Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
System Design Report 05.26.2015
ALL SFIIVJCE May 26, 2015 33 Four Wheel Drive Rd Carbondale, CO 01623 970309.3239 Iron Mountain Condo Association c/o Jason Fox 99iavfoxta'�,gmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design Iron Mountain Condos (Four-plex) 4902-4908 CR 154 Garfield County, Colorado Jason. Project No. C1143 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residences. The property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Legal Description: Units 4902, 4904, 4906, 4908 Iron Mountain Condos SITE CONDITIONS A multi -family residence presently exists and is being served by an existing OWTS. The soil treatment area (STA) is showing signs of saturation and failure and must be replaced. The septic tanks are showing signs of deterioration and will also be replaced. There is a well located on the southeast portion of the property. The minimum required setback from the proposed STA is 140 -feet; however, that distance may not be able to be attained. The new STA will be located in the same approximate location or greater distance from the existing well'. A minimum setback of 100 -feet must be maintained from the well to the new STA. The proposed STA location is a relatively flat bench, sloping to the south toward the Roaring Fork River. Native grasses cover the proposed area. There are no potential future land use changes or bedroom additions planned for the property, SUBSURFACE The subsurface was investigated on April 30, 2015 by digging one soil profile test pit excavation (Test Pit) and several additional excavated pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.2 1 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 (Note under Table 7-1, Garfield County OWTS Regulation). 2 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page e 2 The materials encountered in the Test Pit #1 consisted of topsoil to 6.0 -inches, underlain by medium to reddish brown loamy sand to a maximum depth explored of 8 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 2 to 3 -feet below grade. The soil formed a ball, but did not form a ribbon. Soil structure shape was granular, soil structure grade was loose, and consistence was friable. Additional excavations were attempted; however, the area of the existing STA is saturated and effluent was encountered in each additional hole excavated at approximately 4.5 -feet. STA sizing is based on Soil Type 1, Loamy Sand with granular structure type and moderate structure grade. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 1 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit #1 Sidewall PT �rAY} sIS� .1 Backfill Sieved sample Additional excavations with effluent Page DESIGN SPECIFICATIONS The existing septic tanks and STA will be abandoned in place. The septic tanks must be collapsed and remaining void filled with gravel, sand, or compacted soil. Design Calculations: Average Design Flow = 75 x 2 x 10 Bedrooms =1500 GPD LTAR = 0.8 GPD/SF 1500 GPD 10.8 GPD/SF x 1.0 (pressure dosed bed) x 0.7 (chambers) = 1312 SF The new OWTS design is based on a total of 10 -bedrooms in the four-plex. An average daily wastewater flow of 1500 GPD will be used. The system installation will include a new 2000 -gallon, two-compartment concrete septic tank followed by a new 1250 -gallon, two-compartment concrete septic tank with an Orenco® pumping system. A PF3005 pump has been specified and floats must be set to deliver approximately 95 gallons per dose. Effluent will be dosed through a 1.5 -inch diameter Schedule 40 pump line to an automatic distributing valve (ADV), Model 6402A. The ADV must be placed at a high point. The 1.5 -inch diameter pump line must have a minimum grade of 1% for proper drain back into the septic tank. Effluent will be distributed to two gravelless chamber beds via 1.5 -inch diameter Schedule 40 pipes to level, 1.5 -inch diameter manifolds. Each bed will consist of four rows of eleven ARC ADS chambers with 1.25 -inch diameter laterals hung with zip ties to the underside of the chambers. The 1.25 -inch diameter laterals will have 1/8 -inch diameter orifice holes