Loading...
HomeMy WebLinkAboutS-1914-A-1 Applicationsubd,doc 4 01/17/19 ITEM NO. FILE NO. INFORMATION SHEET FOR SUBDIVISION PUD's PD's, ZONING OR SUBDIVISION SITE PLAN REVIEWS DATE 2/ I 1 �3 fG +:& LOCATION: zlvo DEVELOPER: O. JACK HARTSELL III, c/o Harrison Kemp STREET ADDRESS 221 W. 2nd Street, Suite 408 CITY/STATE/ZIP Little Rock, Arkansas 72201 501-222-7378 ENGINEER: E.S. Stan Cunningham, Jr. 2105 Lorance Drive STREET ADDRESS CITY/STATE/ZIP Little Rock, Arkansas 72206 TELEPHONE NO. 501-888-2535 AREA 18,590 sq ft _ NUMBER OF LOTS 2 FT. NEW STREET ZONING R-2 PLANNING DISTRICT VARIANCES REQUESTED 1.) 31-232 - Minimum Lot Width 2.) 3.) 4.) PROPOSED USES Residential CENSUSTRACT subddoc 5 01/17/19 VARIANCE/WAIVER REQUEST FORM Plat Name Replat O.Jack Hartsell III Inc. Sub Owner: 0lack arise Address: 7100 Beck Road Little Rock, Ark Phone: 501-517-7090 VarianceS.s9 R�nested: (1) 31-2 -Minimum Lot Width Date Filed 12/12/2022 File No. Engineer: Stan Cunningham Address: 2105 Lorance Drive Little Rock, Ark Phone: 501-888-2535 Please see attached cover letter explanation. Owner's Signature: 12/12/2022 PLANNING COMMISS10 ACTI N: OA F DIRECTORS Approval ( ) Date Approval () Date Denial () Date Denial ( ) Date Basis for Decision: Basis for Decision: subd.doc 9 O1/17/19 I Ryan Kiernan authorize Harrison Kemp replat AFFIDAVIT certify by my signature below that I hereby to act as my agent regarding the of the below described property. Property described as: Lot IF, O. Jack Hartsell III Inc., Subdivision of Pulaski County, Arkansas Signature of Title Holder Subscribed and sworn to me a Notary Public on this My Commission Expires: Date Notary Public day of subddoc 9 ov17/19 AFFIDAVIT O. Jack Hartsell III certify by my signature below that I hereby authorize replat Harrison Kemp to act as my agent regarding the of the below described property. Property described as: Lot 1R, O. Jack Hartsell III Inc., Subdivision of Pulaski County, Arkansas Signature of Title Holder Subscribed and sworn to me a Notary Public on this My Commission Expires: Date Notary Public day of subd.doc 6 01/17/19 O. Jack Hartsell III and Ryan Kiernan ) Name ) To: The Public ) described property BILL OF ASSURANCE O. Jack Hartsell III and Ryan Kiernan = the sole owners of the following Lot 1R, O. Jack Hartsell III, Inc., Subdivision of Pulaski County, Arkansas Addition to the City of Little Rock, Arkansas, and desire to replat said lots: NOW, THEREFORE, WITNESSETH: That we, the said O. Jack Hartsell III and Ryan Kiernan termed grantor(s), have caused said tract of land to be surveyed by hereinafter E. S. "Stan" Cunningham Registered Professional Engineer, and a plat thereof made which is identified by the title Replat of Lot 1R of the Replat of O. Jack Hartsell III Inc. Subdivision, Pulaski County, Arkansas and the date 12/7/2022 and by the signature of the said engineer and the said grantor(s), and bears a Certificate of Approval executed by the Little Rock Planning Commission, and is on record in the Office of the Circuit Clerk and ex-officio Recorder of Pulaski County, Arkansas, in Plat Book Page and the grantor(s) do hereby make this Bill of Assurance. The grantor(s) do hereby certify that they have replatted said real estate in accordance with said plat. The lands embraced in said plat shall be forever known as designed on said plat; and every deed of conveyance for said property shall use this designation. The filing of this Bill of Assurance and plat for record in the Office of the Circuit Clerk and ex- officio Recorder of Pulaski County shall be a valid and complete delivery and dedication of the streets and easements shown on the said plat. All buildings constructed on said lots shall be constructed no nearer to the street than the building line shown on the plat, and all buildings shall be constructed in conformance with the Building Code and Zoning Ordinance of the City of Little Rock, Arkansas. WITNESS, our hands this day of subddoc 7 01/17/19 ACKNOWLEDGMENT STATE OF ARKANSAS) COUNTY OF PULASKI) BE IT REMEMBERED that on this day came before me a Notary Public within and for the County and State aforesaid, the