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HomeMy WebLinkAboutPERC Test 121522���� Arkansas Department of Health Environmental Health Protection Individual Onsite Wastewater System Permit Application Permit Type DR Environmental ID# ❑ New Installation ED Alteration / Repair NEENM©©M n...s a A w44 n T._�fr ant Tuna rrhorlt nrial Receipt Number --' ZZC,nS i. Fee Schedule for Structures 1 4 Structures 1500 sq ft or less Structures more than 1500 sq ft and up to 2000 sq ft Structures more than 2000 sq It and up to 3000 sq ft Structures more than 3000 sq It and up to 4000 sq ft Structures more than 4000 sq ft Alteration and Repair _ $ 30.00 $ 45.00 $ 9o.00 $120.00 $150.00 $ 30.00 ❑ ❑ ❑ ❑ ❑ 0 nisnnsal Method (check onel ❑O STD = Standard SepticTank ❑ ATU = Aerobic Treatment Plant STD = Standard Absorption Field ❑ LPD = Low Pressure Distrlbution © ISF = Intermittent Sand Filter ❑ RSF = Re -circulating Sand Filter ❑ SUR = Surface Discharge ❑ HLD = Holding Tank L1 PMF = Proprietary Media Filter ❑ RGF = Re -circulating Gravel Filter ❑ CPF = Capping Fill ❑ SRL = Serial Distribution ❑ OTH = Other (Describe) ❑ HLD = Holding Tank ❑ OTH = Other ❑ DRP = Drip Irrigation 1. Owner's/Applicant's Name 2. Phone Number Jack Hartsell (501) 517-7090 3. Mailing Address 4. County 7100 Beck Road, Little Rock, AR 72223 Pulaski 5. Address of Proposed System (If a 911 address is not available, attach detailed directions or map) 7100 Beck Road, Little Rock, AR 72223 6. Subdivision Name 7. Approval Date 8. Date Recorded 9. Lot Number n/a I n/a I n/a n/a 10. Lot Dimensions Total Area (Acres) # Bedrooms # People 13. Daily Flow (GPD) 140' x 140' 111. 0.50 112. 1 150 14. Brief Legal Description of Property (Attach a separate sheet of paper, if necessary) Section 8, Township 1 North, Range 13 West, Pulaski County 15. Water Supply (Specify supplier, if Public Water) 16. GPS Coordinates Central AR Water 17. Loading Rates ( d/ft2) 1 18. System Specifications Primary Area 0.30 a. Size of Septic Tank ATU gal f. Trench Depth 12 inches Secondary Area 0.30 b. Size of Dose Tank Basin al g. Trench Spacing 2 feet Percolation Test (minrin) c. Absorption Area 1000 ftz h. Trench Media (List Below) i.Trench Width Primary Area Avq n/a d. Number of Field Lines 2 Geo Flow 1 GPH 2 in Secondary Area n/a e. Length of Field Lines J 250 ft ' in TO THE OWNER The permit for construction may be deemed invalid by the local Environmental Health Specialist before the start of construction, if the site and/or soil conditions have changed after approval of this permit, or if the information within this permit is inaccurate or has been found to be misrepresented. Approval for operation does not constitute a guarantee that the system will function properly. The approval states that the system was designed and installed according to the Arkansas Department of Health, Rules and Regulations Pertaining to Onsite Wastewater Systems, unless there are exceptions or deviations noted in the comments. A Permit for Construction is valid for one (1) year from the date of approval. The authorized agent must revalidate a permit more than one (1) year old prior to the start of any construction. 19. Utilization Verification I hereby attest that item 12, the number of bedrooms (number of persons for commercial) and square footage of the structure that will utilize the designed individual onsite wastewater system in this permit application, is accurate. I have reviewed the permit application and understand the layout, installation, maintenance, operation and expense(s) that may be associated with this system. �rt4� !�► f - -- - 5/15/2022 Owner/Applicant Signature - — - Date 20. 1 certify that I have conducted the above tests and that the above listed Information is in accordance with the latest requirements of the Arkansas Department of Health Rules and Regulations Pertaining to Onsite Wastewater Systems. Designated Representative Soil Certified ® Yes ❑ No Designated Representative Signature Title David A. Meints 05/15/2022 501-821-3837/501-804-0837 Print Name Date Phone Number 21. Approval of Health Authority The information and eciHcations 1 app' Ion haiLbeen reviewed and found to meet the requirements of the Arkansas Department of Health Rules an gulat s nsite Wastewater Systems. A P T FO CONSTRUCTION is hereby issued. ro niliwaitfl S etialist Si EHS umber Date EHP-19 (R 8113i age 1 Individual Onsite Wastewater System Permit Application Continue Part 1 Receipt Number 22. Soil Criteria (Primary Area) Indicate the depth to items a-f, if observed in the soil (designate in inches) a. Bedrock b. BSWT I c. MSWT I d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Depth h. Loading Rate (gpd/ftZ) >48" Not Obsv I Not Obsv Not Obsv n/a n/a Mod/48" 0.300 Drip 23. Sol Criteria (Secondary Area) Indicate the depth to items a-f, if observed in the soil (designate Inches) a. Bedrock b. BSWT c. MSWT d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Depth h. Loading Rate (gpd/ft) >48" Not obsv Not Obsv Not Obsv n/a n/a Mod/48" 0.300 Drip 24. Seasonal Water Table (SWT) Classes Detail Primary Area List Redoximorphic Features and/or Clay Content Restrictions Brief in Not Observed Moderate in Not Observed Long in Not Observed Secondary Area List Redoximorphic Features and/or Clay Content Restrictions Brief in Not Observed Moderate in Not Observed Long In Not Observed Comments Small Tiny Home Proposed. See Drawing. Part 2 Installation Inspection Septic tank manufacturer Pump information Septic tank material Trench media and width Dose tank manufacturer Depth of interceptor drain Dose tank material Depth of settled fill Name of Installer License Number Installation Inspected by ❑ Environmental Health Specialist o Designated Representative (check one or Installer signs System Installation Verification below) Si nature EHS / License NL!ml--r Date System Installation Verification I have installed this system as designed and in compliance with all Rules and Regulations Pertaining to Onsite Wastewater Systems. nslaller Sang ure License Number Date war[ s rermnc ror uperauGn The Information contained in Part 1 and-2 of this form has been reviewed and found to meet the requirements of the Arkansas Health. THE PERMIT FOR OPERATION of this system is hereby issued. Environmental Health Specialist Comments Site Revalidation (check one) Health EHS v Humber Dat:! of EHP-19 (R 8/13) Page 2 of 2 Ylor lf:mvirr 4:j, v P"VA SAM rw wirvim 9.1iK7D1 Vfve&XW To vir M:tcmm,*" cv4t,'FR 1116. ar'-k- AN Cry um �10-- Vac see sysaer ri r w &jq(v;#t*n 4 0 1 mm WIOW" ft PWM 400on 4M Lz** -syo J. m,.