facing up (with the first and last holes facing down for drainage), 3 -feet on center. Each lateral must end in a 90 degree sweeping ell facing up with a ball valve for flushing in a valve box, accessible from grade. Inspection ports must also be installed on each corner of the bed. Both flushing valves and inspection ports may be cut to grade and covered with a valve box for access, Installation of the beds must be no more than 6 -inches below grade (just below the topsoil layer), requiring a minimum of 1 -foot of cover over the chambers. Backfill should contain no larger than 3 -inch minus material and must be able to support growth of vegetation. 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 Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. Page 4 REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units: alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. 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. 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, air release valves and 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. Page 5 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 13y: 06th OSI-6C/Lig� Richard H. Petz, Carla Ostberg, MPH, RENS Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services and/or goods which are the subject of the contract in connection with which the liability arises. Pump Selection for a Pressurized System - Multiple Family Residence Project 4902-4908 CR 154 Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport L ne Size Distributing Valve Modd Transport Length After Valve Transport Pine Class Transport Pepe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Numberof Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe S!ze Orifice S ze Orifice Spacing Residual Head Flow Meter 'Add -ori Friction Losses Calculations 2.00 inches 129 feet 40 1.50 inches 6402 17 feel 40 1.50 indies 8 Teel 9 reel 40 150 inches 8 56 feel 40 1-25 Indies 116 indies 3 feel 5 feet None inches 0 feel Minimum Flow Rale per Orifice Numberof Orifices per Zone Total Row Rate per Zone Numberof Laterals per Zone Flow D fferential 1stiLast Orifice Transport Veloaty Before Valve Transport Velocity After Valve Frictional Head Losses 0 43 gpm 76 33.0 gpm 4 1,9 % 5.2 fps 5.2 fps 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 Pipe Volumes 2.2 8.1 7.9 1.1 02 0.2 0.0 0.0 feet feet feet feet feet feet feet feet Vol of Transport Line Before Value Vol of Transport Line After Valve Vol of Manifold Via{ of Laterals per Zone Total Vol Before Value Total Vol After Valve 136 1.8 0.9 17.4 13.6 20.2 Minimum Pump Requirements gals gals gals gals gals gals Deagc Flow Rale Total Dynamic Head Orono Systems' Incwpwv.d a"aosd 1x.70. 33.0 gpm 32.6 feet Total Dynamic Head, TDH (Feet) 300 250 200 150 100 50 1111111�11111111II111I11h1IIN1111N1111 111111111111I11111I1111I1I1II1111I11I111 1111111111111111111111111111111111111111 11111111 1111111111111111111111111111111 111111111111111111 11111111111111111111 "�111111111111111111I111111111111111111 1111111111111111111111111111111111111111 1111 11111111111111111111111I1111I111I1 11111111111111111111111111111111111111111 ]111111111111I111II111i11111111111111I 1111111111111111111111111131111111111111 1111111111111111111111111111111111 1111 11111111111111111111111111111011111 1111 I111111111111111111111111111111111111111 I1IIIII11 111111111I111II1t1I1111 111111 1A11III1111IIII1III1I1IIN111II�1iII11II 11111 11111111111111111111111111111111111 1111111III1©111111111111111111111111111II 1111111111111111111111111111111111101111 1111 1111111111111111111111111111111111 11111111111111111111111111111111411111 11111 I1I111111 11/118511 1111I 11111 1111111111111111111111111111II111►1I IIIHUIH IHIOHIH!H!IO®1111181g1 I111iIIIII1I1II1I11I11111:iii11III11191 11111111111111111611111111111111111111111 Iii■ii1111I1111111111111111111111111111111 00 PumpData 10 15 20 25 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 11 5/23)V 10 6CH z.200%, 306 0Hz PF3007 High Head Effluent Pump 30 GPM. 314HP 230V 1060Hz, 2001460V 3060Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1060Hz, 2001460V 3060Hz PF3015 High Head Effluent Pump 30 GPM 1-1/2HP 230V 1060Hz, 200/230/460V 3060Hz Legend 30 35 System Curve:..... Pump Curve — Pump Optimal Range:... Operating Point° Design Point() 40 1 CPlt3 JBqufnNt�B�'d a ti lig CO \\� 0170 17 S stmuso :Bina z / � � / 1 1 1 / :eine I T 1,1 O m a a N m E • .7n II O 0 A x w 0. 