undersigned and of Assurance. My Commission Expires: and stated that they had executed the foregoing Bill Notary Public M ' K MANN & KEMP December 12, 2022 Little Rock Planning Commission City of Little Rock 723 West Markham Little Rock, Ark. 72201 RE: Replat Application — O. Jack Hartsell III, Inc. Subdivision Dear Commissioners: I represent O. Jack Hartsell III who seeks the Commission's approval of the attached proposed replat of a lot located on Beck Road in the City's extra- territorial jurisdiction. Mr. Hartsell owned a larger tract at the area of Beck Road and County Farm Road near Two Rivers Park. In June 2020, the larger tract was subdivided into the O. Jack Hartsell III Inc. subdivision of Pulaski County, Arkansas, containing two lots and a road dedication. In February 2021, the subdivision was replatted into Lot I and Lot 2R to correct a few conveyancing mistakes. In April 2021, a survey was recorded indicating that Lot 1R was split between a "house" tract consisting of the north 88 feet of Lot 1R, and a "vacant" tract consisting of the south 55 feet of Lot 1R. In August 2022, Mr. Hartsell conveyed by warranty deed the house tract of Lot 1 R to Ryan Kiernan. The remainder of the Lot 1 R was retained by Mr. Hartsell, and he desire to construct a detached, single-family home on the retained "vacant" tract. Zoning clearance was provided by the planning department and Mr. Hartsell began site work at the location in the early fall of this year. However, Planning ultimately determined that the clearance was issued in error and has 221 West Second Street, Suite 408 I Utde Rock, Arkansas 72201 I Phone: (501) 222-7378 Fax: (8W711-0660 1 harrison@,mannkemp.com I www.man.kemp.com December 12, 2022 indicated that Mr. Hartsell is required to replat Lot 1 R if he is to complete construction of the new residence on the "vacant" tract. To that end, the attached proposal contemplates a replat of Lot 1 R into Lot IRA and Lot 1 RB, with the former being the "house" tract identified on April 2021 survey and the latter being the "vacant" tract on which Mr. Hartsell desires to construct a new detached single-family home. Lot IRA is currently owned by Ryan Kiernan, who joins in this application for replat. Lot 1RB is owned by Mr. Hartsell. Because Lot 1RB is zoned R-2 and is 55 feet wide, a variance will be required from the ordinary R-2 minimum lot width of 60 feet. The variance is justified in this case because the proposed lot size and shape do not create any irregular shapes, pipestems or pockets, and the lot size is greater than the minimum lot size required for R-2. The proposed replat thus preserves the maximum density characteristics of R-2 zoning. Both Lots IRA and 1RB will be serviced by separate septic sewer systems. Both lots had successful percolation tests and both lots have been permitted by the Department of Health for the installation of septic tanks and field lines. The Department's documentation is attached. A copy of the proposed bill of assurance is also attached. If the Commission needs anything further to consider this application, please do let me know and I will do my best to provide it. Thank you for your consideration. Sincerel HK Enclosures cc: Jack Hartsell Ryan Kiernan & KEMP, PLLC A0 Arkansas Department of Health Environmental Health Protection Individual Onsite Wastewater System Permit Application Permit Type ❑ New Installation ❑✓ Alteration / Repair DR Environmental ID # 7 1 6 0 1 1 1 0 1 5 1 5 1 5 1 4 1 7 Part 1 Annlinatinn TrFatmont Tvna (rhark one) Receipt Number Fee Schedule for Structures Structures 1500 sq It or less Structures more than 1500 sq It and up to 2000 sq ft Structures more than 2000 sq It and up to 3000 sq It Structures more than 3000 sq It and up to 4000 sq It Structures more than 4000 sq It Alteration and Repair $ 30.00 $ 45.00 $ 90.00 $120.00 $150.00 $ 30.00 ❑ ❑ ❑ ❑ ❑ ❑� Disnosai Method (check one} ❑ STD = Standard Septic Tank ❑ ATU = Aerobic Treatment Plant p STD = Standard Absorption Field ❑ LPD = Low Pressure Distribution ❑ ISF = Intermittent Sand Filter ❑ RSF = Re -circulating Sand Filter ❑ SUR = Surface Discharge ❑ HLD = Holding Tank ❑ 