16.5'14.0' 231.0 sf BARN XFOB #26.5'FOP 45.5 sf 8.0'28.5'8.0' WDD 228.0 sf6.0'11.0' PTO 66.0 sf 19.0'29.0'12.0'12.0'12.0'28.0' PTO 700.0 sf Extra Feature Occurrence 1 XFOB Code 120 - FIREPL. G.Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1044 - BASALT Building Number 1 SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT XFOB Units 1 Total 1.00 Value Rate Rate Rate Rate $4,190 4,190.00 Extra Feature Occurrence 2 XFOB Code 8009 - BARN D-LW Abstract Code 1212 - SINGLE FAM.RES- IMPROVEMTS Percentage 100.0 Use Code 1000 - RESIDENTIAL Neighborhood 1044 - BASALT SubArea ACTUAL EFFECTIVE HEATED FOOTPRINT XFOB Units 231 Total 231.00 Value Rate Rate Rate Rate $3,520 15.24 Abstract Summary Code Classification Actual Value Taxable Value Actual Override Taxable Override 1112 SINGLE FAM.RES.-LAND $600,000 $40,200 NA NA 1212 SINGLE FAM.RES-IMPROVEMTS $2,236,530 $149,850 $1,700,000 $113,900 Total $2,836,530 $190,050 $2,300,000 $154,100 Property Record Card Eagle A#: R028280 P#: 246503400014 As of: 06/27/2024 Page 3 of 4 Abstract Summary Total $2,836,530 $190,050 $2,300,000 $154,100 Property Record Card Eagle A#: R028280 P#: 246503400014 As of: 06/27/2024 Page 4 of 4 • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT 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 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 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)Total dynamic head (TDH) in feetTotal dynamic head (TDH) in metersPF 500511 43 37 30 24 18 12 6 PF 200511 PF 300511 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 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 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) 300Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day 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. Design gpm (L/sec)Horsepower (kW)PhaseNameplate voltageActual voltageDesign flow ampsMax ampsImpellersDischarge size and material 1Length, in. (mm)Min. liquid level, 2 in. (mm)Weight, 3 lb (kg)Rated cycles/day 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 Total dynamic head (TDH) in feetFlow 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 Total dynamic head (TDH) in feetFlow 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 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 6Total dynamic head (TDH) in feetFlow 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 Total dynamic head (TDH) in feetFlow 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 Total dynamic head (TDH) in feetFlow 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 Total dynamic head (TDH) in feetFlow 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) 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 6Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow 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 Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow 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 Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow 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 Total dynamic head (TDH) in metersTotal dynamic head (TDH) in feet, nominalFlow 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 Introduction Orenco’s automatic distributing valve assemblies, pressurized with small high-head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 1 to seat against the valve bottom 2. The opening 3 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 4 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam 5. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the “up” position and is not seated against the valve bottom. 5 4 3 2 1 Inlet Outlets Figure 1: 6000 Series Valve Orenco Automatic Distributing Valve Assemblies NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 1 of 6 For Wastewater Effluent Systems This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high-head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High-head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL = 0.085 x Q1.45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e-0.06Q) 15 - 70 V6600A HL = 0.0049 x Q2 + 5.5 x (1 - e-0.1Q) 15 - 70 NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 3 of 6 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm)Head Loss Through Assembly (ft.)V4600A V4400A V6600A V6400A The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube®Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube®pump vault accepts effluent only from the clear zone between a tank’s scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. Figure 3: Automatic distributing valve assembly headloss curves Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a “minidrainfield” near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank Discharge Laterals Distributing Valve Assembly Transport Line Figure 4: Ideal valve location NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. h Check Valves if h>2'-0" Distributing Valve Assembly Transport Line Dosing Tank Pressure Release Line if h>2'-0" Discharge Laterals Figure 5: Valve assembly below final discharge point NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 5 of 6 SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. SOLUTION 5: Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. SOLUTION 6: The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. SOLUTION 1: Keep the transport line full. SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 6 of 6 Distributing Valves General Orenco’s Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump’s flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six-line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High-Head Effluent Pumps with Biotube®Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature Submittal Data Sheet Side View ball valve elbow Top View coupling clear pipe distributing valve union Bottom View elbows Specifications Materials of Construction All Fittings: Sch. 40 PVC per ASTMspecification Unions: Sch. 80 PVCper ASTMspecification Ball Valve: Sch. 40 PVCper ASTMspecification Clear Pipe: Sch. 40 PVCper ASTMspecification V4XXX Distributing Valves: High-strength noncorrosive ABSpolymer and stainless steel V6XXX Distributing Valves: High-strength noncorrosive ABSpolymer, stainless steel, and die cast metal NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 1 of 2 Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. V Indicates assembly Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Number of active outlets A Distributing Valves (continued) Flow (gpm)Head Loss Through Assembly (ft.)0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 0 5 10 15 20 25 30 35 V4400A V6600A V6400A V4600A NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 2 of 2 Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V4402A 1.25 1.25 10 - 40 170 VB1217 V4403A 1.25 1.25 10 - 40 170 VB1217 V4404A 1.25 1.25 10 - 40 170 VB1217 V4605A 1.25 1.25 10 - 25 170 RR2418 V4606A 1.25 1.25 10 - 25 170 RR2418 V6402A 1.5 1.5 15 - 100 345 RR2418 V6403A 1.5 1.5 15 - 100 345 RR2418 V6404A 1.5 1.5 15 - 100 345 RR2418 V6605A 1.5 1.5 15 - 100 345 RR2418 V6606A 1.5 1.5 15 - 100 345 RR2418 The Quick4® Plus Standard Low Profile (LP) Chamber The Quick4 Plus Standard Low Profile (LP) offers maximum strength through its four center structural columns. This chamber can be installed in a 36-inch-wide trench. It is shorter in height than Infiltrator’s other Standard model chambers, allowing for shallower installation. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™, which permits turns up to 15°, right or left. The Quick4 Plus All-in-One 8 and Quick4 Plus Endcaps provide increased flexibility in system design and configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard LP Chamber Specifications Size 34”W x 53”L x 8”H (864 mm x 1346 mm x 203 mm) Effective Length 48” (1219 mm) Louver Height 6.3” (160 mm) Storage Capacity 32 gal (121 L) Invert Height 3.3” (84 mm), 9.6” (244 mm) Quick4 Plus Standard Low Profile (LP) Chamber Benefits: • Low profile design makes this chamber ideal for shallow applications • Reduces imported fill needed for cap and fill systems • Four center structural columns offer superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Quick4 Plus All-in-One 8 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows center feed inletting of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Variable pipe connection options allow for side, end or top inletting • Piping drill points are set for gravity or pressure pipe Quick4 Plus Endcap Benefits: • Simple, flat design • Allows installation of a pipe from the end only • Piping drill points are set for gravity or pressure pipe Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS01 0816 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES, LLC (“INFILTRATOR”) Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural integrity of each chamber, endcap, EZflow expanded polystyrene and/or other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by any- one other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, spe- cial or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different war- ranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Low Profile Chamber ________________________________________________________________________ Quick4 Plus All-in-One 8 Endcap ________________________ Quick4 Plus All-in-One Periscope ________________________ 6" 5"9" (EFFECTIVE LENGTH) 48"34" 8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT Quick4 Plus Endcap ____________________________________ (EFFECTIVE LENGTH)48"34"8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT (EFFECTIVE LENGTH)48"34"8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT (EFFECTIVE LENGTH) 48"34" 8" 8" 4.5" EFFECTIVE LENGTH* 6" 18" 8" 3.3" INVERT 13.3” EFFECTIVE LENGTH* When installed at the end of a trench. 10.4" EFFECTIVE LENGTH* When installed between 2 chambers.INVERT 9.6" 18" 3.3" INVERT Quick4 PLUSPLUS STD LOW PROFILE CHAMBER Fa il u re to c om ply wi th t he s e i nst al l a t i o n i ns tru c t i on s may i nval i d a te t he w a r r a n ty. C ont a c t I n fi l trat o r S y st e m s ’ Te c h n i c a l Ser v i c e s De p a r t m e n t fo r ass i s t anc e a t 8 0 0-2 21-4436 . Installing the Chambers and End Caps 1.To allow pressure laterals to drain after each dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap-off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. 