&jj!4n rWvWWM QW"n aN oWo"Ws,l lWmoy b* 3%%o "-sc wzt. VI:.4 Stuart As ; hc'fqtp ~ tw to tto iommum f. cwroct W4 om 10 ,?,o tam d ft C"owto! ipt oceM. tD -" kNW. 40 lvf*cTtl*M 41b14ONA'd watt, is I'Atrw-. jej Ott pw owr.w 40pecoto% it tso O I BECK ROAD i"C(��{�� t �V r7 r�(?.7jfrlr?n ],r ( ` I:ISJ2:l.1Wlr::.)IJLS DMOP f."o JAM, 21111 FIELD FLOW Job Description: 7100 Beck Road. LdBe Rock. Arkansas Contact 1 L kHaRaellfll Prepared by: kfefrrco. Inc. Date' 15-Ma -22 Worksheet i- Field Fkm rnral fialrl Total Quantity of effluent to be disposed per day 150 1 gallons / day = H draulic loadino rate alfil gallons I s fL I d - - (Minimum Dispersal Field Area 1.000 1 square ft Total Dispersal Feld Area 1.000 [square fL PlAyu nor 7nna NumberofZones 1 zanefs Disperwi area W -one 1,000 square ft- Choose line soaciriq between WASTEFLOW lines 2 ft. ,Choose emitter spacino between WASTEFLOW emi -2 ft. - Totallinearft. perzone minimum required) 500 ft.Derzone Total number of emitters perzone 250 am itters oer zone Select Wasteflow, dripline (16mm) Westafow PC -1 gph dripline Wasteflow. Classic Wastenow PC -1 Wasteflow PC -1 onh Pressure at the beginning of the dr field 25LDSiFeet of Head at the beainnina of the ddrifield 57 75_ What is the flow rate er emitter in oh? 1.02 Dose flow Per zone 4.25 opm ljre wired. choose flush aelocity 915ec How many lines of WASTEFLOW perzone? T lines Fill in the actual lenqth of longest dripline lateral 250 k Flush now reqUeed at the and of each dripline 1.48 90M Total Flow required to achieve flushing velocitym To W Flow Der zone- wore t casa a cenaria Salarf Filfarw anri 7nnR vAlvQs C;i_ LC Select F to r Type BloDisc Filter Recommended Filter Wm no_) 9ioDisc Filler•15D 1 51n <30 o m Select Zone Valve Type B.;Wc sLllenoid Recommended Zone Valve item no) D 0 nn.Rinn Number of doses per day l zone: 8 doses Timer ON. Pump run time per dose/zone: 4.25 mins:secs Timer OFF. PumD off time between doses 2:55 :hra:mins Per Zone -Pump run time per day/zone: 0:35 hrs:mins All Zones - Number of doses per day / all zones 8 doses I day Allow time for field to pressurize 0:00:30 hrs:mins:secs = Filter flush timer 0:00:20 hrs:mins:secs Drain timer 0:0500 hrs:mins:secs Field flush timer 0:01:00 hrs:mins:secs Field flush counter 3 cycles = Time required to complete all finctions per day 1:29 hrs:mins Dose volume per zone 19 gallonsperdose Wasteflow Design Spreadsheet V2014G 5/ OP--022 �nl�06 P 10 W 90934TMXc Q¢a DDO PUMP SIZING Worksheet - Pump Sizing Section 1 - Summary from Worksheet 1 Flow required to dose field 4.25 gpm Flow required to flush field 2.96 gpm Flow required to dose & flush field 7.21 gpm Filter BioDisc Filter-150 No. of Zones 1 zones Zone valve Dripline Wasteflow PC -1 gph Dri line longest lateral 250.00 ft. Section 2 Ft of head Pressure .A. Flush line - Losses through return line Select Pipe from dropdown menu PVC schedule 40 Select Flush Line Diameter 1" inch Length of return line 20 ft. Equivalent length of fittings 5 ft Elevation change. (if downhill enter 0) 0 ft Pressure loss in 100 ft of pipe 0.66 fL 0.29 psi Total pressure loss from end of dripline to return tan4 0.2 ft. 0.07 psi B. Dripline - Losses through Wasteflow dripline Length of longest dripline lateral 250 ft Minimum dosing,pressure required at end of dripline 23.10 ft 10.00 psi Loss through dripline clurhq flushing 18.18 ft, 7.87 psi Total minimum required dripline pressure 41.28 ft. 17.87 psi A+B. Minimum Pressure required at beginning of dripfield CALCULATED pressure required at beginning of dri 41.44 ft. 17.94 psi SPECIFIED pressure at beginning of dripfield (from 57.8 ft. 25.00 psi Greats SPECIFIED Pressure is greater than CALCULATED Pressure requirement Go to next step C. Drip components - Losses through headworks Filter 11.6 ft 5.00 psi Zone valve pressure loss (not in diagram) - ft. . psi Flow meter pressure loss (not in diagram) 10.00 ft. 4.33 psl Other pressure losses 10.00 fL 4.33 psi Total loss through drip components 31.55 ft. 13.66 psi V. Supply line - Minimum Pressure head required to get from pump tank to top of dripfield Select Pipe from dropdown menu PVC schedule 40 Select Supply line diameter 1" inch Length of supply line 20 ft. E uivalent len th of fittings 5 ft. Height from pump to tank outlet 5 ft. Elevation change. (if downhill enter 0) 0 ft. Pressure loss/gain in 100 ft. of pipe 3.43 ft 1.49 psi Total gain or loss from pump to field 5.9 ff. 2.54 psi Total d namlc head 95.2 ft. 41.19 psi Pump a - Field Flush Flow 7.2 gpm 41.19 psi - Field Dose Flow 4.3 gpm - FllterFlush Flow pm psi Pump Model Number PF100511 surd W V"8111M W ftheet V2003H 120V, 112 HP, Single Phase 5/15/2022 Flush Cvcle Flow formula Drip tube diameter 0.55 in Drip Tube Diameter 0.0458 ft Drip Tube Cross Sectional Area 0.0016 ft' Flow required per dripline for flush velocity 0.0033 ft3/sec Dripline Volume Formula Tubing Inside diameter 0.55 inches Total