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 n/a n/a n/a 10. Lot Dimensions 11. Total Area (Acres) 12. # Bedrooms # People 13. Daily Flow (GPD) 140' x 140' 0.50 1 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 (pd/ft2) 18. System Specifications Prima 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 Spacin 2 feet Percolation Test c. Absorption Area 1000 ft2 h. Trench Media (List Below) i.Trench Width Primary Area Av _(min/in) n/a d. Number of Field Lines 2 Geo Flow 1 GPH 2 in Secondary Area I n/a e. Length of Field Lines 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 permlt 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. - :. 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 Worrnation and ecifica ,ons i app do been 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 isherebyissued. Z2== Iron I S eciallsl Si EHS umber Date EHP-19 (R8/13]page 1 Individual Onsite Wastewater System Permit Application Receipt Number Continue Part 1 22. Soil Criteria (Primary Area) Indicate the depth to items a-f, if observed in the soil (designate in inches) a. Bedrock b. BSWT c. MSWT d. LSWT e. Adj. MSWT f. Adj. LSWT g. H.C./Depth h. Loading Rate (gpd/ft2) >48" Not Obsv Not Obsv Not Obsv n/a n/a Mod/48" 1 0.300 Drip 2& Soil 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.CJDepth h. Loading Rate (gpd/ft2) >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 9 Innfnllatinn Incnprtinn Septic tank manufacturer j 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 j License Number 1 Installation Inspected by ❑ Environmental Health Specialist ❑ Designated Representative (check one or Installer signs System Installation Verification below) Signature EHS I License Number Date System Installation Verification I have installed this system as designed and in compliance with all Rules and Regulations Pertaining to Onsite Wastewater Systems. Installer Se nature License Number Data Par+ _t Pnrrni+ fnr n orn+inn The information contained in Part 1 and 2 of this form has been reviewed and found to meet the requirements of the Arkansas Department of Health. THE PERMIT FOR OPERATION of this system is hereby issued. Environmental Health Specialist Slonature EHS Number Date Comments Site Revalidation conducted by ❑ Environmental Health Speclalist ❑ Designated Representative (check one) Signature EHS I License Number mate EHP-19 (R 8/13) Page 2 of 2 O I BECK ROAD PwWA Apgkvm* i 7,0 6 IA&A ,3.wOF-,vvvekxw T 0 T) it PRCOC R" 0^'t F kr,%Mll Or mpeov's kx 3 V &;cm JU. -&A bcn %-- VrA4WA W nmet)Vda'"I L"We are COMW—CAW) and syS ri MM WOWW" fly PPM OPOCOM 4r4 oWatim aM be AM%O "-SC WZF t44 IMAW-1 43 - heret-P arcs, rQ! lw at>3v* rvcen%kkn it co"d w pw 10 TO UM d V* p"owt, ccee", to WO Ns. %)Ixem O~A"Amnl VWG I Olp- M, C#, % * 9, , 3., ,-:�rjC?'rj r��r C?art] �\`'; rrim� 2�lJ u'l"JWLr:.vlV`L5 Moll Il.l..—I A ln. 11. 11 FIELD FLOW Job Des ' tion: 7100 Beck Road. Lrflle Rock. Arkansas Contact Jack Hartsell Ill Prepared by Mafrtod. Inc. iDate: ItMay-22 V orksheet 1- Field Flow Tnt:tI fiold Total Quantity of effluent to be disposed Der day ISO oallons 1 da = Hydraulic loading rate Minimum Dispersal Field Area 1.000 square ft -- _ Total Dispersal Field Area 1-000 square fL - Glnw or Anne NumberofZones 11 zonels) Disnersw area w, xone 1.000 square ft Choose line soacina between WASTEFLOW lines 2 ft. Choose emitter soacina between WASTEFLOW emi 2 ft. - Totallinearft perzone(minimum required) 500 ft. Der Zone _ 'total number of emitters Der zone 250 emitters Der zone :Select Wasteflow dripline (16mm) Wasteflow PC -1 gph driline Wasteflow Classic Wastenow PC -1/2 Dh Wasteflow PC -1 Pressure at the beainnina of the driofield 25 Ds1 Feet of Head at the beainnina of the driofield 57 75 •ft What is the flow rate per emitter in ooh? 1 021gph Dose flow per zone 4.25 1 o m If required. choose flusn veloaly ft/sec How many lines ofWASTEFLOW perzone? lines Fill in the actual Jength of longest drioline lateral 250 1 ft Flush flow required at the end of each dri line 1 46 gpm Total Flow required to achieve flushing velocity om Total Flow oar zone-worslcase- scenarto 9prn Select Filters and zone