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Home My WebLink AboutOWTS Design Report 05.07.19 Onsite Wastewater Treatment System Report ASPEN VALLEY POLO CLUB 16411 HIGHWAY 82 CARBONDALE, CO May 7, 2019 Prepared by Roaring Fork Engineering 592 Highway 133 Carbondale, CO 81623 1 Onsite Wastewater Treatment System Report ASPEN VALLEY POLO CLUB 16411 HIGHWAY 82 CARBONDALE, CO THE PROPOSED ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) FOR ASPEN VALLEY POLO CLUB IN GARFIELD COUNTY COLORADO HAS BEEN DESIGNED TO COMPLY WITH THE MOST CURRENT (JUNE 2014) EDITION OF THE GARFIELD COUNTY OWTS USE PERMIT REGULATIONS. 2 Table of Contents Table of Contents .......................................................................................................................................... 2 1.0 Existing Conditions ........................................................................................................................... 3 1.1 General .......................................................................................................................................... 3 1.2 Soil Conditions .............................................................................................................................. 3 2.0 OWTS Overview .............................................................................................................................. 4 2.1 South Septic Field ......................................................................................................................... 4 2.1.1 Design flow .................................................................................................................................. 4 2.1.2 Septic Tank Sizing ....................................................................................................................... 5 2.1.3 Soil Treatment Area Sizing .......................................................................................................... 5 2.1.4 Setbacks ....................................................................................................................................... 5 2.1.5 Distribution and Dosing ............................................................................................................... 5 2.1.6 Head Loss ..................................................................................................................................... 6 2.1.7 Pump Selection ............................................................................................................................ 6 3.0 Maintenance ...................................................................................................................................... 6 Appendix A: Completed OWTS Permit Application ................................................................................ 1 Appendix B: Geotechnical Report and Profile Pits ................................................................................... 2 Appendix C: Design Flows and STA Sizing ............................................................................................ 3 Appendix D: Dosing Volumes .................................................................................................................. 4 Appendix E: Pump Curves ........................................................................................................................ 5 Appendix F: Product Information ............................................................................................................. 6 3 1.0 Existing Conditions 1.1 General The property address is 16411 Highway 82, Carbondale Colorado. The parcel number is 239131100033. The property is owned by Aspen Polo Partners LLP. The proposed development is located south of Highway 82, north of the Roaring Fork River and about 0.62 miles east of Catherine Store Rd. The property is accessed off of the Highway 82 Frontage Rd. which connects to Catherine Store Rd. The legal description of the property is Section: 31, Township: 7, Range: 87 a track of land in lots 8, 9 & 10 of sec 31 and lots 5 &13 in sec 32 in Garfield County, Colorado. The parcel is a total of 100.44 acres. Figure 1 – Garfiled County Assessor’s Map of Property The development is currently proposing two regular sized polo fields, six barns with ADUs, a maintenance barn, a clubhouse, and four small cabins. Four separate Onsite Wastewater Treatment Systems (OTWS) will be used to treat the wastewater from the sources. This report pertains to one of the four systems that will be referred to as the South Septic System. All of the septic systems are located in lots commonly owned by the barn owners. 