2.With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3.Insert the pressure lateral pipe into the end cap’s drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Before You Begin Quick4 Plus Standard Low Profile (LP) Chambers can only be installed according to state and/or local regulations. Soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed Quick4 Plus Standard LP Chambers Quick4 Plus All-in-One or Q4 Plus Endcaps PVC Pipe and Couplings Backhoe Laser, Transit or Level Tape measure Shovel and Rake Utility Knife 1 1/4-inch Drywall Screws* Screw Gun* Small Valve-cover Box* 4-inch Cap Inspection Por t * Optional These guidelines for construction machinery must be followed during installation: Avoid direct contact with chambers when using construction equipment. Chambers require a 12-inch minimum of compacted cover to suppor t a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. 5. (Method A)Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B)With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. 7. Lift and place the next chamber onto the previous one at a 45-degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A)Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. 11.Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to cut a hole in the top of the Quick4 Plus All-in-One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the “Installing Optional Inspection Ports” section in the general installation instructions. 12.If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. 2 Drill pressure pipe hole. Quick4®Plus Standard Low Profile Chambers Pressure Distribution Systems Installation Instructions 5 Secure pressure pipe. VALVE BOX (OR IRRIGATION BOX) ACCESS FOR DRAINFIELD MAINTENANCE AND FLUSHING QUICK4 PLUS STANDARD LP 11 Lateral pipe through end cap. 1" PRESSURE LATERAL (TYP.) 2" PRESSURE LATERAL (TYP.) 1” OR 2” TRENCH BOTTOM PIPE PLACEMENT Note: Health departments may require a wet-run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 4 Place end cap over inlet end. Distributed By: 6 Business Park Road •P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, and Quick4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. © 2009 Infiltrator Systems Inc. All rights reserved. Printed in U.S.A. PLUS030709AG-0 (a)The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c)This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by State and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d)No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. * * * * * * * The above represents the standard Limited Warranty offered by Infiltrator. A limited number of States and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Infiltrator Systems, Inc. Limited Warranty Advantages of Method A • Pipe and orifice placed closer to the chamber dome offer improved distribution. • Pipe positioned at the top of the chamber places it well above effluent. • Plastic pipe hanger easily secures pipe in place. Advantage of Method B • Pipe resting on the trench bottom allows easy installation and maintenance. • Stabilizing “T’s” keep pipe level. • System promotes efficient pressure checks. • Pipe resting on the trench bottom allows easier inspections if monitoring ports are installed. PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION QUICK4 PLUS STANDARD LP CHAMBER 34" 8" STABILIZE OR "T" EVERY 10' TO PREVENT PIPE ROTATION AND MAINTAIN PROPER PIPE POSITION 3 34" 8" PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) QUICK4 PLUS STANDARD LP CHAMBER Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: • 1” diameter • 1.25” diameter • 1.5” diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. (719) 395-6764 Fax: (719) 395-3727 28005 County Road 317 P.O. Box 925 Buena Vista, CO 81211 Water & Wastewater • Systems • Products • Service Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SF-OS-1 Rev. 1.1, © 09/14 Page 1 of 1 Orifice Shields Technical Data SheetOrenco® General Orenco Orifice Shields snap-fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method-of-use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, OS200 Product Code Diagram Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. Lateral pipe O.