0 amp a K r g CD 0. 6 -5 a 2 X ° -0 • Co O SI/971So 79i8Q 0 N 0 • 0 0 0 0 v 0 rn 0 £YtLD •regWrI pefa,q gt (j( 0,Lo E 0 / m /rrn m isi NOLLO3S VIS S INFILTRATORIR► OUICK4{TM► CUT SHEET §/22 2m-2 z,,n //( m 03y 2}, k§k § 0 \ ( L -"-J11451".'51.4.15.1\? 'STN • MIA NVId IV3IdA1 £J�te. if »2w$ 50 o a0 § sumo :e1eO 11V1301LI0d NOlLO3dSNI 0 k 0 x2 )j 00 §� § kk O �\ O oi; m mg m 00 il 52 §2-1:1 8K13gg5! c.60KjC0-M0 o69,� 00 0§;3 2§\° >m !#k §� ▪ §f]§@gq2- § k' Eng mo2 w.§ .°— z00 2n §-§\ adv§ ..)1 xi\/ § m6%} 222 e11 o -1o ; q§§\ ck2 2 Rm®» ;»# 6,20;u1 ; �� §f§ k 3 0 ewa • ) 3� RI ou �I 2# O ) � 0 § d Ma 11Vi301f1ONV310 0 \]r ) ; ,_— r 73 0mCa 1, M §;M §0c 2 r 1.11§X / 00 k 0 / Item # 2000T-2CP 2000 Callon Top Seam Two Compartment DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft2 • fc 0 28 days; concrete = 6,000 P51 Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided Targe stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available • Secondary safety screen available with PVC riser • Option of pump or siphon installed ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWA9LE EARTH F1L.L 0'-0" 3'-0" 1'-0" 3'-0" 2'-0" 4'-0" Length 4'-0" DRY 4' — 0" 15' 56" 162" Top View Section View Jigging Specs Invert Dimensions Net Capacity Net Weight Long x 8' Wide below inlet Inlet Outlet Length Width Height Inlet Side Outlet Total Lid Tank Total 56" 53" 162" 78" 68" 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs 20950 lbs Weser a(719) 3954764 28005 Ca Rd 317 wastewater P.O. Bars • Systems BueneVis� 0081211 LI VALLEY •• productsFa= (719) 396-3727 PRECAST, Inc. • Service Wablib: www.valleyprecastaom Email: oom Item # 1250T-2CP-HH 1250 Galion Top Seam Two Compartment with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 56.25 ft2 • fc 0 28 days; concrete = 6,000 PSI Mtn. Installation: • Tank to be Bet on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on oil sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided Targe stones are removed • Excavation should be dewatered and tank filled with water prior to being put In service for Installation with water table Tess than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with Internal piping • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH_FILL 0' — 0" 2' — 0' 1' — 0' 3' — 0" 2' — 0" 3' — 0" 3'-0' 4'-0" DRY 4'-0" Top View 24" Minimum eight Dlscamed Mire *Service contracts available forte* 130" " Section Pump: View • Lowers TSS and Improves effluent quality b field • Easiest pump system to maintain on the madcet • Complete Installation (wiring, panel, mounting and start-up procedures) • Complete wenanty Digging Specs Invert Dimensions Net Capacity Net Weight 13' Long x 7' Wide 56" below inlet Inlet Outlet Length Width Min. Height Inlet Side Outlet Total Ud Tank Total 56' 73' 135" 60" 92" 843 gal 416 gal 1259 gal 3120 lbs 10680 lbs 14200 Ibe Water & Wastewater 0 VALLEY• • � 11 PRECAST, Inc. • service (719) 3956764 28005 Ca Rd. 317 P.O Boc975 Fisc (719) 395-3727 Buena VI*, 0081219 Website: www.valleyprecastcom Ems: fiontdeelavalleyprec:astcom This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERGI, call Orenco Slstents, Inc. at 1-800-348-9843. Orenco Automatic Distributing Valve Assemblies For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 0. The opening 0 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 0 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam 0. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve Orenco Systems Incorporated 1-800.348-9843 HTP -VA -1 Rev. 1.2, I'D 11/03 Orenco Systems'. Inc. Page i of 5 Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of -check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP -VA -1 Rev.12. m 11103 Oilmen Systems'. Inc. Page 2 of 6 Table I. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL - 0.085 x Q1.45 V4600A HL = 0.085 x Q138 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e 0 0 Q) V6600A 1 IL = 0.0049 x Q2 -fr 5.5 x (1 - e-11 IQ) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 10-40 10-25 15-70 15-70 V6600A V4600A V4400A V6400A 5 10 15 20 25 30 35 40 45 50 55 00 65 70 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube Pump Vaults when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube` pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP -VA -1 Rev. 11. m 11/03 (hence Systems', Inc. Pape 3 al Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not Iaid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank 'ransport Line Distributing Valve Assembly Discharge Laterals .fir' ak' Figure 4: Ideal valve location NTP•VA-1 Rev -1,2. Li 11/03 °ranee Systems'. Inc. Page 4 of fi System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) if visual operation of which zone is operating is not possible, watch the clear pipe on each Iine for indication of which zone is operating. Dosing Tank Pressure Release Line i h�2'•0' �.`'' Transport Line Discharge Lalerals Check Valves if h>7.0' Distributing Valve Assembly keY a Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. CIean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP -VA -1 Rev.12. ®11/03 orenca Systems', Inc. Page 5 at 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. Check for- freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: SOLUTION 1: SOLUTION 2: SOLUTION 3: 3, PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: CAUSE: SOLUTION 1: Stem and disk assembly not seating properly on valve outlet. Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner Valve skips outlets or zones Pumping into an empty transport line especially downhill may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. Keep the transport line full. If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. The stem and disk assembly is being advanced past the desired outlet. Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -11A-1 Rev.12. ®11/43 Orenco Systems`. Inc. Page 6el6 Distributing Valves Submittal Data Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand Filters and drainfields. distributing valve Top View hell valve elbaw Bottom View Specifications Side View General Orono Systems• Incorporated 1-800-348-9843 Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube Pump Vaults to provide pressure and Row requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP -VA -1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6404A, V6605A, V6606A. Nomenclature V❑❑❑❑A T llndicaies assembly Number of -active outlets Model series 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve V6402A, V6403A, Materials of Consbuction All Fittings: Unions: Ball Valve: Clear Pipe: V4XXX Distributing Valves: V6XXX Distributing Valves: Sch. 40 PVC per ASTM specification Sch. 80 PVC per ASTM specification Sch. 40 PVC per ASTM specification Sch. 40 PVC per ASTM specification High-strength noncorrosive ABS polymer and stainless steel High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, m 4103 Page 1 o12 Distributing valves (continued) Head Loss Through Assembly (ft 35 30 25 20 15 10 5 V6600A V4600A 0 5 V4400A V6400A I t k I -t i 1--1--1-^- - I 1 1 11-1 1 E 1 t- -1-f 1-I- -i-I-t-t- -1-i- 1 1 1 1 1 -I_ _1 1. 1 t 1 1t- 10 15 20 25 30 35 40 95 Flow (gpm) 50 55 60 65 70 Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (it) Min. Enclosure V4402A 1.25 125 10 - 40 170 VB1217 V4403A 1.25 V4404A 1.25 V4605A 1.25 V4606A 1.25 125 125 125 125 10-40 10-40 10-25 10-25 170 VB1217 170 VB1217 170 RR2418 170 RR2418 V6402A 1.5 1.5 15 -100 345 RR2418 1 V6403A 1.5 V6404A 1.5 V6605A 1.5 V5506A 1.5 1,5 1.5 1.5 1.5 15-100 15-100 15-100 15-100 345 345 345 345 RR2418 RR2418 RR2418 RR2418 AMU -SF -VA -1 Baer, 3.0, 0 4103 P494 2 aI 2 Orenco i Technical Data Sheet_ Universal Biotube® Pump Vaults For use with Orenco° 4 -inch (100 -mm) Submersible Effluent Pumps Applications Orenco Biotube® Pump Vaults are used to filter effluent that is pumped from septic tanks or separate dosing tanks in STEP systems and onsite wastewater treatment systems. They remove two-thirds of suspended solids, on average. Pump vaults