length of WASTEFLOW dripline ! zone 500 ft Total Volume in dripline / zone 6.17 gallons Supply line Volume Inside di7mFiF t C1.9 inches Length 2:0 ft Total Volume in supply line 0.66 gallons Return line Volume Inside diarneiE'I C.9 inches Length oQ ft Total Volume in supply line 0.66 gallons Total recha. -.: volume 7.49 Wasteflow Design Spreadsheet V.2014G 5/15/2022 norweco� SINGULAIR GREEN° BIO-KINETIC" WASTEWATER TREATMENT SYSTEM MODELS 960 AND TNT WITH SERVICE PRO® CONTROL CENTER SPECIFICATIONS GENERAL SPECIFICATIONS The contractor shall furnish and install one complete Singulair Green Bio-Kinetic wastewater treatment system with all necessary parts and equipment as described in the following specifications. Treatment of the domestic wastewater shall be accomplished by the extended • aeration process with non -mechanical flow equalization, pretreatment of the influent and filtration of the final effluent. The treatment system shall provide primary, secondary and tertiary treatment of the wastewater flow, and if required, chlorination and dechlorination of the effluent prior to discharge. All treatment processes shall be contained within a single tank which shall be manufactured using high density polyethylene resin. The wastewater treatment system shall be a Singulair Green as manufactured by Norweco, Inc., Norwalk, Ohio, USA. Systems not including integral pretreatment or non -mechanical flow equalization shall not be ' considered for this application. I � i I i J r� ��e The wastewater treatment system shall include high density polyethylene tankage providing separate pretreatment, aeration and final clarification chambers. The tankage shall be furnished with a Schedule 40 PVC inlet hub, removable sealed pretreatment cover, submerged transfer ports, aerator mounting riserwith removable vented cover, molded outlet coupling, Bio-Kinetic system mounting riser with removable sealed cover and Schedule 40 PVC outlet hub. Principal items of electro-mechanical equipment supplied with the Singulair Green wastewater treatment system shall be a UL Listed 1725 RPM mechanical aerator, UL Listed Service Pro electrical control center, Bio-Static sludge return and a Bio-Kinetic tertiary treatment device for flow equalization and final filtration of system effluent. M OPERATING CONDITIONS The Singulair Green system shall be certified to treat up to 600 GPD (gallons per day) of domestic wastewater. Total holding capacity of the system shall provide a minimum of 48 hour retention of the daily flow. The pretreatment chamber shall provide at least 18 hour retention, the extended aeration chamber shall provide at least 24 hour retention and the clarification chamber shall provide at least 6 hour retention. The non -mechanical flow equalization device shall increase each individual chamber and total system retention time in direct proportion to loading. Design of the system shall include a compartmented tank and a non -mechanical flow equalization device to insure successful treatment performance without upset even when the significant runoff period is six hours. Hydraulic design considerations of the system and flow equalization device shall be such that intermittent peak flow factors as high as four shall not upset hydraulic reliability within the system. Capability of the system to perform as outlined shall be certified by an independent testing laboratory and approved for use by the local governing regulatory agency. PRETREATMENT CHAMBER The pretreatment chamber shall be an integral part of the wastewater treatment system. All domestic wastewater shall be preconditioned and flow equalized while passing through the pretreatment chamber prior to being introduced to the extended aeration chamber. The outlet of the pretreatment chamber shall be equipped with a discharge tee that extends vertically into the liquid so that only the preconditioned equalized flow from the center area of the chamber is displaced to the extended aeration chamber. The discharge tee and transfer port shall be of adequate size to handle a peak flow factor of four without restricting the outlet and disturbing hydraulic displacement to the extended aeration chamber. A removable inspection cover shall be incorporated into the top of the pretreatment chamber to allow tank and transfer tee inspection. LM rl �L AERATION CHAMBER 3 The extended aeration chamber shall provide in excess of 24 hour retention of the equalized daily flow. The chamber shall be of sufficient size to provide a minimum of 80 cubic feet of tank capacity per pound of applied BOD. The aeration chamber shall be an integral part of the system flow path and configured to insure effective mixing of microorganisms, wastewater and fresh air. No area of the chamber shall be isolated from process mixing, thereby eliminating dead or quiescent areas of the treatment chamber which are detrimental to the treatment process. Influent into the aeration chamber shall be preconditioned, equalized flow from the pretreatment chamber and settled solids via the Bio-Static sludge return. FINAL CLARIFICATION CHAMBER The final clarification chamber shall consist of 5 functionally independent zones operating together to provide satisfactory settling and clarification of the equalized flow. An inlet zone shall be provided and shall dissipate transfer turbulence at the flow inlet of the clarification chamber. Its performance shall also eliminate turbulence in other zones of the clarifier. Liquid shall be hydraulically displaced from the inlet zone to the sludge return zone. Hydraulic currents shall sweep settled sludge from the hoppered walls and return these solids via the inlet zone to the aeration chamber. As solids are removed, liquid is displaced to the