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) OS125 3.5 (89) 1.66 (42) OS150 4.5 (114) 1.90 (48) OS200 4.5 (114) 2.375 (60) Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Shield Orifice Cutaway view, cold weather configuration OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield MM / DD / Y YYY Property Information https://property.eaglecounty.us/assessor/taxweb/search.jsp 734 Hooks Spur Road, Basalt, CO 81621 2465-034-00-014 2.1 acres Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED It is recommended that you apply for an OWTS Permit and Building Permit concurrently. State law requires the OWTS Permit to be issued prior to the Building Permit. OWTS Permits expire after 120 days without an active building permit. Date * 08 06 2024 Physical Address * Tax Parcel Number:* Lot Size: Residential/Single Family Residential/ Multi Family Commercial/Industrial Other: 4 (plus possible future 1 BR ADU) Private Well Public Spring Surface Ownership and Contact Information Laura Smith Building Type:* Number of Bedrooms (if residential), or type of use (if commercial)* Water Supply:* If Public, Name of Supplier Property Owner * 970-618-9321 734 Hooks Spur Road, Basalt, CO 81621 LSmith@aspenmusic.org Laura Smith 970-618-9321 LSmith@aspenmusic.org Licensed Systems Contractor Only Licensed Systems Contractors approved by Eagle County are authorized to perform work on OWTS in Eagle County. A list of Licensed Systems Contractors is available on the website: https://drive.google.com/le/d/1XzOr0onWXuuHBrWDlQBM_1QXewQqWTM_/view?usp=sharing Owner Phone Number * Owner Mailing Address Owner Email Address * Applicant/Contact Person:* Applicant Phone Number * Applicant Email Address * All Valley Resources/OWTSPL-000252-2023 970-300-3309 brianflynn245@comcast.com New Installation- $1423 - New Builds of Residence or ADU Major Repair- $1023 - Full OWTS or Soil Treatment Area (STA) repair or replacement Minor Repair- $623- Tank Replacement Only Alterations - Alteration- $623- Bedroom Additions/ADU Additions/Remodels to an existing permitted OWTS. Small Repair- $223 - Sewer pipe replacements, pump replacements. Like-for-like replacement of component in the original Professionally Engineered Design. Does not change the way the system was designed to function. may include connections to auxiliary structures that do not increase daily ow rate. Work that does not require a permit includes : adding risers and/or tank lid replacements, tee replacement, cleanout replacements, and very minor ve feet or less of straight sewer pipe replacement where the contractor will submit scope of work and before and after photos to ECPHA New Installation- $1423 - New Builds of Residence or ADU The State Law requires that the OWTS permit be issued before the building permit is issued. If your application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit. Eagle County Board of Health declares that its general policy is to require the use of public sewer systems where and whenever feasible and to limit the installation of OWTS only to areas that are not feasible for connection to public Licensed System Contractor Name/ License #* Contractor Phone Number * Contractor Email * OWTS Permit Application is for : For permit types, go to: https://docs.google.com/document/d/10KeutJAAb3GKeDvynMjuAiW6aek4- n3Utn723ulspIs/edit?usp=sharing * sewer. Eagle County will not issue an OWTS permit where the structure to be served is within the applicable Water and Sanitation District that provides public sewer, unless the public service provider is not willing to serve the structure, and authorizes the use of an OWTS. ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems All of the Following Must be Summitted to be Considered a Complete Application: Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Professional Engineer Name:* Engineer Phone Number:* Engineer Email:* Satisfactory design with site plan and soil profile results from a Colorado Registered Professional Engineer will be submitted * Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit/ An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Major Repair- $1023 Full Replacement of the System or Tank and/or Soil Treatment Area (STA) repair or replacement. Tank Only Replacement is considered a Minor Repair. Environmental Health Prioritizes the Review of Repair Applications and Designs Repair means restoration of functionality and/or treatment by reconstruction, relocation, or replacement of an on-site wastewater treatment system or any component thereof in order to allow the system to function as intended. Emergency Use Permit May Be Required Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed the period stated in the repair permit. Such an emergency use permit may be extended, for good cause shown, in the event repairs may not be completed in the period stated in the repair permit through no fault of the owner or occupant and only if the owner or occupant will continue to make repairs to the system. The $1423 Permit Fee will submitted * I agree and understand that:* Malfunctioning. The OWTS or component within is not performing as designed, but not failing Failing. Sewage is leaking on the gound, into the ground untreated. Sewage is backing up into the house. Euent is ponding, daylighting, or being disposed of without secondary treatment from a STA. Other: ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems CBO Septic Engineering 970-704-0484 carla.osteberg@gmail.com All of the Following Must be Summitted to be Considered a Complete Application: The system is * If the system is failing please describe any emergency use steps