house a Biotube effluent filter and one or two Orenco high -head effluent pumps and can be used in single - compartment septic tanks with flows up to 40 gpm (2.5 IJsec). When flows are greater than 40 gpm (2.5 Vsec), a double -compartment sep- tic lank or separate dosing tank is recommended. Support pipe External flow inducer Inlet holes Side view Tank Access and Riser Diameters Diameter, In. (mm) PVU with simplex pump PVU with duplex pumps Tank access, minimum Tank access, recommended Riser, minimum 19 (483) 20 (508) 24 (600) 19 (483) 20 (508) 30 (750) General The Orenco Biotube Pump Vault includes a molded polyethylene hous- ing with an internal Biotube filter cartridge constructed of polypropylene and PVC. Schedule 80 PVC support pipes are included to suspend the vault in a tank opening.'Earless' 68 -inch (1727 -mm) vaults, which rest on the bottom of the tank instead of on support pipes, are also available. The filter cartridge can be removed without pulling the pump or the vault. Effluent enters through inlet holes around the perimeter of the Biotube vault and flows through the Biotubes to the external flow inducer. The external flow inducer accommodates one or two pumps. Orenco Biotube Pump Vaults are covered by U.S. patents #4A39,323 and 5,492,635. Standard Models PVU57-1819, PV1168-2419, PVU84-2419, PVU95-3625. Product Code Diagram PuuD❑-00-0 - T - TSIMorl PIM Imp Blank = standard, fa 24" (600 mm; ri;cr L = long, for 30" (750 mm) riser NS = no support pipe bracket (earl; ;i Wel hale height, standard: 13"(330mm) 19" (482 mm) 25" (635 mm) Cartridge height, standard 18" (457 mm) 24" (610 mm) 36" (914 mm) Vault height." 57' (1448 mm) 68° (1727 mm) 72' (1829 mm) 84`(2134 mm) 95" (2413 mm) or custom specification ekttube" filler mesh: Blank =1B' (3 2 mm) mesh P =1116" (1.6 mm) mesh Universal Pomp Vault " Custom heights from 42" 10 135" available Materials of Construction Support pipe Biotube® vault Biotube filter cartridge Float stem Drain valve ball Schedule 80 PVC Polyethylene Polypropylene/PVC Schedule 40 PVC Polypropylene Orenco Systems• Inc., 814 Airway Ave., Sutherlin, 0R 97479 USA • 800-348-9843.541-459-4449 • wwuworenco.cam NTD-PVU-1 Rex1.3,009114 Page 1 of 2 orenco° A 6 2- (50mm min B Specifications 1 Side view cutaway —Support pipes F H Dimensions C Top view A, in. (mm) 3 (76) Drain 8, in. (mm) 4 (102) valve ball C. in. (mm) 17.3 (439) D, in. (mm) 16.6 (422) E, in. (mm) 12 (305) Model PVU57-1819 PVU68-2419 PVU84-2419 PVU95-3625 F, vault height, in. (mm) 57 (1448) 68 (172T) 84 (1727) 95 (2413) G, lowest float setting point, in. (mm) 29 (737) 35 (889) 51 (1295) 50 (1270) H, inlet hole height, in. (mm)' 19 (483) 19 in. (483; 19 (482) 25 (635) J, Diotube" cartridge height, in. (mm) 18 (4571 24 (610) 24 (610) 36 (914) Biotube mesh opening, In (mm) 0.125 (3) 0.125 (3) 0.125 (3) 0.125 (3) Filter flow area, f12(m7) 4.4 (0.4) 5.9 (0.5) 5.9 (0.5) 9.0 (0.84) Filter surface area, ft2 (m2) 14.5 (1.35) 19.7 (1.83) 19.7 (1.83) 30 (2.79) Maximum flow rate, gpm (Usec) 140 (8.8) 140 (8.8) 140 (8.8) 140 (8.8) ' May vary depending on the configuration of the tank. NTO-PW-1 Rer.1.3, 009114 Page 2 of 2 Orenco Systems` Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www,orenco.com Orenco° Technical Data Sheet PF Series 4 -inch (100 -mm) Submersible Effluent Pumps Applications Our 9 -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. 0renco'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 Biatube' pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor C,4e C US LR80980 LR205389B — Discharge Connection — Bypass Orifice — Suction Connection Powered by - Franklin Electric 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-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0,1.3, and 1.9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship • Not applicable for 5 -ha (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 PFU❑0❑-❑ TCord length, ft (m):? Blank = 10 (3) 30 = 30 (9) Voltage, nameplate: 1 = 115' 200 = 200 2 = 2301 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 'h hp (0.25) 07 = 3 hp (0.56) 15 = 1-1'i hp (1.11) 30 = 3 hp (2.24) Nominal flow, gpm (Usec): 10 = 