hopper zone of the clarifier. In this zone, settling by gravity takes place. Three of the four sidewalls are slanted to form a hopper which directs all settled material back to the sludge return zone. Clarified liquid from the hopper zone shall be displaced into the final settling zone to provide additional clarification of the liquid. The liquid is displaced to the outlet zone for final filtration and discharge from the system. Non -mechanical equalization of the flow, through all 5 zones, shall provide optimal settling and clarification. BIO-STATIC® SLUDGE RETURN A Bio-Static sludge return shall be mounted into the opening in the aeration/clarification chamber wall to provide positive return of settled solids. Aeration chamber hydraulic currents shall enter the sludge return and be directed through the Bio-Static device into the second zone of the clarification chamber. The Bio-Static sludge return shall accomplish resuspension and return of settled solids without disturbing the clarified liquid in the final settling zone and outlet zone. MECHANICAL AERATOR The Singulair aerator shall be installed in a rotationally molded, heavy duty, high density polyethylene aerator mounting riser above the aeration chamber. Fresh air shall be supplied through an injection molded, heavy duty, glass -filled polypropylene access cover above the aerator. The vented access cover shall be secured to the mounting riser with four fasteners. The aerator shall be UL Listed and include plated mounting brackets, NEMA 6 rated electrical connector, fractional horsepower motor, molded plastic lifting handle, molded plastic air intake screens, molded plastic foam restrictor, stainless steel aspirator shaft and molded glass -filled nylon aspirator tip. The motor shall contain precision manufactured o-ring type seals installed between the motor shell and the machined aluminum endbells to insure watertight integrity. Molded Viton elastomer shaft seals shall protect the bearings from contamination. Only the stainless steel aspirator shaft and glass -filled nylon aspirator tip shall be in contact with the liquid. There shall be no submerged electrical motors, bearings or fixed air piping in the aeration system. The Singulair aerator motor shall not exceed the motor nameplate rating when installed and operated as recommended. The fractional horsepower aerator motor shall be equipped with a foam restrictor to protect the motor against high water and foam. The motor shall be 4 pole, 1725 RPM, 115 volt, 60 hertz, single phase, ball bearing constructed with a 1.0 service factor. It shall draw 4.0 amps when operating at the rated nameplate voltage. Aerators without UL listing have not demonstrated compliance with international electrical standards for safety and reliability and shall not be considered for this application. SERVICE PRO® CONTROL CENTER The Service Pro electrical control center shall control all aspects of treatment plant operation using a microprocessor based platform. The prewired control center shall contain nonvolatile memory to _, ....: prevent the loss of programming in the event of a power failure. Cit. For protection of wiring and components, the electrical controls _ shall be mounted in an injection molded, lockable, corrosion proof, NEMA rated enclosure designed specifically for outdoor use. The enclosure shall be equipped with a tamper evident seal to _ discourage unauthorized access. The Service Pro control center shall be a UL Listed assembly and shall include a time clock, alarm Y, light, audible alarm, reset button and power switch. The control ' center shall monitor all treatment system operating conditions including aerator over current, aerator under current and open motor circuit. In the event the control center detects one of these conditions, power to the aerator shall be interrupted, a diagnostic sequence shall begin and the visual alarm shall activate. After a — _ -- - - - - programmed recovery interval, an automatic restart attempt shall be initiated. If normal aerator operation does not resume during 24 programmed recovery and restart cycles, the audible alarm shall activate. TIME CLOCK The aerator run cycle shall be controlled by an adjustable, prewired time clock. The minimum setting shall not permit the aerator to be "off" for more than 30 minutes per hour. It shall be adjustable in 5 minute increments and designed such that any adjustment results in additional run time up to "continuous" operation (60 minutes per hour). The Service Pro TNT controls shall include a non-adjustable time clock. Use of a time clock can seriously affect system performance and operating cost. Systems that have not been performance certified at the minimum time clock setting by an independent testing laboratory shall not be considered for this application. SERVICE PRO° ADVANCED CONTROLS (Optional) Advanced system control options shall be available for all Singulair Green Bio-Kinetic wastewater treatment systems. Service Pro control center options include the Service Pro control center with Monitoring, Compliance and Diagnostic (MCD) technology and the Service Pro control center with Total Nitrogen Treatment (TNT) technology. The Service Pro control center with MCD technology shall be a UL Listed assembly and shall include a time clock, integral telemetry system, main alarm light, power light, phone light, aerator alarm light, three auxiliary alarm lights, reset button and power switch. The control center shall monitor all treatment system operating conditions including aerator over current, aerator under current and open motor circuit. In the event the control center detects one of these conditions, power to the aerator shall be interrupted, a diagnostic sequence shall begin