1.2 Soil Conditions In 2008, a Geotechnical report was produced by HP Geotech. This site was deemed to be in the western Colorado evaporite region within the Carbondale collapse center. The report indicates that this creates a long term settling or subsidence rate between 0.5 and 1.6 inches every 100 years, which should not have significant impact on the development. HP Geotech also delineated 7 different river terraces across the site stepping down to the Roaring Fork River. All of the development for Zone 1 will take place on the upper terrace out of the wetlands. The delineation of the terraces can be seen within the attached Geotech report. The soil profile pits determined by field exploration conducted on January 10, 2008 shows 0.5 to 3 feet of topsoil overlaying 2 feet of silty sand in Pit 1 and relatively dense, silty sandy gravel containing some cobbles and boulders in the remaining pits. This is said to be alluvial deposits. Logs of these exploratory pits and their locations can be found within the Geotech Report. 12 pits where dug with an excavator with most depths ranging between 8 and 10 feet deep. 4 Roaring Fork Engineering excavated two profile pits on April 4, 2019. The two holes were dug within the proposed location of the septic field. There locations are shown in the drawings provided in the Appendix. The excavations yielded similar results as the geotechnical investigation by HP Geotech, with one to two feet of top soil overlaying alluvial glacial silty sandy gravels and cobbles. This investigation combined with the gradation test from the 2008 HP Geotech report indicates that the alluvial layer below the top soil is Soil Type 1 with more than 35% rock larger than 2 mm. Groundwater was not found in the two profile pits which were excavated down to depths of 8 feet. 2.0 OWTS Overview The septic system will be designed in accordance with the Colorado Department of Public Health and Environment’s (CDPHE) Regulation 43 and Garfield County regulations. A Colorado Department of Public Health and Environment (CDPHE) permit is not required for this size of system. The waste water design flows were calculated using section 43.6 of the Garfield County On-site Wastewater Treatment System Regulations. The design flow used per person is 75 gallons per day in accordance with Section 43.6. The assumed number of persons per bedroom is two for design purposes. Additional flows were taken into account for employee use of additional fixtures in the barns. These daily flows were used along with Section 43.7 to determine the minimum distances between components of the OWTS and physical feature such as ponds and wells. Septic tanks will be used to bring the effluent to Treatment Level 1 (TL1). The minimum septic tank size was determined using section 43.9-B1-a Design Criteria and Components, Septic Tanks, Sizing Requirements, Table 9-1 within the Garfield County On-site Wastewater Treatment System Regulations. The required soil treatment area (STA) was determined by section 43.10 of the Garfield County On-site Wastewater Treatment System Regulations. The dosing volume for each field is based on dosing each bed with a quarter inch of water over its entire surface area. This allows the entire dose to infiltrate before the bed is dosed again. The Orenco pump selection software was used to calculate the total dynamic head loss within the system. This information was then used to specify an adequate pump. 2.1 South Septic Field 2.1.1 Design flow The South Septic System treats the wastewater from Barns 1, 2, and 3. Barn 3. It is anticipated all barns will have three bedrooms, so the total number of bedrooms for this system will be 9. - 9 Bedrooms x 2 people x 75 gallons per day = 1,350 gallons per day The horse barns will have extra bathrooms/lavatories for employees. The horse barns were estimated to have five people using the bathroom three times a day. The water use per bathroom visit is 2 gallons based on fixture flows. The additional bathrooms do not include showers, only