10(0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) 05 = 14 hp (0.37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) 20 = 20 (6; 50 - 50(15: Pump, PF Series • 14 -hp (0 31 W) only '220 volts for 50 Hz pumps ,Note: 20 -tool cords are avaltable only for single-phase pumps Brough 1-Y1 hp Orenco Systems• Inc, , 814 Airway Ave., Sutherlin, OR 97479 USA • 800.348-9BU • 541-459-4449 • www.orence.com HTR-PU-PF-1 Rev. 2.2,009114 Page 1 of 6 Specifications, 60 Hz 'z Pump Model Mi PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 % 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 % in. GFP 23 0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 % in. GFP 23 0 (660) 16 (406) 26 (12) 300 PF100712 4.5 10 (0 6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 34 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 % in. GFP 25 4 (645) 17 (432) 31 (14) 300 PF101012 56 10 (0 6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 34 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 Y4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5" 8 10 (0 6) 2.00 (1.49) 1 230 240 12.1 12.1 *:8 1 % in. SS 39 5 (1003) 22 (559) 48 (22) 100 PF102032 5.6.6 10 (0 6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 % 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 % 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 % 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 % 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 34 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 % 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 Y4 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 % 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 % in. GFP 27 8 (706) 20 (508) 33 (15) 300 PF2015121'5 20 (1.3) 1.50 (1.11) 1 230 240 12 4 12.6 9 1 Y in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200' 5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 3/4 In GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 '/ 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 % 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 Y4 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 Y4 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 % 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 Y4 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 34 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF30151230 (1.9) 1.50 (1.11) 1 230 240 12.6 12 6 8 1 % 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 % 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 % 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 % 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 % In. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5.57'6 30 (1.9) 3 00 (223) 1 230 240 16.8 16.8 14 1 % in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5.6.6 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 Y4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5.6.'' 6 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 % in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5.6.8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 % 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 Y4 in. SS 60 8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 3n. SS 20 3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 62 2 2 In. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3 2) 0.50 (0.37) 3 200 208 3.7 3 7 2 2 In. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3 2) 0,50 (0.37) 3 460 480 1.5 1.5 2 2 In. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3 2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 In. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3 2) 0.75 (0.56) 3 230 240 3 9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3 2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD -PV -PF -1 Rev. 2.2, 0 09114 Page2of6 Orenco Systems° Inc. , 814 Airway Ave., SWherlin, 0R 97479 USA • 800-348-9843 •541.459.4449 • www.orenco.com Specifications, 60 Hz (continued) 11 it Pump Model PF500734 PF501012 PF50103200 PF501034 PF5015124 PF501532004 PF503012 4.5.' PF50303200 4 5'e PF503034 4" PF505012 5b.'