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HomeMy WebLinkAbout5352 Frying Pan Rd - 246701303002Work Classification:Repair 2001 Kirbi DR Houston TX 77019- AddressOwner Information Permit Status:Active Project Address 246701303002 Permit Type:OWTS Permit Permit NO.OWTS-1-18-18391 Expires:6/22/2018Issue Date:2/22/2018 Parcel No. 400 CASTLE DR BASALTAREA, CO81621- Private Wastewater System Environmental Health Department P.O.Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone:(713)651-8830 Cell:(713)651-8830 Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)704-0484All Service Septic Contractor(s)Phone Primary ContractorLicense Number Hagist Excavation, LLC (970)379-9726 Yes03-18 Meredith Long Permitted Construction /Details: Install OWTS exactly as depicted in the All Service Septic design dated December 3,2017, stamped and signed by Richard H.Petz, P.E.The system is designed to serve the 4 bedroom residence and will completely replace the existing failed system (permit# IS-0400). The existing tank is to be abandoned in accordance with Eagle County Onsite Wastewater Treatment System Regulation43 .9(C). NOTE:Prior to installation and in order to validate this permit, the design engineer must observe two profile test pits to confirm soil type and provide documentation to Eagle County Environmental Health. Changes to the original design will require an amended design followed by and amended OWTS permit . The system consists of a new 1500-gallon, two-compartment Valley Precast anchored septic tank with an Orenco Biotube Pump Vault and an Orenco PF3005 pump in the second compartment of the septic tank . The floats will be set to dose roughly80 gallons per cycle to a 12 'X 50' three foot mounded sand filter with inspection portals installed in each corner, atop a basal area of36'x74'.One foot of soil cover material should be placed over the mound and distribution laterals with a minimum of a 3:1 slope; soil must be approved by engineer prior to placement.Encase pump line under the driveway crossing and for 10 feet on either side of the waterline crossing. Contact Eagle County Environmental Health and the design engineer well in advance to conduct inspections.All inspections necessary to certify proper installation must be performed by the design engineer.System certification along with photos and record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. Issued by:Environmental Health Department, Eagle County, CO February 22, 2018 Date Customer Copy Claire Lewandowski CONDITIONS: 1.THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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 PERMIT 4.CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:Repair 2001 Kirbi DR Houston TX 77019- AddressOwner Information Permit Status:Active Project Address 246701303002 Permit Type:OWTS Permit Permit NO.OWTS-1-18-18391 Expires:6/22/2018Issue Date:2/22/2018 Parcel No. 400 CASTLE DR BASALTAREA, CO81621- Private Wastewater System Environmental Health Department P.O.Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone:(713)651-8830 Cell:(713)651-8830 Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)704-0484All Service Septic Contractor(s)Phone Primary ContractorLicense Number Hagist Excavation, LLC (970)379-9726 Yes03-18 Meredith Long Permitted Construction /Details: Install OWTS exactly as depicted in the All Service Septic design dated December 3,2017, stamped and signed by Richard H.Petz, P.E.The system is designed to serve the 4 bedroom residence and will completely replace the existing failed system (permit# IS-0400). The existing tank is to be abandoned in accordance with Eagle County Onsite Wastewater Treatment System Regulation43 .9(C). NOTE:Prior to installation and in order to validate this permit, the design engineer must observe two profile test pits to confirm soil type and provide documentation to Eagle County Environmental Health. Changes to the original design will require an amended design followed by and amended OWTS permit . The system consists of a new 1500-gallon, two-compartment Valley Precast anchored septic tank with an Orenco Biotube Pump Vault and an Orenco PF3005 pump in the second compartment of the septic tank . The floats will be set to dose roughly80 gallons per cycle to a 12 'X 50' three foot mounded sand filter with inspection portals installed in each corner, atop a basal area of36'x74'.One foot of soil cover material should be placed over the mound and distribution laterals with a minimum of a 3:1 slope; soil must be approved by engineer prior to placement.Encase pump line under the driveway crossing and for 10 feet on either side of the waterline crossing. Contact Eagle County Environmental Health and the design engineer well in advance to conduct inspections.All inspections necessary to certify proper installation must be performed by the design engineer.System certification along with photos and record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. Office Copy February 22, 2018 Issued by:Environmental Health Department, Eagle County, CO Date Claire Lewandowski CONDITIONS: 1.THIS PERMIT 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 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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 PERMIT 4.CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED /// 400 CASTLE DRIVE, BASALT July 13th, 2018 Mr. Meredith Long 2001 Kirbi Drive Houston, TX. 77019 RE: Final approval of the: Septic System Installation, OWTS-1-18-18391 Property location: 400 Castle Drive, Basalt, Eagle County Area. Mr. Long: This letter is to inform you that the above-referenced, OWTS-1-18-18391 permit, has been inspected and finalized. This OWTS permit was approved and sized to serve the 4 bedrooms, single family home. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system . Landscape features, trees with tap roots, irrigation systems and parking areas above the soil treatment area can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Fiscal Tech IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager July 7, 2018 Project No. C1339 Cecelia Lee clee@mlongoffice.com c/o Mike Primich hellroaringhomesiii@hotmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 5352 Frying Pan Road Lot 2, Hamby Subdivision Eagle County, Colorado Permit Number OWTS-1-18-18391 Cecelia, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OW TS) on April 5 & 18, 2018 for the subject property. Hagist Excavation installed the system. Prior to construction of the mound, a profile test pit (Test Pit) was excavated to verify subsurface conditions. A 4-foot Test Pit was excavated to the south of the proposed mound system. Soils were sandy with gravels exceeding 35% rock; therefore, soils are classified as Soil Type 0. Ground water was encountered and stabilized at 3-feet below grade. The existing sewer line from the house to the septic tank was replaced with new, 4-inch diameter SDR-35 sewer pipe and a double sweep clean out installed within 5-feet of the house. The system installation included a 1500-gallon, two-compartment Infiltrator® septic tank followed by a 500-gallon Infiltrator® pump chamber with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the pump chamber. The septic tanks were anchored with Deadmen because of the high seasonal groundwater table. The floats were set dose approximately 80 gallons each pump cycle (allowing approximately 9 gallons of drain back after each pump cycle). The control panel for the pump is located within line of sight of the septic tanks. Valley Precast out of Buena Vista performed start-up of the pumping system. Effluent is pressure dosed through a 1.5-inch diameter pump line to a mounded, 12’ x 50’ unlined sand filter. A water line is located in the driveway. The 1.5-inch diameter pump line was encased from the septic tank to the mound to assure is was encased within 10-feet on each side of the water line crossing. The water line was not encountered and therefore the exact location of the water line is not known. The trench for the pump line was well bedded with sand and covered with Blue Board insulation for protection for settling and freezing. The excavation for the sand filter began at approximate native grade. Vegetation was scraped from the base of the mound. A minimum of 3-feet of sand filter material was installed in the mound footprint. Laterals used to disperse the effluent were surrounded by washed coarse screened gravel. The manifold was 1.5-inches in diameter. Laterals were 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 3-feet on center. Orenco® Orifice Shields were installed on the laterals under orifice. Laterals began 3-feet from the edges of the filter, with 3-feet between each lateral. Each 1.5-inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric was placed over the gravel layer followed by approximately 1-foot of topsoil. The mound has a minimum 3:1 slope (horizontal:vertical). Poly septic tanks were necessary due to restricted loading of the bridge crossing the Frying Pan River. The high ground water table necessitated anchoring of these septic tanks, as noted above. Depth of bury of the septic tanks was limited due to the high groundwater conditions and limitations of cover from the septic tank manufacturer. The pump line was installed exiting the pump chamber (not the riser) to achieve the lowest possible elevation for drain back into the septic tank. Beyond the current mound location, the property loses elevation to the southwest. The mound placement was chosen so a minimum 1% drain back from the pump chamber to the mound could be achieved. Moving the mound farther to the south would have resulted in a lower elevation and insufficient fall of the pump line that could result in freezing given the shallow burial depth. Additionally, the mounded STA location is not closer than the original STA, as evidenced by surfacing effluent in the yard prior to replacement of the STA. “For repair or upgrading of existing OWTS where the size of lot precludes adherence to these distances, a repaired OWTS shall not be closer to setback features than the existing OWTS, as reviewed and approved by the local public health agency.” A water sample was obtained from the residence after installation of the new OWTS. Enclosed are results of the sample. The bacteriology test resulted in ABSENT for Coliform and NOT DETECTED for E.Coli. Nitrate levels were 0.1 mg/L and less than 0.05 mg/L for Nitrite. We recommend continued water sampling on a regular basis (bi-annually). If at any time a sample tests positive for coliform bacteria or nitrate/nitrite levels exceed the maximum contaminant level (MCL), advanced treatment technology should be considered. Protection of public health and the environment are our highest priority when designing an OWTS. While encroachment on the minimum required well setback to the STA was not intended as part of this design, logistics of access to the site including weight restrictions on the bridge, topography limitations, and high groundwater limitations resulted in the encroachment being necessary. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, P.E. Beginning mound construction by scraping vegetation Base of mound Construction of mound 3’ deep sand filter material View of manifold and inspection ports view of manifold Note staggered orifice grid covering laterals with gravel Gravel over top of laterals separation fabric and sloping of basal area Installation of septic tank and pump chamber / note anchoring devices and high groundwater conditions Minimum burial depth for sewer lines to achieve proper grading Pump line exits pump chamber pump line bedded in gravel and covered with blue board insulation for protection from freezing Encasement of pump line covering with blue board insulation Pump line protected from freezing with Blue Board insulation Abandonment of existing septic tank Abandonment staging of materials Septic tanks prior to installation slope of mound Backfilling mound Sprinkler boxes to access flushing valves and inspection ports Final grading over septic tanks / control panel Work Classification:Repair 2001 Kirbi DR Houston TX 77019- AddressOwner Information Permit Status:Active Project Address 246701303002 Permit Type:OWTS Permit Permit NO.OWTS-1-18-18391 Expires:6/22/2018Issue Date:2/22/2018 Parcel No. 400 CASTLE DR BASALTAREA, CO81621- Private Wastewater System Environmental Health Department P.O.Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone:(713)651-8830 Cell:(713)651-8830 Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)704-0484All Service Septic Contractor(s)Phone Primary ContractorLicense Number Hagist Excavation, LLC (970)379-9726 Yes03-18 Meredith Long Permitted Construction /Details: Install OWTS exactly as depicted in the All Service Septic design dated December 3,2017, stamped and signed by Richard H.Petz, P.E.The system is designed to serve the 4 bedroom residence and will completely replace the existing failed system (permit# IS-0400). The existing tank is to be abandoned in accordance with Eagle County Onsite Wastewater Treatment System Regulation43 .9(C). NOTE:Prior to installation and in order to validate this permit, the design engineer must observe two profile test pits to confirm soil type and provide documentation to Eagle County Environmental Health. Changes to the original design will require an amended design followed by and amended OWTS permit . The system consists of a new 1500-gallon, two-compartment Valley Precast anchored septic tank with an Orenco Biotube Pump Vault and an Orenco PF3005 pump in the second compartment of the septic tank . The floats will be set to dose roughly80 gallons per cycle to a 12 'X 50' three foot mounded sand filter with inspection portals installed in each corner, atop a basal area of36'x74'.One foot of soil cover material should be placed over the mound and distribution laterals with a minimum of a 3:1 slope; soil must be approved by engineer prior to placement.Encase pump line under the driveway crossing and for 10 feet on either side of the waterline crossing. Contact Eagle County Environmental Health and the design engineer well in advance to conduct inspections.All inspections necessary to certify proper installation must be performed by the design engineer.System certification along with photos and record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. Issued by:Environmental Health Department, Eagle County, CO February 22, 2018 Date Customer Copy Claire Lewandowski CONDITIONS: 1.THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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 PERMIT 4.CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:Repair 2001 Kirbi DR Houston TX 77019- AddressOwner Information Permit Status:Active Project Address 246701303002 Permit Type:OWTS Permit Permit NO.OWTS-1-18-18391 Expires:6/22/2018Issue Date:2/22/2018 Parcel No. 400 CASTLE DR BASALTAREA, CO81621- Private Wastewater System Environmental Health Department P.O.Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone:(713)651-8830 Cell:(713)651-8830 Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)704-0484All Service Septic Contractor(s)Phone Primary ContractorLicense Number Hagist Excavation, LLC (970)379-9726 Yes03-18 Meredith Long Permitted Construction /Details: Install OWTS exactly as depicted in the All Service Septic design dated December 3,2017, stamped and signed by Richard H.Petz, P.E.The system is designed to serve the 4 bedroom residence and will completely replace the existing failed system (permit# IS-0400). The existing tank is to be abandoned in accordance with Eagle County Onsite Wastewater Treatment System Regulation43 .9(C). NOTE:Prior to installation and in order to validate this permit, the design engineer must observe two profile test pits to confirm soil type and provide documentation to Eagle County Environmental Health. Changes to the original design will require an amended design followed by and amended OWTS permit . The system consists of a new 1500-gallon, two-compartment Valley Precast anchored septic tank with an Orenco Biotube Pump Vault and an Orenco PF3005 pump in the second compartment of the septic tank . The floats will be set to dose roughly80 gallons per cycle to a 12 'X 50' three foot mounded sand filter with inspection portals installed in each corner, atop a basal area of36'x74'.One foot of soil cover material should be placed over the mound and distribution laterals with a minimum of a 3:1 slope; soil must be approved by engineer prior to placement.Encase pump line under the driveway crossing and for 10 feet on either side of the waterline crossing. Contact Eagle County Environmental Health and the design engineer well in advance to conduct inspections.All inspections necessary to certify proper installation must be performed by the design engineer.System certification along with photos and record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. Office Copy February 22, 2018 Issued by:Environmental Health Department, Eagle County, CO Date Claire Lewandowski CONDITIONS: 1.THIS PERMIT 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 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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 PERMIT 4.CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Before you Begin This document presents a method for assessing buoyancy control needs for Infiltrator Water Technologies (Infiltrator) IM-Series tanks. Tank buoyancy control measures must be implemented according to state and/or local regulations, which may supersede these guidelines. If unsure of the requirements for a particular site, contact the local health department or permitting authority. If tank buoyancy control measures are implemented, refer to Infiltrator IM-Series Tank Installation Instructions and Riser Connection Guidance documents, as applicable, for completing the installation. How to Use this Document 1. Using Step 1, Table 1 and Figures 1 and 2, verify that the water level outside the tank is below the outlet pipe saddle height and determine if buoyancy control is required. 