and the visual alarm shall activate. After a programmed recovery interval, an automatic restart attempt shall be initiated. If normal aerator operation does not resume during 24 programmed recovery and restart cycles, the audible alarm shall activate and the telemetry system shall report the specific condition to the Service Pro monitoring center. In the event that any of the auxiliary inputs detect abnormal operation of the treatment system auxiliary equipment, the audible and visual alarms shall immediately activate and the telemetry system shall report the alarm condition to the monitoring center. The Service Pro TNT control center shall provide the same Monitoring, Compliance and Diagnostic functions as the Service Pro control center with MCD technology. However, the Service Pro TNT control center shall include a non-adjustable time clock. The non-adjustable time clock shall create a 60 minute aeration cycle followed by a 60 minute anoxic cycle during which the aerator shall be off. This aeration cycle shall insure Total Nitrogen Treatment of the wastewater. 1 Q F 2 F w N z 2 0 W J D z L p J w LL a p lL z a' F w Ix 0 J U. A F- w w J 0 LL z 0 D z z 0 U J J Q m w cl > w J w > zF= ¢ 0� U. 0: Q - p W p = O a — w _ �i c LL z 0 O a w 0 0 F F= 0 `�' 0 a' w � F 0 z w N p ai F- = LO � N N o o u. 0 0 H P F O a F- F- ❑ C w 0 Q " N 5 a c w w J cy- J � ��.J � a Q w J O w y U Q O L3 IL > a w c 0 a z _ U W F co mvp simplex ulontroi ranee Applications OrencoO MVP Simplex Control Panels provide timed- or demand -dosing controls for single pumps in onsite septic systems, effluent sewer (STEP) systems, and for pump controls into gravity sewer systems. All MVP panels include an easy -to -use, programmable logic unit (PLU) that incorporates many timing and logic functions, such as multiple timing inter- vals to adjust for changing flow conditions and a built-in elapsed time meter and counter. The MVP control panel (MVP-S1DM shown) accommodates both timed- and demand - dosing The brain of the Orence MVP control panel is its `�{1■ r ` programmable logic unit (PLLB Lnul US LISTED Materials of Construction Component Material Enclosure UV -resistant fiberglass, Type 4X (IP 66) Hinge Stainless steel Latch Stainless steel Specifications Feature Specifications Height, in. (mm) 11.5 (292) Width, in. (mm) 9.3(236) Depth, in. (mm) 5.4(137) MVP-S1 panel ratings` 120 VAC, 1 hp (0.75 kM,16 A,1-phase, 60 Hz MVP-S2 panel ratings' 120 VAC, 1 hp (0.75 kW), 16 A, 1-phase, 60 Hz or 240 VAC, 3 hp (2.24 kW) 16 A,1-phase, 60 Hz ' Pump motors used with these panels require infernal overload protection Features/Unique Specifications To specify this panel for your installation, require the following: • Programmable for timed- or demand -dosing applications • Built-in elapsed time meter and counters • Digital timed -dose function accurate within 1 % • Multiple timer settings for optimum dosing during normal and peak flow conditions • Built-in programming keys for field -adjustable timer settings without a portable computer • Ability to use EEPROM card to change panel functions ■ High- and low-level alarm conditions differentiated by steady or blinking LED light • Silenced alarms automatically reactivated after 12 hours if condition is not corrected • Standard 120 V output for remote alarm activation • Timed delays on float inputs to prevent chattering • Ability to use one model of float for all functions • Visual indicators of float positions • Redundant -off function as standard • UL 508 listing in US and Canada Standard Models MVP-S1 DM, MVP-S2DM Product Code Diagram MVP - S U ❑ DM Standard options (list in order): HT = heater SA = surge arrestor PRL = pump run light PL = power light Dual -mode (timed- and demand -dose) Intrinsically safe relays (requires larger panel) Blank = standard, no IR relays IR = intrinsically safe relays Pump voltage: 1 = 120 VAC 2 = 120 or 240 VAC Simplex motor control MVP control panel Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTO-cP-MVP-1 Rev. 2.0, 0 03117 Page 1 of 2 Orenco® MVP-SiDM 120 V panel Standard Components Feature Specification(s) 1. Programmable Logic Unit 120 V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation. 2. Motor -Start Contactor 120 V,16 FLA,1 hp (0.75 kW), 60 hz; 2 5 million cycles at FLA (10 million at 50% of FLA). 240 V,16 FLA, 3 hp (2.24 kW), 60 hz; 2.5 million cycles at FLA (10 million at 50% of FLA). 3. Toggle Switch Single -pole, double -throw HOA switch. 20 A,1 hp (0.75 kW). 4. Controls Circuit Breaker 5. Pump Circuit Breaker 10 A, OFF/ON switch. Single -pole 120 V. DIN rail mounting with thermal magnetic tripping characteristics. (240 V units are available for international markets.) 20 A, OFF/ON switch. Single -pole 120 V or double -pole 240 V. DIN rail mounting with thermal magnetic tripping characteristics. 6. Audible Alarm 95 dB at 24 in. (610 mm), warble -tone sound. 