toilets and sinks. - Horse Barn: 5 people x 3 uses x 2 gallons = 30 gallons per day - 3 Horse Barns = 90 gallons per day 5 Total flows = 90 gallon per day + 1,350 gallons per day = 1,440 gallons per day A design flow of 1,440 gallons per day will be used. 2.1.2 Septic Tank Sizing The septic tank is required to provide a minimum of 48 hours of detention time. Since the proposed system is being designed for 1,440 gallon a day the minimum tank size is 3,000 gallons. One single chamber 2,000-gallon tank will be connected to another 2,000-gallon two compartment tank to meet this requirement and allow for any future expansion. This septic tank will bring the effluent to Treatment Level 1 (TL1) before it is pumped to the STA. 2.1.3 Soil Treatment Area Sizing As previously discussed the soil is Type 1 with more than 35 percent rock larger than 2 mm, which requires a minimum 3 foot deep unlined sand filter for Treatment Level 1. Section 11.C.2.C. of the Garfield County OWTS regulations requires secondary sand to use an LTAR of 0.8 gallons per day per square foot or the LTAR of the receiving soil for TL3, whichever results in the larger area. The LTAR of the receiving soil (Type 1) for TL3 is 1.40 gallons per day per square foot according to Table 10-1 of the Garfield County OWTS regulations, so the design will be based on an LTAR of 0.8 gallons per day per square foot since it results in the larger STA. Using the design flow of 1,440 gallons per day and an LTAR of 0.80 it was determined the minimum STA for a bed configuration is 1,800 square feet. This area calculation does not use any reduction factors since sand is being used. Calculations are provided in the appendix. 152 Quick 4 Plus Standard infiltrators each containing 12 square feet of effective treatment area are proposed for a total of 1,824 square feet of soil treatment area. They will be configured in a bed formation. The field will be separated into two beds with each bed being four chambers wide (12 feet) and 76 feet long (19 chambers per row). Effluent will alternate between the beds using an alternating distribution valve (ADV). The bed configuration does not exceed the maximum width of 12 feet. 2.1.4 Setbacks According to Garfield County regulations. The south STA must be a minimum of 140 feet away from any well. The onsite well is 885 feet from the south STA. The STA not within 50 feet of any of the lined ponds. 2.1.5 Distribution and Dosing The south STA will be pressure dosed. The second chamber of the second 2,000-gallon tank will house the Orenco pump and float tree. The pump will discharge into a pressurized 1.50 inch PVC distribution pipe leading to the ADV. The ADV will discharge into two pressurized 1.50 inch PVC distribution pipes that are split between the two beds. The manifolds and laterals are both 1.50 inch PVC pipe. The laterals run the entire length of the chambers and are suspended from the top of the chambers. The laterals shall have one eighth of an inch orifices spaced every three feet. The ADV is at the high point in the line so the effluent lines can be drained in order to prevent freezing and stagnant fluid sitting in the line. Flow will alternate between the two beds, so one half of the field can rest while the other half is being dosed. 6 The dosing volume was determined by applying a quarter inch of water over the entire surface of the bed (76 by 12) plus any drain back for a total of 179 gallons per dose. This will allow for the water to infiltrate before the next dose is applied to the field. The elevations of the floats in the dosing chamber have been set to meet this dosing volume. See the appendix for dosing calculations and OWTS drawings. 2.1.6 Head Loss The Orenco pump selection software was used to determine the total head loss for the system. Using the distribution pipe material, size and length, orifice size and spacing, bends, the ADV model, the max elevation lift, the manifold and the lateral piping configurations, a system curve was created. From this, the minimum pumping requirements were determined. A system curve is provided in the appendix. 2.1.7 Pump Selection The pump selected for the system is the Orenco PF5005 high head effluent pump. A pump curve, along with product information, can be found within the appendix. 