valves 1;:�. -LC Setecs FI ler type B1DL)isD (ter (Recommended Filter item no_) BioDisc Filter-150 1 5in < 30 Dom Select Zone Valve Type Becbic Solenoid Recommended Zone Valve (item no) 0 0 Dosina Number of doses Der day I zone: 8 doses Timer ON_ Pump run time perdoselzone: 425 mins:secs Timer OFF. Pumooff time between doses 2:55!hrs:mins Per Zone -Pump run time per day/zone: 035 hrs:mins All Zones - Number of doses per day / all zones 61 doses / day Allow time for field to pressurize 0,00,30 hrs:mins:secs =- Filterflushtimer 0:00-20 hrs:mins:secs Grain timer 0:05: 0 hrs:mins:secs Field flush timer 0:01:00 hrs:mins:secs Field flush counter 3 cycles Time required to complete all functions per day 1:29 hrs:mins (Dose volume Der zone 19 gallons per dose Wasteflow Design Spreadsheet V.2014G 5/15n_022 @ 1C001714 C .'M �ua��ar�ca¢a o�op PUMP SIZING Little Rock. Arkansas Worksheet - Pump Sizin Section i - Summary from Worksheet 1 Flow required to dose field 4.25 gDM FIOiv 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 Dripline longest lateral 250,00 ft, Section 2 Ftofhead 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 fL Equivalent length of fittings 5 ft Elevation change. (if downhill enter 0) 0 ft Pressure loss in 100 ft of pipe 0.66 it 0.29 psi Total pressure loss from end of dripline to return fan 0.2 ft. 0.07 psi IB. 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 during flushing 18.18 fL 7.87 psi Total minimum required dripline pressure 41.28 f. 17.87 psi A+B. Minimum Pressure required at beginning of dripfleld CALCULA TED pressure required at beginning of dri 41.44 It. 17.94 psi SPECIFIED pressure at beginning of dripfield (from 1 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. 433 psi Other pressure losses 10.00 ft 4.33 psi Total loss through drip components 31.55 ft. 13.66 psi D. 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. Equivalent length 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, 1149 psi Total gain or loss from pump to field 5.9 ft. 2.54 psi Total dynamic head 95.2 ft. 41.19 psi IPump eWelty- Field Flush Flow 7.2 pm 41.19 psi - Field Dose Flow 4.3 g m - Filter Flush Flow - gpm psi Pump Model Number PF100511 a-MwW K40AWn won*ibot V2003H 1120V, 112 HP, Single Phase 5/16/2022 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 di_7met= i G !? inches Length /20 ft Total Volume in supply line 0.66 gallons Return line Volume Inside di -.me _e t 0.9 inches Length '2Q ft Total Volume in supply line 0.66 gallons Total recha volume 7.49 Wasteflow Design Spreadsheet V.2014G 5/15/2022 norwecc) @ SINGULAIR GREEN° BIQ-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 dechlonnation 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. C-I 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 riser with 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. 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. rJ 2 AERATION CHAMBER 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. 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 ` C, discourage unauthorized access. The Service Pro control center i shall be a UL Listed assembly and shall include a time clock, alarm light, audible alarm, reset button and power switch. The control I f 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. z U) m m g ix w co LL W x 0 Y Q H I- W N F^ w J Z J W - LL a 0 LL Z 7 H W w FN 0 J LL M F7 W- W J LL Z _❑ z Z) m 0 D z z 0 U CL m 00 U J LL LL w 0. a g CD ono Cl) = o z = a OLLZ0 w N LO 0 0 a t 0 tz 0 g 0 0 v~i 0 0 Q W 0 w w¢ w w w Lr w g Q w YLL U U a j 0 0 v Z U W H a g Cl o U LL w a T MVP Simplex Control Panel Applications Features/Unique Specifications Orenco® MVP Simplex Control Panels provide timed- or demand -dosing To specify this panel for your installation, require the following: controls for single pumps in onsite septic systems, effluent sewer (STEP) . Programmable for timed- or demand -dosing applications systems, and for pump controls into gravity sewer systems. 