.6 PF505032 56.7A P1751012 PF751512 Technical Data Sheet E it d 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (4.7) 75 (4.7) 0.75 (0.56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2,23) 5.00 (3.73) 5.00 (3.73) 1.00 (0,75) 1.50 (1.11) 3 1 3 3 1 3 1 3 3 1 3 1 1 460 230 200 460 230 200 230 200 460 230 230 230 230 480 240 208 480 240 208 240 208 480 240 240 240 240 1.8 10.1 5.7 22 12.5 7.0 17.7 13.1 5.3 26.2 16.5 9.9 12.1 1.8 10.1 5.7 2.2 12.6 7.0 17.7 13.1 5.3 26.4 16.5 10.0 12.3 3 4 4 4 5 5 8 8 8 13 13 3 4 2 In. SS 2in.SS 2in.SS 2 in. SS 2 in. SS 2 In. SS 2 in. SS 21n. SS 2 in. SS 2in.SS 2in.SS 2in.SS 2 in. SS 34.8 (884) 27.0 (686) 26.4 (671) 26.4 (671) 32.5 (826) 29.3 (744) 43.0 (1092) 43.4 (1102) 40.0 (1016) 65.4 (1661) 59.3 (1506) 27.0 (686) 33.4 (848) 25 (635) 26 (660) 26 (660) 26 (660) 30 (762) 26 (660) 37 (940) 30 (762) 31 (787) 55 (1397) 49 (1245) 27 (686) 30 (762) 31 (14) 35 (16) 39 (18) 39 (18) 41 (19) 35 (16) 55 (25) 55 (25) 55 (25) 64 (29) 64 (29) 34 (15) 44 (20) 300 100 300 300 100 300 100 300 300 300 300 100 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4.5 PF101552 5.6 PF300552 PF300752 PF301052 PF301552 4.5 PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50(1.11) 0.50 (037) 0.75 (0 56) 1.00 (0 75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1 50(1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 6.2 10.5 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.2 11.4 4.1 6.1 74 9.3 4.0 6.4 7.4 9.1 7,3 6 9 18 4 5 7 8 2 3 4 5 4 1 14 In. GFP 1 34 in. GFP 1 %4 In. SS 1 144 in. GFP 1 V4 in. GFP 1 34 in. GFP 1 Yin, GFP 2 in. SS 2 In. SS 2 in. SS 2 in. SS 2 in. SS 23.0 (584) 26.8 (658) 39.5 (1003) 22.5 (572) 24.8 (630) 28.4 (721) 35.4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 Gh P = plass•fllled polypropylene. SS = stainless steel. The 134•in. NAT GFP discharge is 2 7.6 2-!n. NAT SS discharge is 27B in. heraganal across Mals Discharge is female NAT threaded, Distributor about fittings to connect hose and vahe assemblies to metric -sized piplog 2 Minimum liquid leve! Is for stogie pumps when installed in an Orenco 8iotubet Pumo Van7 or Orenco for more Information 3 Weight Includes carton and 10.1 (3 m; cord. In. octagonal across hats, mer 1: -in. NPT SS discharge is 214 kr. octagonal across flats. and the U.S. nominal sire, to accommodate 0rencet discharge hose and valve assemblies. Consult your Orenco L lversa., Flow inducer. to other applications, minimum liquid level should be top o! pump. Consult 4 Nigh -pressure discharge assembly requ'red 5 Do not use cam4ock option (0) on discharge assembly. 6 Custom discharge assembly requfed tor these pumps. Contact Orenco. 7 Capacitor pack (sold separately or Installed In a custom control panel) required for this pump. Contact (kenos. 8 Torque locks are available for all pumps, and are supplied with 34rp and 54rp pumps. Orenco Systems Inc. , 614 Airway Ave., Sutherlin, 01197479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD -PV -PF -1 Rev. 2.2, 0 09/14 Page 3 o16 Orenco° Technical Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Eng neered themloplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) ripe;`.ers Celcon'6' acetal copolymer on 10 20. arid 30-gpm models; 50-gpm impellers are Noryl GFN3 hake screen Polypropylene Suction connection Stainless steel Dsve shaft 7/16 inch hexagonal stainless steel, 300 series Coup': ng Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed al sta'nless steel. Motor Led with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures mcisture flee 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 Vsec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flaw rate - the value, measured in gpm, expressed by the first Iwo numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid tine. Flow flow rates outside of these ranges are shown with a dashed line, For the most accurate pump specif cation, use Orenco's PumpSelecr software. Pump Curves, 60 Hz Models 800 w 700 a 600 500 a) 400 sa 300 h. 200 100 Flow in gallons per minute (gpm) bU 40 20 00 80 60 40 20 n - = a - PF10 Series, 60 Hz, 0.5 - 2.0 hp - 11110211 60 " Hz, 0.3 hp 1 �PF11503) • I - PF1010 IPF1007 —° ° i- 11110051::� -- -1— _ _ PF1005-FC - -� - • - :- w/V+'flow