7. Visual Alarm 7/8-in. (22-mm) diameter red lens, 'Push -to -silence." UL Type 4X rated, 1 W LED light, 120 V. 8. Panel Enclosure Measures 11.5 in. high x 9.5 in. wide x 5.4 in. deep (290 x 240 x 135 mm). UL Type 4X rated. Constructed of UV -resistant fiberglass; hinges and latch are stainless steel. Conduit couplings provided. Dual -Mode Operation Programmable for timed- and demand -dosing, MVP-S1 DM Panel Ratings 120 V.1 hp (0.75 k",16 A, single phase, 60 hz. MVP-S2DM Panel Ratings 240 V, 3 hp (2.24 kM,16 A, single phase, 60 hz. Optional Components* Feature Spec i lication(s) Product Code Adder Intrinsically Safe Control Relays 120 V. Listed per UL 698A, for Class 1 Div. 1, Groups A, B, C, D hazardous locations. Larger enclosure required. IR Heater Anti -condensation heater. Self-adjusting. radiates additional wattage as temperature drops. HT Surge Arrestor 120 V. Status light on unit. Protects incoming power supply from electrical surges. SA Pump Run Lights 7/8-in. (22-mm) diameter green lens. UL Type 4X rated, 1 W LED light, 120 V PRL Power Light 7/8-in. (22-mm) diameter green lens. UL Type 4X rated,1 W LED light, 120 V. PL 'Additional options available on a custom basis Contact Orenco Controls for more information NTD-CP-MVP-1 Orenco Systemsm Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA - 800-348-9843 - 541-459-4449 - www.arenco.com Rev. 2.0, ® 03117 Page 2 of 2 PF Series 60mHz, 4-inch (100MMM) ,Submersible Effluent Pumps Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; 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, includ- ing 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. — Discharge Connection — Bypass Orifice — Suction Connection Powered by �� Franklin Electric C JS LRB0980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 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 SCOW 600-V motor cable ' Not applicable for 5-hp (373 kWJ 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❑❑0❑El'❑ Tc.rd length, ft Im)-t Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Check valve: Blank = no internal check valve CV = internal check valve - Voltage, nameplate: 1 = 115' 200 = 200 2 = 230 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz Horsepower (kW): 03 = 'A hp (0.25) 05 = u hp (0.37) 07 = gib hp (0.56) 10 = 1 hp (0.75) 15 = l v� hp (1.111 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.731 Nominal flow, gpnl(Usec): 10 = 10(0.6) 15 = 15 (1 0) 20 = 20 (1.3) 30 = 30 (1 9) 50 = 50 (32) 75 = 75 (4 7) Pump. PF Series )5-hp (0 37kM any Available ror 10 gpm (0 6 Usec),112 hp (0 37 k" only Note: 20d1 cads are available only for single-phase pumps through I hp Orenco Systems° Inc., 814 Airway Ave., Suthedin, OR 97479 USA • 800-346-9643.541-459-4449 • www.omco.com NTO-PU-PF-1 Rev. 5.1, O 02118 Page 1 of 5 Specifications CM Pump Model L 3 is y a o g a ce�a 0 E H e y� cm � w a o � a CMc 3 A PF100511 10 (0.6) 0.50 (0.37) 1 115 120 127 12.7 6 1 N In GFP 23 0 (660) 16 (406) 26 (12) 300 PF100511 CV 10(0.6) 0.50 (0.37) 1 115 120 12.7 127 6 1 �/4 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 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10(0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 % in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 00712 4.5 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 Ain. 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 1/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PH 01012 5 6 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 Ain. GFP 27.9 (709) 18 (457) 33 (15) 100 PH 0103200 5 6 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 % in. GFP 27.3 (693) 18 (457) 37 (17) 300 PH 02012 6 6 7 6 10(0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 '/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5 6 " 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PH 0203200 5 6 e 10(0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 Y 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 'Ain. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 44 4.5 3 1 Ain. 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 Y4 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 �/ in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 1/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4.1 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 Ain. 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 1/4 in_ GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 1.1 20 (1.3) 1.50 (1,11) 1 230 240 12.4 12.6 9 1 % 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 Ain. 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 A 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 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 'Kin. 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 % 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 1/4 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 'Ain. GFP 26.4 (671) 22 (559) 33 (15) 300 PF3015124.5 30 (1.9) 1.50 (1,11) 1 230 240 12.6 12.6 8 1 �/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4 6 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 1/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 45 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 1/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 1.117 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 Ain. 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 Y44 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 �/4 In. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5 6 9 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 'Kin. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5,6, 7 a 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5 "1 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 'Kin. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 6,6 a 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 % 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 (32) 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 N70-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 . 541-459-4449 • www.OrOnCO.COM Rev. 5.1, ® 02118 Page 2 of 5 rf7f•rr k Specifications, cont. a►•�'Inv 0 _ Cn y i CL CD e a m '`ate19 C OrE a .: v m o 0 d LoE aS 14a oy toj o� z a o = 5 cca Pump Model PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (58') 26 (660) 32 (15) 300 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 TM) 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 PF50153200° 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, R 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, 0 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 1.1 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 55.7.8 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) 100 PF505032 5,5 a 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 1 GFP = glass -filled polypropy4ene; SS = stainless steel. The 1 r4-in NPT GFP discharge is 2 7r8 in octagonal across flats; the 1 Fa -in. NPT SS discharge is 21 B in octagonal across flats; and the 2-in NPT SS discharge is 2 7. 