2. Use the appropriate row in Step 2, Table 2 to determine the minimum buoyancy control methods for the site conditions. 3. Once the preferred buoyancy control method is selected, follow the implementation procedures provided in Step 3. Step 1 – Determine Need for Buoyancy Control Required information: (1) maximum height of water outside the tank and above the tank bottom; and (2) the depth of soil cover above the tank top. Tank buoyancy control may be required if: • the water level outside the tank has the potential to rise 30 inches (750 mm) or more above the bottom of the tank; and • less than 12 inches (300 mm) of soil cover is to be placed as backfill over the tank top. Allowable Subsurface Water Elevation Groundwater elevation, groundwater table, and water table are terms for the subsurface condition where water is held in the subsurface soil pores or rock. The seasonal high groundwater elevation represents the sustained highest point the water table has the potential to reach at any time of the year. That point is not necessarily the level at which groundwater may be observed seeping from the soil at the time of tank installation. In general, a qualified soil evaluator or engineer can estimate the seasonal high groundwater elevation from careful examination of the soil profile. Under certain conditions, a perched water table may be present in the subsurface. A perched water table occurs where there is an impermeable or low-permeability soil that causes water to be present in the soil pores above the main water table. A perched water table elevation may exceed the seasonal high elevation of the main water table. The vertical position of the tank must account for both the seasonal high groundwater table and any existing or future perched water table condition. Verify that the subsurface water elevation will not exceed the height of the outlet pipe saddle of the tank, as shown in Figure 1 and described in Table 1. Table 1 Instructions 1. In the left-hand column of Table 1, locate the row corresponding to the height of the water elevation outside the tank and above the tank bottom (Parameter I) for the site conditions. See Figure 2. 2. Follow that row to the right until reaching the column corresponding to the depth of soil cover proposed above the tank top (Parameter II). See Figure 2. 3. If the tank model is listed in that cell, then buoyancy control is required (proceed to Step 2). If the tank model is not listed in that cell, then no buoyancy control is required. 4. IM-Series tanks shall not be installed where the water level outside the tank exceeds the height of the outlet pipe saddle. Infiltrator IM-Series Tank Buoyancy Control Guidance OCTOBER 2016 Table 1: Infiltrator Tank Models1 and Conditions Requiring Buoyancy Control Parameter I: Water height2 above tank bottom Parameter II: Soil cover depth above tank top3 A B 6 in (150 mm) to 12 in (300 mm) Above 12 in (300 mm) 1 Above outlet pipe saddle4 (greater than 43” [1,075 mm])Do not install Do not install 2 36” (900 mm) to 43” (1,075 mm) (to outlet pipe saddle)All models Not Required 3 30” (750 mm) to 36” (900 mm) IM-1530 Not Required 4 Less than 30” (750 mm)Not Required Not Required NOTES: 1. Infiltrator tank models include: IM-540, IM-1060, and IM-1530. 2. Water height corresponds to seasonal high groundwater elevation or perched water elevation measured from bottom-of-tank elevation. 3. Minimum 6 inches (150 mm) soil cover backfill is required. 4. IM-Series tanks shall not be installed where the water level outside the tank exceeds the height of the outlet pipe saddle. Figure 2: Buoyancy Control Parameters for Table 1 Figure 1: Assessing Water Elevation Parameter I Water Height Above Tank Bottom Parameter II Depth Of Soil Cover Above Top Of Tank NO BUOYANCY CONTROL IS REQUIRED IF THERE IS AT LEAST 12 INCHES (300 MM) OF SOIL COVER ABOVE THE TANK TOP. Maximum Allowable Water Elevation Outside of the Tank Corresponds to Outlet Pipe Saddle Invert Tank Bottom 6” (150 mm) min – 48” (1,200 mm) max. 13” (330 mm) Seasonal High Groundwater 43” (1,075 mm) max. Above Tank Bottom Depth of Soil Cover Above Tank Top Top Of Tank Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436. Step 2 – Determine Buoyancy Control Method Step 2 is used if the Step 1 analysis shows that buoyancy control is required for the tank model and installation conditions. The site-specific maximum height of water outside of the tank and above the tank bottom and the depth of soil cover above the tank top must be known to complete Step 2. Table 2 Instructions For the appropriate tank model, select the desired buoyancy control method under each method description column. Refer to the Compatible Devices and Products and Step 3 – Implementation sections of this document for additional information on the buoyancy control methods shown in Table 2. Supplemental Force The minimum supplemental downward force required is included in Table 2 to allow custom buoyancy control methods. These values include a factor of safety of 1.5 applied to the calculated force required to restrain the tank. Custom-designed buoyancy control methods shall conservatively consider saturated conditions from the bottom-of-tank elevation to ground surface. As long as buoyancy control is provided that supplies the minimum weight listed in the table (for poured-concrete blocks or other methods designed by third parties), the tanks are calculated to be stable for the water height outside the tank and above the tank bottom and corresponding soil cover conditions. All Infiltrator strapping and fastening recommendations