'Built-in elapsed time meter and counters All MVP panels include an easy -to -use, programmable logic unit (PLU) that incorporates many timing and logic functions, such as multiple timing inter- • Digital timed -dose function accurate within 1 % vals to adjust for changing flow conditions and a built-in elapsed time meter • Multiple timer settings for optimum dosing during normal and peak and counter. flaw conditions e Built-in programming keys for field -adjustable timer settings without a portable computer c Ability to use EEPROM card to change panel functions e High- and low-level alarm conditions differentiated by steady or NIF `l blinking LED light • Silenced alarms automatically reactivated after 12 hours if condition is not corrected a Standard 120 V output for remote alarm activation ��'*. e Timed delays on float inputs to prevent chattering _ •� _._ a Ability to use one model of float for all functions •Visual indicators of float positions The MVP control panel (MVP-S1DM shown) accommodates both timed- and demand- • Redundant -off function as standard dosing e UL 508 listing in US and Canada ` The brain of the Orencd'" MVP control panel is its �� Standard Models '• programmable logic unit (PLU! MVP-S1 DM, MVP-S2DM C 9L OS E° Product Code Diagram Materials of Construction Component Material MVP - S F1 [_ DM Enclosure UV -resistant fiberglass, Type 4X (IP 66) Hinge Stainless steel Standard options (list in order): HT = heater Latch Stainless steel SA = surge arrestor PRL = pump run light PL = power light Specifications Dual -mode (timed- and demand -dose) Intrinsically safe relays (requires larger panel) Feature Specifications Blank = standard, no IR relays Height, in. (mm) 11.5 (292) IR = intrinsically safe relays Width, in (mm) 9.3(236) Pump voltage: 1 = 120 VAC Depth, in. (mm) 5.4(137) 2 = 120 or 240 VAG MVP-S1 panel ratings" 120 VAC,1 hp (0.75 kW), 16 A, 1-phase, 60 Hz simplex motor control MVP-S2 panel ratings` 120 VAC, 1 hp (0.75 kW), 16 A, 1-phase, 60 Hz MVP control panel or 240 VAC, 3 hp (2.24 kW) 16 A, 1-phase, 60 Hz 'Pump motors used with these panels require internal overload protection Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.arenco.com NTD-cP-MVP-1 Rev. 2.0, ® 03117 Page 1 of 2 Orenco® MVP-S1DM 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 k", 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 10 A, OFRON switch. Single -pole 120 V. DIN rail mounting with thermal magnetic tripping characteristics. (240 V units are available for international markets.) 5. Pump Circuit Breaker 20 A, OFRON 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 kW),16 A, single phase, 60 hz. MVP-S2DM Panel Ratings 240 V, 3 hp (2.24 k",16 A, single phase, 60 hz. Optional Components* Feature Specifications) Product Code Adder Intrinsically Safe Control Relays Heater 120 V. Listed per UL 698A, for Class 1 Div. 1, Groups A, B, C. D hazardous locations Larger enclosure required. Anti -condensation heater. Self-adjusting: radiates additional wattage as temperature drops IR 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 NTO-CP-MVP-1 Orenco Systemsm Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.0, © 03117 Page 2 of 2 PF9Series 60-Hz, 4-inch (100-mm) 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 Franklin Liquid End — SLlction Connection Franklin Super Stainless Motor Powered by Franklin Electric C Us LR80980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: e Minimum 24-hour run -dry capability with no deterioration in pump life or performance' • Patented 1/3-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 e Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable ' Not applicable for 5-hp (3 73 kKg 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 ❑❑❑❑-�_ Tc-rd length, it 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 i Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz Horsepower (kW): 03 = % hp (0.25) 05 = u hp (0.37) 07 = gib hp (0.56) 10 = 1 hp (0.75) 15 = 1v hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpnl 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) Pump, PF Series S5-hp (0 37kW) only A%,WWe for 10 gpm (0 6 Usec),1 /2 hp (0 37 kW) ony Note: 20.0 cads are ava)leble ony for single-phase pumps Through 1 Y5 hp Orenco Systems° Inc. , 814 Alrway Ave., Sullu