8 in hexagonal across fiats. Discharge is lemale NPT threaded, U S. nominal size. to accommodate OrencO discharge hose and valve assemblies Consult your Orenco Distributor about h'tlfngs to connect hose and valve assemblies to metric -sized piping 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube3 Pump Vault or Universal Flow Inducer. In other applicalions, minimum liquid level should be top of pump Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps Contact Orenco, 7 Capacitor pack (sold separately or installed in a custom control pang required for this pump. Contact Orenco B Torque locks are available for all pumps, and are supplied with 3-hp and 5-hp pumps Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers CelcorP 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) Orenco Systems® lam, 814 Airway Am. SuOWIn, OR 97479 USA • 8ti0-348-9643 a 541-459-4449 0 WWW.OMnco.com NTD-PU-PF-1 Rev. 5.1, ® 02f18 Page 3 of 5 Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow 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. These graphs show optimal pump operation ranges with a solid line and show flow rates outside of these ranges with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect" software. Pump Curves 80D 700 as as 600 2 500 400 v 300 a, 200 ~ 100 PFT PF10 Series, 60 Hz, 0.5 - 2.0 hp IPF1010 I j PF1o07................. PF1005J- I PF1005-FC w/1/4°f10w" controller j 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 400 350 as 300 Z 250 200 v 150 a 100 w 50 U ' -- 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 16C 140 a w 12C 2 10C b 8C Z G1 R 6( a 4( ti 2( 900 1 PF15 Series, 60 Hz, 0.3 hp PFI503 j I i 1 n 3 6 9 12 15 18 21 2 800 as c700 C 600 F� 500 cc u 400 E300 M 200 100 0 Flow in gallons per minute (gpm) Mi 0030 Series, 1 f [PF3030 f'F3020 FP F—M 0 i................... PF3005 ...... i, 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) NTO-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 . 641-459-4449 a www.orenco.com Re¢ 5.1, ®o211e Page 4 of 5 7/16/2019 GPI Turbine 3/4 FNPT Electronic Flowmeter, PVC, 2 to 20 gpm - 4TJT1 ITMO75-N - Grainger Q Print PX—q: Email Pumps > Pump Controls > Electronic Flowmeters > Turbine 3/4 FNPT Electronic Flowmeter, PVC, 2to 20 gpm > r Turbine 3/4 FNPT Electronic Flowmeter, PVC, 2 to 20 gpm Item # 4TJT1 Mfr. Model #TM075-N Catalog Page # 2676 UNSPSC # 41112501 Your Price 6 Shipping Pickup $368.00 / each 1 Expected to arrive Wed. Jul 17. ��. Ship To 72002 (Change) i �— AMA— ' + Add to List I --- ¢� WANT TO GET Get free standard shipping on all eligible orders 4` FREE SHIPPING? when you enroll in Red Pass Plus. Learn More Add Extended Protection Plan for $87.50 each. r How can we improve our Product Images? Be the first to write a review Compare Shipping Weight 0.91 lbs. Country of Origin USA I Country of Origin is subject to change. Note: Product availabilityls real-time updated and adjusted continuously. The product will be reserved foryou when you complete your order. More Product Details This GPIO flowmeter displays 2 totals (cumulative and batch) and rate of flow; press display button to toggle between readings. Registers up to 999,999 x 100. View Less A Technical Specs Item Electronic Flowmeter Flow Material Water Flowmeter Product Electronic Flowmeter Type Turbine Group Housing Materiel PVC Connection Size 3/4' Flow Range (GPM) 2to20 Connection Type FNPT Fluid Temp. Range 32 Degrees to 140 Degrees F Accuracy (%) +/-3.0 Length (In.) 5-1/2 Wetted Materials 316 Stainless Steel, Ceramic, PVC, PVDF, Tungsten Carbide Sensor Type Magnetic Max. Pressure 225 psi Rotor Type PVDF Flow Range 2to 20 gpm Output Type NO Max. Viscosity 530 SSU https:/Avww.grainger.com/product/GPI-Turbine-3-4-FNPT-Electronic-4TJT1 1 /4 NETARM"'m WASTEWATER DIVISION 3/4" m 1" PRODUCT ADVANTAGES 2" DUAL UTE • Highly effective multiple disc ring design captures and holds more debris. • Low friction loss keeps system costs down • Greater holding capacity of the rings vs. screen filters mean less frequent cleaning. • Rings are easily removed for fast cleaning without the need for scrubbing. • Color -coded disc rings make identification of mesh rating fast and easy. APPLICATIONS is Wastewater m Reuse/recycled/reclaimed water r, Spray tanks a Wherever very effective removal of debris is required Works well as stand-alone units or combined to form filter batteries MESH/MICRON MESH MICRON DISC COLOR "0 400 Blue 080 200 Yellow 120 130 Red 140 115 Black *, 200 55 Green Substitute — in Model Number for proper mesh. THE FILTERING PROCESS Grooved, compressed plastic disc rings produce a deep filtration process. As dirty water is pumped into the filter and pressure increases on the outside of the filter, the water pressure compresses the rings togethertightly. Grooves in the disc rings crisscross, forming a three dimensional network thattraps particles. The number of crisscrossed intersection points on each groove varies, depending on filtration grade. The turbulence in the varying paths and the large number of intersections create an environment where particles are eventually trapped. This design filter; the dirty wate r th a ro ughly, not only on the outer surface of the cylindrical disc filter, but through the entlre depth of every ring's grooves. The result is a larger, more efficient filtering