3.0 Maintenance The Owner will follow the operation and maintenance required in Section 43.14 of the Garfield County On-site Wastewater Treatment System regulations. This section can be found in the appendix. Below is a maintenance schedule for each OWTS. Maintenance and Cleaning Frequency Type of Component Inspection/Maintenance Cleaned or Pumped Septic Tanks Every 2 Years Every 2 Years, or As Needed Absorption Areas Every 6 Months N.A. 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Geotechnical Report and Profile Pits Aspen Valley Polo Club16411 Highway 82 Onsite Wastewater Treatment System Report Appendix C: Design Flows and STA Sizing B A S I C S T A C A L C U L A T O R Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent. You may adjust the LTAR for Soil Types 1‐5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR will always be "1" regardless of Treatment Level. Remember that HLT systems are always pressure‐dosed, so no additional sizing reductions are given for Manufactured or Chamber distribution media for HLT systems DISCLAIMER: the OWTS Regulations may limit sizing options based on types of systems, effluent application methods, treatment levels, etc. Not all of the sizing options shown in the calculated tables will apply to every system. These calculations must be verified by the design engineer. Enter Design Flow (gpd) 1440 House size in sq ft 2000 Minimum Tank Size 2880 Enter Number of Bedrooms (including office(s), ADU, etc.)9 Select LTAR 0.8 Flow Per Person 75 Select Effluent Application Factor 0.8 Enter Additional Flow in GPD 90 FOR HLT SYSTEMS w / ANY DIST. MEDIA See Distrbution Media Tabs below for design details T R E N C H S T A 1440 B E D S T A 1800 FOR TL1 w / GRAVEL DISTIRBUTION MEDIA CLICK HERE to go to / return to this TAB T R E N C H S T A 1440 B E D S T A 1800 FOR TL1 w / MANUFACTURED DIST. MEDIA CLICK HERE to go to / return to this TAB T R E N C H S T A 1296 B E D S T A 1620 FOR TL1 w / CHAMBER DISTRIBUTION MEDIA CLICK HERE to go to / return to this TAB T R E N C H S T A 1008 B E D S T A 1260 C H A M B E R D I S T R I B U T I O N M E D I A W O R K S H E E T The minimum required number of chambers are based on the wastewater flow, LTAR and method of effluent application entered in TAB 1. To change any of those parameters, such as using pressure dosing instead of siphons just click HERE to return to TAB 1 and make changes ‐ this sheet will automatically recalculate with that info. * NOTE: FOR HLT SYSTEMS ‐ WHICH MUST BE PRESSURE DOSED ‐ NO ADDITIONAL SIZING REDUCTIONS ARE PERMITTED FOR USE OF CHAMBERS PER SECTION 16.1.I FOR HLT EFFLUENT*INSTRUCTIONS: Determine the STA from the tables at left that reflects the STA type and T R E N C H S T A 1440 wastewater TL and select it from the drop down list in the YELLOW box below: B E D S T A 1800 1800 FOR TL1 EFFLUENT T R E N C H S T A 1008 B E D S T A 1260 MINIMUM REQUIRED NUMBER OF UNITS ARE SHOWN IN TABLES BELOW ‐ FOR EQUAL EFFLUENT DISTRIBUTION THE NUMBER OF CHAMBERS IN EACH BED ROW OR TRENCH MUST BE EQUAL, WHICH MAY REQUIRE MORE CHAMBERS THAN SHOWN BELOW. DISTRIBUTION LINES ARE REQUIRED WITHIN THE CHAMBERS. ADS PIPE INC UNITS INFILTRATOR SYSTEMS INC UNITS Arc 18 (18" wide trench)257 Quick 4 Plus Standard 150 Arc 24 (24" wide trench)200 Quick 4 Plus Low Profile 150 Arc 36 129 Quick 4 Plus High Capacity 150 Arc 36 HC 120 RESERVED Arc 36 LP 129 RESERVED RESERVED RESERVED RESERVED RESERVED #rows #infiltrators/row Width of System (ft) Length of System (ft) Total Infiltrators Excavation Area (ft2) 1 150 3 600 150 1800 2 75 6 300 150 1800 3 50 9 200 150 1800 4 38 12 152 152 1824 5 30 15 120 150 1800 6 25 18 100 150 1800 7 22 21 88 154 1848 8 19 24 76 152 1824 9 17 27 68 153 1836 10 15 30 60 150 1800 11 14 33 56 154 1848 12 13 36 52 156 1872 13 12 39 48 156 1872 14 11 42 44 154 1848 15 10 45 40 150 1800 16 10 48 40 160 1920 17 9 59 36 153 2124 18 9 63 36 162 2250 19 8 66 32 152 2112 20 8 70 32 160 2224 21 8 73 32 168 2336 22 7 77 28 154 2142 23 7 80 28 161 2240 24 7 84 28 168 2338 Bed System Aspen Valley Polo Club16411 Highway 82 Onsite Wastewater Treatment System Report Appendix D: Dosing Volumes Dosing Calculations Project Name: AVPC South Field Project Number: 2017-17 Date: 5/7/2019 By: AMR 1 Calculate total STA pipe length Variable Description Notes Number of Zones 2 Number of Laterals per Zone 4 Number of Infiltrators per Lateral 19 Number of Infiltrators 152 Llateral Lateral Length 