lin, OR 97479 USA • 800-346-9843.541-459-4449 • www.orenw.com Nm-Pill-PF-1 Rev. 5.1, © 02/18 Page 1 of 5 Specifications c� Pump Model i S x� z a c� a C `� _ E o m E W CL E N A ec N c I'm ter. C� e£ t d 3 oc PF100511 10(0.6) HO (0.37) 1 ' 15 120 127 12.7 6 1 ?a In. GFP 23.0 00) 16 (406) 26 (12) 300 PF100511 CV 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 Y4 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 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 007121.1 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 4 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 PF101012 5 6 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PH 0103200 5 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 14 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PH 02012 6 67 s 10(0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5 6 1 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 5 9 10(0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 Y4 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 Y4 in. 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 '/4 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 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 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 A 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 1/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4.5 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 1/4 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 1/4 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 1/4 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 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 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 1/4 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 % 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 1/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4 : 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 4 5 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 PF3020121.6 ' 30(1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 1/4 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 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 1.6.7 a 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in, SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 6 6 6 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5-6-1 a 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 1/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5 6 1 30(1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 1/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5.6 a 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 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50(3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50(3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50(3.2) 0.50 {0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (51.6) 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 NTO-PU-PF-1 Rev. 5.1, ® 02/18 Page 2 of 5 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9943 . 541-459-4449 • www.0r0nco,c0m Specifications, cont. A M.0 Cc CM _ ! a E W A!^ Q E M L a y in �dp yn E r ¢ aZ xL� a Zo- a o�v c�a A 3 Pump Model 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 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 0 6) 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(075) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF5015320W 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 ° s r.e 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. 5 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 51.7.1 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,e 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 pokpropylene; SS = stainless steed The 1 !a -in NPT GFP discharge is 2 718 in octagonal across flats: the 11a-in. NPT SS discharge is 2 PB in octagonal across flats; and the 2-in NPT SS discharge is 2 78 in hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size. to accommodate Orencoo discharge hose and valve assemblies Consult your Orenco Distributor about fillings to connect hose and valve assemblies to meldc-sized piping 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube3 Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump Consult Orenco for more information. 