apply for custom- designed buoyancy control methods. Contact Infiltrator’s Technical Services Department with any questions regarding supplemental force requirements. Table 2: Buoyancy Control Method Selection Tank Model Parameter I: Water height above tank bottom Parameter II: Soil cover depth above tank top Minimum supplemental downward force required1 (total, both tank sides) Buoyancy Control Methods Concrete-filled half pipe (min. length/ side) Concrete parking bumpers (min. length/ side) Concrete traffic barriers (min. length/ side) Helical anchors (min. no./side) Concrete collar (min. width x min. height) IM-540 36 in (900 mm) to outlet pipe saddle 2 6 in (150 mm) to 12 in (300 mm)2,200 lbs (1,000 kg)3.8 ft (1.2 m)3.8 ft (1.2 m)3.8 ft (1.2 m)2 6 in (150 mm) x 9 in (225 mm) IM-1060 36 in (900 mm) to outlet pipe saddle 2 6 in (150 mm) to 12 in (300 mm)2,700 lbs (1,225 kg)4.2 ft (1.3 m)4.5 ft (1.4 m)4.2 ft (1.3 m)2 12 in (300 mm) x 9 in (225 mm) IM-1530 30 in (750 mm) to outlet pipe saddle2 6 in (150 mm) to 12 in (300 mm)4,300 lbs (1,955 kg)6.3 ft (2.0 m)6.5 ft (2.0 m)6.3 ft (2.0 m)2 12 in (300 mm) x 9 in (225 mm) NOTES: 1. See Supplemental Force discussion below. 2. IM-Series outlet pipe saddle height is 43 inches (1,075 mm) above tank bottom (see Figure 1). Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436. Compatible Devices and Products Infiltrator tanks are compatible with the following products for buoyancy control: • Tie-down straps: high-tensile-strength, 10,000 lb (4,500 kg) minimum capacity, nylon or polyester, with corrosion-resistant hardware. • Concrete deadmen anchors: concrete-filled plastic half pipe, precast parking bumper, precast traffic barrier, or precast block. • Helical anchors: Chance™ No-Wrench Screw Anchors with minimum 6-inch (150 mm) diameter, Class 7 or equal. • Mid-Seam Concrete Collar: cast-in-place concrete (minimum 3,000 psi compressive strength at 28 days and minimum 6% air entrainment). Tie-Down Straps Straps are commercially available in varying lengths and with assorted hardware and tightening options. Nylon or polyester strapping with minimum 10,000 lb (4,500 kg) capacity is required for buoyancy control use with Infiltrator tanks. Place straps over the tank at specified locations only (see Figure 5). Tighten straps snugly with a ratchet or turnbuckle system to remove all slack and slightly pre-load the system. All connections, fittings, and hardware must be corrosion resistant or coated with epoxy or other corrosion-resistant materials to inhibit deterioration in the subsurface environment. Consider encapsulating such components in heat-shrink tubing or applying a corrosion-resistant coating prior to burial. Concrete Deadmen Anchors Recommended concrete deadmen anchors include filled plastic half pipe, precast parking bumpers and traffic barriers, and precast blocks. The weight of the deadmen anchors combined with the weight of soil above them provides buoyancy control when properly secured. Deadmen anchors are placed at the bottom of the tank excavation on opposite sides of the tank. The deadmen anchors are fastened to each other with tie-down straps placed over the tank at the locations specified for each tank model (see Figure 5). Concrete-filled Plastic Half Pipe Use Schedule 40 PVC plastic pipe with a minimum inside diameter of 15 inches (375 mm) or HDPE corrugated pipe with a minimum inside diameter of 18 inches (450 mm) cut in half lengthwise. Fill with concrete having a minimum unit weight of 145 lbs/ft3 (2.32 metric tons/m3) reinforced with three equally spaced 40-grade, 1/2-inch (13 mm) diameter steel bars. Weight is 61 lbs/ft (91 kg/m) minimum. Concrete Parking Bumper Use commercially available steel-reinforced parking bumpers with typical dimensions of 12 inches wide by 6 inches high (300 mm x 150 mm). Weight is 58 lbs/foot (86 kg/m) minimum. Concrete Traffic Barrier Use commercially available steel-reinforced concrete traffic barrier or equivalent. Typical dimensions include a 24-inch-wide base tapering to a 6-inch- wide top, with a height of approximately 32 inches (600 mm x 150 mm x 800 mm). Weight is 390 lbs/foot (580 kg/m) minimum. Precast Blocks Concrete precasters can fabricate blocks of various dimensions and weights. Blocks are often an affordable option if they satisfy the minimum weight requirements for use as buoyancy control (see Table 2 and the Supplemental Force section of Step 2 for more information). Helical Anchors Chance™ No-Wrench Screw Anchors with a 6-inch (150 mm) diameter flight, Class 7, or equal. These anchors rely on the shear strength of the soil combined with the weight of the soil above the anchor flight to provide holding strength. Proper installation is to 4 feet (1.2 m) below the bottom of the tank excavation and to within 5° of alignment with the strap alignment. Determine the proper locations for anchor installation to ensure that tie-down straps will be aligned properly for each tank model (see Step 3: Implementation), and follow the anchor manufacturer installation instructions. Concrete Collar A ballast may be constructed along the mid- height seam of the tank using cast-in-place concrete (minimum 3,000 psi compressive strength at 28 days and minimum 6% air entrainment). Concrete shall be cast in contact with the exterior surface of the tank to allow interlock with sidewall ribs and the mid-height flange. Reinforcing steel is not required, but may be added if desired. Step 3 – Implementation Effective buoyancy control of Infiltrator tanks requires careful preparation, thorough excavation, precise placement, secure strapping and proper backfilling, as described and illustrated below. Excavation Requirements It is recommended that the excavation width provide a minimum of 36 inches (900 mm) clearance beyond the tank on all sides when utilizing buoyancy control. This will allow sufficient space within the excavation to place anchoring equipment and fasten