area (when compared to screen filters) with more debris being captured and cleaner water exiting from the filter. Top view of disc ring ► Dirty Water Filtered Water I Disc Rings r� FLOWRANGE 1-12 GPM MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 25 sq. in. FILTERING VOLUME 5.8 cu. in. LENGTH 5 22132" WIDTH 715/32" WEIGHT .66 lbs. DISTANCE BETWEEN ENDS 1 6" INLET/OUTLET DIAMETER 314"Male MODELNUMBER I DFO75-:- 2" DUAL LITE AND 3" TWIN LITE ALTERS ■ Polypropylene components for increased chemical resistance. ■ Easy opening orange plastic clamp for access to the discs. ■ More competitively priced than previous 2" and 3" models. OUT <-- FLOWRANGE J 5-26GPM MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 49sq. in. FILTERING VOLUME [ 27 cu. in. I LENGTH [ 911/32" WIDTH 67/32" WEIGHT J 2.2lbs. DISTANCE BETWEEN ENDS J 67/32" INLET/OUTLET DIAMETER I" Male MODELNUMBER DF100-- t OUT <— IN FLOWRANGE J 40-11OGPM MAXIMUM PRESSURE J 115.psi FILTERING SURFACE AREA 147sq.ip. FILTERINGVOLUME I 75.7cu. in. LENGTH j 16 EW16- WIDTH _J 101/4" WEIGHT j 6.6lbs. DISTANCE BETWEEN ENDS 101/4" INLET/OUTLETDIAMETER J 2"Male MODEL NUMBER j 2WDL-*" 1 FLOW RANGE 10-35GPM MAXIMUM PRESSURE 140 psi FILTERING SURFACEAREA FILTERING VOLUME LENGTH WIDTH WEIGHT DISTANCE BETWEEN ENDS INLET/OUTLET DIAMETER MODELNUMBER 78 sq. in. 36 cu. in. 1313/32" 6 7/32" 3.11 lbs. 6 7/32" 1" Male 25A4&- 3" TWIN LITE FLOW RANGE FILTER 80- 220 GPM MAXIMUM PRESSURE j 115psi I FILTERING SURFACE AREA I 299.5 sq. in. FILTERINGVOLUME [ 174cu.in. LENGTH A 283►4' J WIDTH 914W j _ WEIGHT J 171bs. I DISTANCE BETWEEN ENDS I 1219/3P" J INLET/OUTLET DIAMETER I 3" Flanged MODELNUMBER___] 25AX--F [ MANUAL DISC FILTERS FLOW RATE HEADLOSS (psi) (GPM) 3/4" 1 1" J 1" SUPER I 1 IX 11/2' SUPER 2" DUAL HP 2" DUAL UTE 3" TWIN UTE 3" ANGLE 4" TWIN 6"TWIN 2.50 1 M 13 �I 3,40 1 134 17 1 5.87 2.10 26 _� _� 1SO 1.30 31 _�� Z.10 1.70__j 2.10 35 �J �250 .30 29 44 —J ��II 4_211 66 Elam `Y 88 1.03 i in r �� 110 _����J�� 1.41 1.47 132 1766 J��—J���J—� 8 'mom 198 _� _� 1.32 220 J I ,� 1.61 242 CHART LEGEND Effluent gbiologicaltreatment}- rivers and 264 canals (high biological load) reservoirs (hot climate, 286 mauffisientsedfinematian) J J Effluent{effective sedimentation, compiete biological 308 0AD treatment) • rivets and canals (low"iological load) I I reservoirs Iceld climate, good sedintemalion} 3y� I I I 000 no presence wall water ormagnesiumellmaintainedwith �� 35p no presence of iron or magnesium) 1�i1 600 _� —J �� —� 30 The losses shown are for filters with 140 Mesh FILTERING VOLUME AND FILTERING SURFACE FILTER SIZE j 314" 1" 1" SUPER 2 11/2" SUPER 2" DUAL HP 2" DUAL UTE 3" TWIN UTE 3"ANGUEJ 4" TWIN 6" TWIN FILTERING VOLUME (CU IHNU 5.8 1 27 36 27 1 36 75 75 150 54 1 108 108 FILTERING SURFACE (SQ IN) 1 25 1 49 78 1 49 1 78 148 148 291 j 287 574 574 I•i • FILTER SIZE j I a I M00ELNUMBER 1 314" DF075 *** j 1" DF100-*** j 1" LONG 2548 *** 1 1 1/2" 1 _ DF150 *** J 1112" LONG 1 01`150S *" 2-DUALHP j 25A30-*** 2"DUALLITE 12WDL-*** 1 3" TWIN LITE 1 25A3TL-***F 3" ANGLE FLANGED ~ 25A53-***FNEW 3" ANGLE GROOVED 25A53-***GNEW 4" TWIN FLANGED j 25A7&—F 6"TWIN FLANGED _1 25A80 *"F 1 Substitute —for proper mesh size. SPECIFICATIONS a Disc Rings: Polypropylene a 0-Rings: EPDM Rubber e Clamp: Stainless Steel (except 2" Dual Lite and 3" Twin Lite which is Plastic) w Filter Body and Cover: Reinforced Polyamide (except 2" Dual Lite and 3" Twin Lite which is Polypropylene) a Temperature Range: -40* to 160' F a Maximum Pressure:115 and 174 psi NETARM TM NETAFIM USA 5470 E. HOME AVE. FRESNO, CA 93727 CS 888 638 2346 www.netafimusa.com W061 V13 W23/20?0 to bing maps Bing Maps - Directions, trip planning, traffic cameras & more A North Little Rock Health Department, 2800 Willow St, North Little Rock, AR 72114 B 14208 County Farm Rd, Little Rock, AR 72223 A North Little Rock Health Department Depart south on Willow St 2 Turn right onto W Pershing Blvd Turn right onto AR-365 / Macarthur Dr 3. Save -A -Lot on the corner 4. Take ramp left for 1-40 W / US-65 N 5 At exit 147, take ramp right and follow signs for 1-430 South At exit 9, take ramp right and follow signs for AR-10 West 10 6. Pass Popeyes Louisiana IGtchen on the left in 0.9 mi Construction. Construction on AR-10 WB near MM 8, Expect delays 7 Bear right onto Pinnacle Valley Rd 8. Keep straight onto County Farm Rd Arrive at County Farm Rd g The last intersection is Pinnacle Valley Rd If you reach Beck Rd, you've gone too far 14208 County Farm Rd, Little Rock, AR 72223 22 min ,14.0 miles Light traffic Via 1-40 W, 1-430 S https:/Avww.bing.com/maps 1/2 9/23/2020 Bing Maps - Directions, trip planning, traffic cameras & more Blue Hill Mad,melle u Gra Natural Steps pinneGlr liountain North OAK rkOW Little Stale Pinnacle Park Rock Municipal Airport SherWood 142#8"- A —A Farm Rd, Haig 22 ntin Lithe Rock, AR 72223 .. ^s Melanie Park ' to 1H Amboy Shinall Mountwin 46 Md Pebble Beach Park Cammack Village North LA11c Rock AESERvoill Health Department ;'ROSPFCTTPJtAAC-- Shady Grove Saint Thomas SANTA FE H MIMS Hill E Broadv. av, St l Via} Timber Ridge John L Mccleturt Little Rock. Big, I;W& H H Twin Springs Spring A ol� High 2 =05tAtal smmptpm viuvr Vallu 2 km I> Bing iE6 IiC460 2 0 20 HERE A North Little Rock Health Department, 280... 14208 County Farm Rd, Little Rock, AR 72... Edgcwuod I mtv Park Hill (f - Little maumelle River Candlewood bfng T 2020 KBAS b4.n-9 These directions are subject to the Microsoft@ Service Agreement and are for informational purposes only. No guarantee is made regarding their completeness or accuracy. Construction projects, traffic, or other events may cause actual conditions to differ from these results. Map and traffic data @ 2020 TomTom. https:/Avww.bing.com/maps 2/2