being taken. Professional Engineer Name:* Engineer Phone Number:* Engineer Email:* Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit/ An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Minor Repair- $623- Tank Replacement Only “Repair” means restoration of functionality and/or treatment by reconstruction, relocation, or replacement of an on-site wastewater treatment system or any component thereof in order to allow the system to function as intended. Please note: repairs or replacement of the Soil Treatment Area are considered a Major Repair, other components may qualify for a small repair permit Satisfactory design with site plan and soil profile results from a Colorado Registered Professional Engineer will be submitted * The $1023 Permit Fee will submitted * I agree and understand that:* Emergency Use Permit May Be Required Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed the period stated in the repair permit. Such an emergency use permit may be extended, for good cause shown, in the event repairs may not be completed in the period stated in the repair permit through no fault of the owner or occupant and only if the owner or occupant will continue to make repairs to the system. Malfunctioning. The tank or component within is not performing as designed, but not failing Failing. Sewage is leaking on the ground, into the ground untreated. Sewage is backing up into the house. Tank is not water-tight. Other: ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems The tank is * If the system is failing please describe any emergency use steps being taken. Professional Engineer Name:* Engineer Phone Number:* All of the Following Must be Summitted to be Considered a Complete Application: Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Alteration- $623 Engineer Email:* Satisfactory design with site plan from a Colorado Registered Professional Engineer will be submitted:* The $623 Permit Fee will submitted * I agree and understand that:* Bedroom Additions/ADU Additions/Remodels to an existing permitted OWTS. State Law requires that the OWTS permit be issued before the building permit is issued. If your application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit. ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems All of the Following Must be Summitted to be Considered a Complete Application: Existing OWTS Permit Number of Alteration:* Professional Engineer Name:* Engineer Phone Number:* Engineer Email:* Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit/ An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Small Repair- $223 Sewer pipe replacements, pump replacements. Like-for-like replacement of component in the original Professionally Engineered Design. Does not change the way the system was designed to function. May include tanks. May include connections to auxiliary structures that do not increase daily ow rate. All repairs and connections must be completed by a licensed Eagle County OWTS Contractor. State Law requires that the OWTS permit be issued before the building permit is issued. If your application is Satisfactory evaluation of existing design and proposed changes required with site plan and soil profile results from a Colorado Registered Professional Engineer will be submitted * The $623 Permit Fee will submitted I agree and understand that:* incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit. All of the Following Must be Summitted to be Considered a Complete Application: Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Department of Public Health and Environment, Old Court House Building, 550 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit. It is best to submit the building permit to Community Development concurrently with this permit as most building permits have longer review times. An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the work and existing PE design is required before a permit will be issued. Existing OWTS Permit Number:* Describe the repair work to be done:* The $223 Permit Fee will submitted * I agree and understand that:* Work that does not require a permit May Include: adding risers and/or tank lid replacements, tee replacement, cleanout replacements, and very minor ve feet or less of straight sewer pipe replacement where the contractor will submit scope of work and before and after photos to ECPHA All work on a OWTS must be completed by a licensed Eagle County OWTS Contractor. Photos of before and after will be submitted to Eagle County Environmental Health environment@eaglecounty.us Only an Eagle County Licensed Systems Contractor must perform work on an OWTS. Any additional work may require a permit and will be submitted for review to Eagle County EH This form was created inside of Eagle County Government. Existing OWTS Permit Number: (if not known please state so)* Describe the repair work to be done:* I agree and understand that:* Forms Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-030091-2024 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 8/6/2024 Expires: 12/4/2024 On-Site