strapping. The excavation should provide a minimum 48-inch (1,200 mm) clearance beyond the tank when using Chance™ No-Wrench Screw Anchors to allow for room to properly install the screw anchors. The actual excavation size shall be determined by the installer. Refer to Infiltrator IM-Series Tank Installation Instructions for additional excavation procedures. Concrete-filled Half Pipe Construction Concrete-filled half pipe shall be supported with soil or other stabilizing means below the pipe haunches prior to concrete placement. The stabilization shall prevent the pipe from rolling during placement and curing of the concrete. Concrete shall be allowed to cure for a minimum of one day prior to tank backfilling. Placement of Deadmen and Anchors Concrete deadman anchors are to be installed at the bottom of the tank excavation, parallel to the long axis of the tank (see Figure 3). Figure 3: Plan View The deadmen should be placed close to, but not touching, the tank on both sides of the tank to allow the placement of backfill between the deadman anchor and tank sidewall (see Figure 4). 18 in [450mm] 12 in [300 mm] 6 in [150 mm] 24 in [600 mm] 32 in [800 mm] Quick4 Plus Equalizer 36 LP Typical working torque: ¾” Rod 400 ft. lbs. (542 N•m) 1” Rod 1,000 ft. lbs. (1,356 N•m) 1¼” Rod 2,300 ft. lbs. (3,118 N•m) 15 in [375 mm] to 18 in [450 mm] Steel Rebar 18 in [450mm] 12 in [300 mm] 6 in [150 mm] 24 in [600 mm] 32 in [800 mm] Quick4 Plus Equalizer 36 LP STRAPPING DEADMANANCHOR(TYPICAL) STRAP WIDTH 6" (150 mm) MIN EXTENSION 6" (150 mm) MIN EXTENSION Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436. Strapping Proper installation of straps over the tank is critical for tank stability under constant and fluctuating water conditions both inside and outside the tank. Straps must be placed at the specified strapping locations for each model, as illustrated in Figure 5. Strapping locations are embossed on the exterior surface of the tank with the following text: “SHIPPING /ANTI-BUOYANCY STRAP HERE.” The IM-Series tank strapping locations correspond to structurally reinforced areas of the tank body. Straps must never be placed over access openings, lids, or inlet/outlet piping. Straps must be tightened with a ratchet or turnbuckle system to remove slack and slightly pre-load the system. STRAPPING NOTES: 1. The buoyancy control shall be centered across the straps (excludes helical anchors). The control shall extend a minimum of 6 inches (150 mm) beyond the maximum strap width (see Figures 3 and 5). 2. The minimum deadman length corresponds to the tank model-specific strap width plus 12 inches (300 mm). Backfill and Cover Place backfill between deadman anchor and tank sidewall to fully fill void and tank body corrugations. A minimum 6” layer (150 mm) of suitable cover material is required over all Infiltrator tank installations. Mound cover to direct surface water drainage away from the tank excavation footprint to prevent filling of the tank excavation with precipitation. Establish erosion- resistant vegetation within the tank installation footprint. Refer to Infiltrator IM-Series Tank Installation Instructions for complete backfilling and cover procedures. General Specifications • Prior to ground disturbance, check for subsurface obstructions and utilities in conformance with applicable regulatory requirements. • Excavation safety provisions shall conform to applicable government regulations. • Follow manufacturer instructions for all products and devices used for Infiltrator tank buoyancy control. • Buoyancy control methods described herein do not account for unanticipated conditions such as surface flooding, temporary inundation or other natural occurrences, unintended removal of cover fill over tank, etc. • Buoyancy control methods described herein are recommendations only; consult a professional engineer for customized designs, if desired. Parts and Supplies The parts and supplies necessary are to be purchased separately from the tank. All parts and supplies are either commercially available or available through Infiltrator’s network of tank distributors. Some parts may require fabrication on site using common construction practices. 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. Figure 4: Section View Helical anchors should be installed so that the eye loop is level with the bottom of the tank excavation. They must be in line with the tank model strapping locations (see Figure 5) or lifting lugs, as appropriate. Anchors must also be installed at such a distance from and angle to the tank so that the strapping is within 5° of alignment with the anchor shaft per the anchor manufacturer’s recommendations. Figure 5: Strap Positioning Concrete Collar Backfill the tank to the mid-seam area. Concrete (minimum 3,000 psi at 28 days and minimum 6% air entrainment) shall be cast in contact with the exterior surface of the tank to allow interlock with sidewall ribs and the mid- height flange. The bottom of the concrete collar shall be cast at the top of the mid-seam flange. TANK03 1016 33" (838 mm) 38" (965 mm) 63" (1,600 mm) IM-1530 IM-540 IM-1060 PROVIDE ADEQUATE SPACE FORBACKFILL PLACEMENT BETWEENDEADMAN ANCHOR AND TANK STRAPPING (TYPICAL) DEADMAN ANCHOR CONCRETE COLLAR SECTION VIEW • 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-UFI-1 Rev. 1.2, © 08/14 Page 1 of 1 Universal Flow Inducer Technical Data SheetOrenco® ˆ}…‡…i>` «Õ“« ˆÃV…>À}iÊ>ÃÃi“LÞ œ>ÌÊ>ÃÃi“LÞ Mounting LÀ>VŽiÌÊi«œÝˆi`Ê ÌœÊ*6 ÊÀˆÃiÀ General To specify this product, require the following: •Class 125 4-in. (nominal) PVC pipe body •Injection-molded ABS mounting flange •Injection-molded holster for float tree •Ability to accommodate flows as great as 65 gpm (4.1 L/sec) Standard Model UFI-4 Materials of Construction Flow inducer Class 125 PVC Mounting flange Injection-molded ABS Base Fiberglass-reinforced polyester Specifications Dimensions Flow inducer diameter 4" nominal Height 72" (1828 