76 ft = #infiltrators * 4 ft/infiltrator Ltotal-lateral Total Pipe Length Per Zone 304 ft 2 Calculate approach pipe system volume Pipe Material PVC Pipe Type Schedule 40 Lapproach Approach Pipe Length 350 ft φpipe Pipe Diameter 1.50 in According to manufacturer ID Pipe Inner Diameter 1.610 in According to manufacturer Vapproach Pipe Volume 4.948 cf = Ltotal*0.25* Π * (ID[in]/12)2 Vapproach Pipe Volume 37.0 gal = Vlateral [cf] * 7.48 gal/cf 3 Calculate manifold pipe system volume Pipe Material PVC Pipe Type Schedule 40 Lmanifold Approach Pipe Length 10 ft φpipe Pipe Diameter 1.50 in According to manufacturer ID Pipe Inner Diameter 1.500 in According to manufacturer Vmanifold Pipe Volume 0.123 cf = Ltotal*0.25* Π * (ID[in]/12)2 Vmanifold Pipe Volume 0.9 gal = Vlateral [cf] * 7.48 gal/cf 4 Calculate lateral pipe system volume Pipe Material PVC According to Pitkin County Regulations Pipe Type Schedule 40 Lmanifold Approach Pipe Length 304 ft φpipe Pipe Diameter 1.50 in According to manufacturer ID Pipe Inner Diameter 1.500 in According to manufacturer Vlateral Pipe Volume 3.731 cf = Ltotal*0.25* Π * (ID[in]/12)2 Vlateral Pipe Volume 27.9 gal = Vlateral [cf] * 7.48 gal/cf 5 Calculate total pipe volume Vtotal Total Pipe Volume 65.8 gal = Vapproach + Vmanifold + Vlateral 6 Calculate dosing/pumping volume required φvault Height 4.08 ft Second chamber (max water elevation) φvault Width 6.50 ft Second chamber φvault Length 2.83 ft Second chamber V/ftchamber Volume of Chamber Per Foot 138 gal/ft According to details and manufacturer Vdosing Estimated Dosing Volume 178 gal 1/4" of water applied over the entire bed + drain back Hcalculated Calculated Operating Depth 1.29 ft = Vdosing / V/ftchamber Hcalculated Calculated Operating Depth 15.52 in = Hcalculated [ft] * 12in/ft Hactual Actual Operating Depth Drawdown 15.50 in Vdosing Actual Dose Volume 178 gal = V/ftchamber * Hactual QADF Average Daily Flow 1,440 gpd QADF Average Flow 1.00 gpm QPHF Peak Hourly Flow 7.00 gpm = 7 time peaking factor Qpump Pump Flow 31.0 gpm tdrain Drain Time 5.74 min = Vdosing / Qpump tfill-ADF Fill Time @ ADF 177.94 min Vdosing/QADF, Less than 1 hour tfill-PHF Fill Time @ PHF 25.42 min Vdosing/QPHF 7 Calculate pump starts per hour tcycle-ADF Cycle Time @ ADF 183.68 min =tdrain + tfill-ADF tcycle-PHF Cycle Time @ PHF 31.16 min =tdrain + tfill-PHF Pump Starts per Hour ADF 0.33 = 60 min/hour /tcycle-ADF Pump Starts per Hour PHF 1.93 = 60 min/hour /tcycle-PHF Hmin pump submergence Min recommended (per pump manufacturer)25.00 in P:\2017\13-Polo Fields\11-OWTS\00 - New Layouts_20190403\South Field_20190419\STA Calculator_South Septic Field_20190503_LTAR0.8.xlsx Printed: 5/7/2019 Page 1 of 1 Aspen Valley Polo Club16411 Highway 82 Onsite Wastewater Treatment System Report Appendix E: Pump Curves Pump Selection for a Pressurized System - Single Family Residence Project AVPC South Field_LTAR0.8 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 1.50 350 40 1.50 6402 100 40 1.50 2 10 40 1.50 4 76 40 1.50 1/8 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 Val ve 0.43 52 22.6 2 2.2 3.6 3.6 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 1.5 10.9 4.9 3.1 0.1 0.2 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 37.0 10.6 1.1 16.1 37.0 27.7 gals gals gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 22.6 27.8 gpm feet 0 1020304050607080 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: Aspen Valley Polo Club16411 Highway 82 Onsite Wastewater Treatment System Report Appendix F: Product Information 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 The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 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 construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and 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 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.PLUS05 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 pur- chaser (“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 installa- tion 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 incidental, 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 instal- lation instructions; failure to maintain the minimum ground covers set forth in the installation instruc- tions; 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 Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9"