controller • - — 1 0 2 4 6 8 10 12 14 11 Flow in gallons per minute (gpm) bU 40 20 00 80 60 40 20 n ` " TT PF15 Series, 60 " Hz, 0.3 hp �PF11503) • -- 0 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD-PU-PF-1 Rev. 2.2, 0 09!14 Pape 4 of 0 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, 01197479 USA • 800-348-9843.541-459-4449 • www.orenco.cam Materials of Construction Discharge Glass titled polypropylene or stainless sleet Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass Tilled PPO (Noryl GRJ3) Impellers Cetcon' acetal copolymer on 10 , z U, and 30-gprn models, 50 gpm impellers are Nor;f r,FN"s 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 propyterre glycol for constant lubrication. Hermetically seated rnotor housing ensures moisture -free windings. All thrust absorbed by Hug:bury-type thrust bearing. hated for continuous duty Single phase motors and 200 and 230 V 3-phase motors equipped With surge ;arestors Tor added security. Single-phase motors Through 1.5 hp (1.11 kW) have built-in thermal orerroad protection, which hips at 203.221 F (95-105' Q. Using a Pump Curve A pump curve helps you determine the best pump for your system f'untp curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graph:Gal representation of a pump's opt.nlal performance range. Primps perform hest at their nominal flow rale — 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 litre For the most accurate pump specification, use Orenco's PumpSelecl- software Pump Curves, 60 Hz Models 800 700 E ▪ ▪ 600 O 500 a 400 41.3 e 300 200 100 PF1020 PF1010k .r. [PF10071 IPF1005 PFIO Series, 60 Hz. 0.5 - 2.0 hp PF1005-FC w/ 1/4" flow controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) N7P-Pu-PF-1 Rev. 2.2, 0 09!14 Page 4 al B 16 Total dynamic head (TIM in feet 160 140 120 :00 80 60 40 20 0 0 141503 t5 5erries, 60 Hz, 03 hp 1 3 6 9 12 15 18 2- 24 Flow in gallons per minute (gpm) Orenco Systems° Inc., 814 Airway Ave, Sulherlin, 0R 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.corn 60 Hz Models (continued) 400 350 Ira cb fi ▪ • 300 ti 250 fi 200 ca e 150 100 Fd Total dynamic head (TM) in feet 50 450 400 350 300 250 200 150 100 50 0 0 10 20 30 40 50 60 70 8) Flow in gallons per minute (gpm) 1PF20151 LPF2010 PF2005 PF2O Series, 60 Hz, 0.5 -1.5 hp 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) tar 600 ti ▪ 500 • 43 • 2iac' EQ 900 600 7r.i7 PF3050, IP 030; i 400 PF302O '300 1PF3015, Total dynamic head (TDH) in feet 100 0 0 103 8C 7n 33 EC! 40 3G 20 s3 . PF3010 IP F30071 P PF30Series,60Hz,0,5 50hp1 10 15 20 2E 30 35 40 X15 Flow in gallons per minute (gpm) PF7515 PF7510� 4PF75 Series, 60 Hz. 1.0 -1.5 hp] 0 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) Orenco Systems• Inc. , B14 Airway Ave., Sutherlin, OR 97479 USA • B00-348-9843.541-459-4449 • www orenco.com Ni0-PU•Pf-1 Rev. 2.2.0 09114 Page 5 of 6 Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal 16 32 42 6.3 7.9 9.5 11 13 120 PF10 Series. 50 Hz, 0.37 - 1 kW PF101552" 160 1.2 1 5 140 et 120 20 45 [PF1005-FC la - ' d 6mm How controller .__. 1 525 ei 459 it e 394 ,2 1,.rt 1:1E -m 6. • 197 0.1 02 03 14 OS 0.6 0.7 so Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7 9 16 24 32 40 48 66 Fi5ia1Ties, 50 Hz. 037- 1.11 kW: 0.9 65 40 131 in 14 m as ; PFS01 5521 , 115 ea e = ,t, -.... ao .." .........,....,.. 98I .,-., •— czi 1,1501652:' 13 ' ..... ..4.,..,,. 82 Cs 25 •eib 20 11PF5e07 2 1..,.. „... ... ..... 66 et -e al as 15 ' • 11.' 49 E -4, 7-4 LP,Fsco5,....,,52 I .......... ..,... ,4 ,.. 5[ 16 0 0 05 1.0 1.5 20 2.5 30 3.5 4.0 4.5 Flow in liters per second (LIsec) Total dynamic head (TDH) in meters Flow in gallons per minute (gpm), nominal 63 13 I 25 32 .RF301552r 'PF30•10521 PF380752 F. 13) Series, SO Hz. 0.37 - I.ilkW 04 328 e 262 It 197 t".•_ 0.1 ,cs 131 66 13 08 12 1.6 20 2.4 Flow in liters per second (Usec) Flow in gallons per minute Wm), nominal TO 19 29 38 48 57 67 76 86 1.8 24 ao 35 42 4.8 54 Flow in liters per second (L/sec) 89 79 69 If 59 z 49t ea 39 .a 301 - to 20 -.. as ti. AMY Am."- 1 NID.131).PF-1 Orenco Systeme Ir., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Ras 2.2. 0 OW14 Page 6016