Wastewater Treatement System Project Address Parcel Number 734 HOOKS SPUR RD, BASALT AREA,246503400014 Owner Information Address Laura Smith Phone: Cell: Email: lsmith@aspenmusic.org Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email CBO Septic Consulting, Carla Ostberg (970) 309-0525 carla.ostberg@gmail.com Contractor License Number Phone Email All Valley Resources brianflynn245@comcast.c om (970) 309-2425OWTSPL-000247-20 23 Permitted Construction / Details: This system is designed to replace the existing, undocumented system. The tank for the previous system must be removed or abandoned in accordance with Eagle County OWTS regulation 43.9.C. Install the replacement system exactly as depicted in the CBO Septic Consulting design dated July 21, 2024, signed and stamped by Kachayla Cronk, PE. The new system is sized to accommodate the maximum daily flows for a 4 bedroom residence and a potential 1 bedroom ADU to be constructed at a future date. The new OWTS consists of a 4” sewer line from the residence that will be connected to a new SDR35 sewer line that extends to the primary tank. The primary tank will be an Infiltrator IM 1530, 2 compartment, 1500 gallon, septic tank with an effluent filter in the outlet tee. Effluent will flow from the primary tank to an Infiltrator IM 540, single compartment poly pump chamber equipped with an Orenco BPP30DD Biotube Pump Package, with an Orenco PF3005 pump to pressure dose effluent to the Soil Treatment Area. The STA will consist of 2 beds, each bed will contain three rows of 11 infiltrator quick 4 plus chambers for a total of 66 chambers. An Orenco model V6402 ADV, located at the high point of the system, will be used to evenly distribute effluent to the STA beds. 1.5” distribution laterals will be used with orifice size and spacing as indicated in PE design. Flushing assemblies must be present at the distal end of each lateral. Inspection ports must be present at the corners of each bed. Flushing assemblies and inspection ports must be accessible at grade. Maintain setbacks to all irrigation ditches and property lines as noted in approved plans. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. Tuesday, August 6, 2024 1 THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Kirk Weems Date August 06, 2024 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, August 6, 2024 2 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-030091-2024 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 8/6/2024 Expires: 12/4/2024 On-Site Wastewater Treatement System Project Address Parcel Number 734 HOOKS SPUR RD, BASALT AREA,246503400014 Owner Information Address Laura Smith Phone: Cell: Email: lsmith@aspenmusic.org Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email CBO Septic Consulting, Carla Ostberg (970) 309-0525 carla.ostberg@gmail.com Contractor License Number Phone Email All Valley Resources brianflynn245@comcast.c om (970) 309-2425OWTSPL-000247-20 23 Permitted Construction / Details: This system is designed to replace the existing, undocumented system. The tank for the previous system must be removed or abandoned in accordance with Eagle County OWTS regulation 43.9.C. Install the replacement system exactly as depicted in the CBO Septic Consulting design dated July 21, 2024, signed and stamped by Kachayla Cronk, PE. The new system is sized to accommodate the maximum daily flows for a 4 bedroom residence and a potential 1 bedroom ADU to be constructed at a future date. The new OWTS consists of a 4” sewer line from the residence that will be connected to a new SDR35 sewer line that extends to the primary tank. The primary tank will be an Infiltrator IM 1530, 2 compartment, 1500 gallon, septic tank with an effluent filter in the outlet tee. Effluent will flow from the primary tank to an Infiltrator IM 540, single compartment poly pump chamber equipped with an Orenco BPP30DD Biotube Pump Package, with an Orenco PF3005 pump to pressure dose effluent to the Soil Treatment Area. The STA will consist of 2 beds, each bed will contain three rows of 11 infiltrator quick 4 plus chambers for a total of 66 chambers. An Orenco model V6402 ADV, located at the high point of the system, will be used to evenly distribute effluent to the STA beds. 1.5” distribution laterals will be used with orifice size and spacing as indicated in PE design. Flushing assemblies must be present at the distal end of each lateral. Inspection ports must be present at the corners of each bed. Flushing assemblies and inspection ports must be accessible at grade. Maintain setbacks to all irrigation ditches and property lines as noted in approved plans. APPROVAL OF OWTS PLANS DOES NOT IMPLY THAT ADU WILL BE APPROVED BY EAGLE COUNTY. This permit only indicates that the OWTS is sized to accommodate and ADU if approved in the future. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. Tuesday, August 6, 2024 1 THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Kirk Weems Date August 06, 2024 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, August 6, 2024 2