mm) (can be lengthened or shortened) Shipping weight 13 lb (5.9 kg) Applications Orenco’s Universal Flow Inducer houses any Orenco high-head efflu- ent pump in applications where filtration is not necessary. The base rests on the bottom of the tank, and the mounting flange is epoxied to a PVC riser. The flow inducer can be lengthened or shortened to fit any tank. The tee, which holds the mounting flange and float assembly bracket, slides to any position along the flow inducer. A float assembly (ordered separately) snaps into the bracket. Applications include: •Pump tanks •Disinfection systems •Effluent reuse systems •Cisterns *Typical installation in concrete pump tank. Use screws to secure mounting bracket to riser while epoxy cures. Sliding tee Mounting flange (fits 3-in. pipe) 4-in. flow inducer Float assembly (ordered separately) Float assembly bracket 1 3/8-in. (35-mm) inlet holes Fiberglass base Figure 7 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-CP-S-1 Rev. 2.0, © 03/17 Page 1 of 2 S-Series Simplex Control Panels Technical Data Sheet Applications Orenco® S-Series Simplex Control Panels control single pumps in effluent sewer (STEP) systems, onsite septic systems, and for pump control into conventional gravity sewer systems. General Orenco® S-Series Simplex Control Panels are electromechanical panels for controlling single pumps. Standard features include an Automatic/Off/Manual (Auto/Off/Man) toggle switch, controls circuit breaker, pump circuit breaker, automatic motor control operation, and an audible/visible high water level alarm with auto reset. Specifications for standard and optional features are listed on page 2. All S-Series control panels have a 120 VAC controls circuit breaker. S1 panels have a 120 VAC pump circuit breaker, while S2 panels have a 240 VAC pump circuit breaker. All S-Series panels can be used with both mechanical and mercury float switches. Listed per UL-508 and cUL-508; CE-listed versions of S-Series panels are available. Standard Models S1, S2 Product Code DiagramMaterials of Construction Component Material Enclosure UV-resistant fiberglass, Type 4X (IP 66) Hinge Stainless steel Latch Stainless steel Specifications Feature Specifications Height, in. (mm) 11.5 (292) Width, in. (mm) 9.3 (236) Depth, in. (mm) 5.4 (137) S1 panel ratings* 120 VAC, 1 hp (0.75 kW), 16 A, 1-phase, 60 Hz S2 panel ratings* 240 VAC, 3 hp (2.24 kW) 16 A, 1-phase, 60 Hz * Pump motors used with these panels require internal overload protection. Standard options (list in order): PT = programmable timer RO = redundant off relay DS = disconnect switch ETM = elapsed time meter CT = event counter HT = heater PRL = pump run light PL = power light SA = surge arrestor Pump voltage: 1 = 120 VA C 2 = 120 VAC or 240 VA C Intrinsically safe relays: Blank = standard, no IR relays IR1 = up to 2 float switches IR2 = up to 4 float switches S S Series simplex control panel Orenco S-Series Simplex Control Panel (S1ETMCT shown) Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-CP-S-1 Rev. 2.0, © 03/17 Page 2 of 2 Technical Data Sheet Standard Features Feature Specifications* 1. Motor-start contactor 120 VAC: 17 FLA, 1 hp (0.75 kW), 2.5 million cycles at FLA 240 VAC: 17 FLA, 3 hp (2.24 kW), 2.5 million cycles at FLA 4. Auto/Off/Man toggle switch Single-pole, double-throw HOA switch 2. Controls circuit breaker 10 A, OFF/ON switch, single pole, DIN rail mounting with thermal magnetic tripping characteristics 3. Pump circuit breaker 20 A, OFF/ON switch, single pole (120 VAC) or double pole (240 VAC), DIN rail mounting with thermal magnetic tripping characteristics 5. Audible alarm 95 dB at 24 in. (610 mm), warble-tone sound; gasketed, UL Type 4X (IP66) 6. Audible alarm silence relay Automatic reset, DIN rail mount 7. Visible alarm 7⁄8-in. (22-mm) diameter red lens, “Push-to-silence,” UL Type 4X (IP66), 1 W LED light 8. Enclosure UV-resistant fiberglass and stainless steel, UL Type 4X (IP66) Optional Features Feature Specifications* Product code adder Intrinsically safe Listed per UL 698A, for Class 1 Div. 1, groups A, B, C, D hazardous locations IR control relays (Requires larger enclosure) Programmable timer Repeat cycle from 0.05 seconds to 30 hours; separate variable controls for OFF & ON time periods PT Redundant off relay DIN rail mount; provides a secondary off; sounds alarm upon low level condition RO Elapsed time meter 7-digit, non-resettable; limit of 99,999 hours; accurate to 0.01 hours ETM Event counter 6-digit, non-resettable CT Heater anti-condensation heater; self-adjusting: radiates additional wattage as temperature drops HT Pump run light 7⁄8-in. (22-mm) diameter green lens; UL Type 4X (IP66), 1 W LED light PRL Power light 7⁄8-in. (22-mm) diameter green lens; UL Type 4X (IP66), 1 W LED light PL Surge arrestor Status light on unit; protects incoming power supply from electrical surges SA Test Switch Momentary switch for alarm testing TS * All voltages are 120 VAC unless otherwise noted. Orenco S-Series Simplex Control Panel (S1ETMCT shown) 2 3 4 5 6 1 78 832‐R‐13‐002 December 3, 2017 Project No. C1339 Cecelia Lee clee@mlongoffice.com c/o Mike Primich hellroaringhomesiii@hotmail.com Onsite Wastewater Treatment System Design 4-Bedroom Residence 5352 Frying Pan Road Lot 2, Hamby Subdivision Eagle County, Colorado Cecelia, ALL SERVICE septic, LLC completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.01-acre property is located outside of Basalt, in an area where OWTSs and wells are necessary. Legal Description: Lot 2, Hamby Subdivision1 BK-0215 PG-0963 WD 09-04-69 BK-0255 PG-0824 QCD 05-26-77 R647370 AFF 01-28-98 R647371 WD 01-28-98 Parcel ID: 2467-013-03-002 SITE CONDITIONS A 4-bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS consists of a Jet Aeration septic tank followed by a pump chamber. Water appears to be entering the pump chamber from a breach in the concrete where the pump line exits the chamber. The soil treatment area (STA) appears to be saturated, surfacing occasionally. The existing septic tanks and STA will be abandoned in place. The well serving the residence is located approximately 50-feet to the east of the existing septic tank. The well will be located least 50-feet from proposed septic tank will be at least 100-feet from the proposed STA. The proposed STA will be located in the same approximate location as the existing STA, but mounded. The proposed area is relatively flat. Table 1 describes the minimum required setback of OWTS components to physical features on the property compared to approximate, proposed setback distances. No survey or site plan was available for this property. We utilized Eagle County GIS parcel maps and a Google Earth image to create a site plan. 1 The Eagle County Assessor’s Website lists the subject property address as 400 Castle Drive. Page 2 Table 1 OWTS Components and Physical Features Minimum Required Setback Approximate Proposed Setback House to Septic Tank 5’ 5’ Septic Tank to Well 50’ 55’ Septic Tank to Water Course 50’ 101’ STA to House 20’ 66’ STA to Well 100’ 105’ STA to Water Course 50’ 188’ SUBSURFACE We visited the property on June 16 and November 10, 2017. We are estimating high seasonal groundwater at the ground surface for the purpose of the OWTS design. An evaluation of the native soils was not conducted. We believe the soils to be alluvial given the proximity to the Frying Pan River. The proposed mound will have sufficient basal area to accommodate Soil Type 0 – 3A. Prior to construction of the mound, a profile test pit (Test Pit) must be excavated to verify subsurface conditions. The Test Pit should be excavated to the depth that groundwater is encountered. STA sizing is based on a 3-foot mounded sand filter. A long term acceptance rate (LTAR) of 1.0 gallons per square foot, will be used to design the OWTS, in accordance with 43.11 C. 2. D. Mounded Sand Filters presented in the Eagle County On-Site Wastewater Treatment System Regulations, adopted May 13, 2014. DESIGN SPECIFICATIONS The existing septic tanks will be pumped and collapsed, and the remaining void filled with gravel, sand, or compacted soil. The existing STA will be abandoned in place. The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 600 GPD will be used. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 4 Bedrooms = 600 GPD LTAR = 1.0 GPD/SF (mounded sand filter) 600 GPD / 1.0 GPD/SF = 600 SF The existing sewer line from the house to the septic tank should be explored. If found to be cast iron or in poor condition, it should be replaced with new, 4-inch diameter SDR-35 sewer pipe and a double sweep clean out installed within 5-feet of the house. The system installation will include a new 1500-gallon, two-compartment concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The septic tank must be anchored with Deadmen because of the high seasonal groundwater table. The floats should be set to dose approximately 80 gallons each pump cycle (allowing approximately 9 gallons of drain back after each pump cycle). The control panel for the pump must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista be contracted for start-up of the pumping system. Effluent will be pressure dosed through a 1.5-inch diameter pump line to a mounded, 12’ x 50’ unlined sand filter. A water line is located in the driveway. The 1.5-inch diameter pump line must be encased 10-feet on each side of the water line crossing and under the driveway (see Encasement Detail W4.0/3). If the exact location of the water line is not verified, the pump line should be encased from the septic Page 3 tank to the STA. The pump line must have a minimum 1% slope for drain back into the septic tank after each pump cycle. We recommend the trench be well bedded with road base or sand and covered with Blue Board insulation for protection for settling and freezing. The excavation for the sand filter will begin at approximate native grade. Vegetation should be scraped from the base of the mound. A minimum of 3-feet of sand filter material will be installed in the mound footprint. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Laterals used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2 ½-inch screen and must be retained on a ¾-inch screen. The manifold must be 1.5-inches in diameter. Laterals must be 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 3-feet on center. We recommend Orenco® Orifice Shields be installed on the laterals at each orifice. Laterals will begin 3-feet from the edges of the filter, with 3-feet between each lateral. Each 1.5-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mound must have a minimum 3:1 slope (horizontal:vertical); therefore, the basal area will extend approximately 12-feet beyond the sand filter on all sides (with a total mound height of 4-feet above native grade). Soils in the sloped perimeter areas of the mound must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the STA. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Eagle County Environmental Health Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. Page 4 If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Pump Selection for a Pressurized System - Single Family Residence Project 5352 Frying Pan Road / Long Residence Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 83 40 1.50 None 3 6 40 1.50 3 48 40 1.50 5/32 3 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.68 51 34.6 3 1.5 5.5 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 8.4 5.7 0.0 0.1 0.2 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 8.8 0.6 15.2 24.6 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 34.6 22.3 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: 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 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 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. 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