3 Weight includes carton and 10-R (3-m1 cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lack 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 paned required for this pump. Contact Orenco 8 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 CelconO 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 k% have built-in thermal overload protection, which trips at 203-221 ° F (95-105' C). Orenco Systems® Inc., 814 Amway Ave., SuMerlin, OR 97479 USA • WO-348-9843 . 541-459-4449 • www.orencmcom NTD-Pu-PF-1 Rev. 5.1, m 02118 Page 3 of 5 rend I Data see - - S Y S T E M 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. -Fhese 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 800 700 600 2 ti 50C 40C v 30C a, 20( 0 10C - pF10Pal I PRO Series, 60 Hz, 0.5 - 2.0 hp PF101a PF7067•....... � _ t �fw/'/a" I~ PF1005-FC flow controller I 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 400 350 300 250 b 20( v 15C � 10[ ti 5C 0 0 PF20 Series, 60 Hz, 0.5 -1.5 hp PF2015j I PF2010 fI PF2005 I I M I 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 160 140 m e 120 100 80 v ,Ce 60 40 20 u 1 --- — 0 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) 900 [P€�u5a l PF30 Series, 60 Hz, 0.5.5.0 by 800 w 0 700 C 600 i 1. PF3030 500 m r 400 IPF3020 = 300 .......... b� PF30i0 ,.,. � ...;.. �....' ......... 200 PF3007 -.. � - 100 PF3005 .... i... ........... 0 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800.348-9m a 541-459-4449 - www.orenaD.com Rev. 5.1, a 02/18 Page 4 of 5 7/16/2919 GPI Turbine 3/4 FNPT Electronic Flowmeter, PVC, 2 to 20 gpm - 4TJT1 ITMO75-N - Grainger Q Print P Email Pumps > Pump Controls > Electronic Flowmeters > Turbine 3/4 FNPT Electronic Flowmeter, PVC, 2to 20 gpm Turbine 3/4 FNPT Electronic Flowmeter, PVC, 2 to 20 gpm Item # 4TJT1 Mfr. Model #TM075-N Catalog Page* 2676 UNSPSC # 41112501 Your Price O ❑ Shipping `` Pickup $368.00 / each 1 Expected to arrive Wed. Jul 17. Ship To 72002 (Change) r. + Add to List l --,-� WANT TO GET Get free standard shipping on all eligible orders ■ ! • = 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 availabilify is real-time updated and adjusted continuously. The product will be reserved foryou when you complete your order. More Product Details This GPI® Fowmeter displays 2 totals (cumulative and batch) and rate of flow, press display button to toggle between readings. Registers up to 999,999 x 100. Technical Specs Item Electronic Flowmeter Flow Material Water Flowmeter Product Electronic Flowmeter Type Turbine Group Connection Size 3/4' Housing Material PVC Connection Type FNPT Flow Range (GPM) 2 to 20 Fluid Temp. Range 32 Degrees to 140 Degrees F Accuracy (%) +/-3.0 Wetted Materials 316 Stainless Steel, Ceramic, PVC, PVDF, Length (In.) 5-1/2 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://w Am.grainger.com/product[GPI-Turbine-3-4-FNPT-Electronic-4TJT1 1/4 NE TA FIM' WASTEWATER DIVISION 3/4" NUAL DISC 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 n Wastewater e Reuse/recycled/reclaimed water e 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 DISC COLOR � 040 400 Blue 080 200 Yellow 12o 130 ReL� 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 that traps 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 filters the dirty water thoroughly, not only on the outer surface of the cylindrical disc filter, but through the entire depth of every ring's grooves. The result is a larger, more efficient filtering area I;when compared to screen filters) with more debris being captured and cleaner water exiting from the filter. Top view of disc ring 1 DirlyWater Filtered Water Disc Rings NULUM FLOW RANGE r ] 1- 12GPM MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 25 sq. in. FILTERING VOLUME ] 5.8 cu. in. LENGTH 522/32" WIDTH 715/32" WEIGHT [ .66lbs. DISTANCE BETWEEN ENDS [ 6" INLETIOUTLET DIAMETER ] 3/4" Male MODELNUMBER 1)1`O15 — 2" DUAL LITE AND 3" TM N LITE ALTERS ■ Polypropylene components for increased chemical resistance. ■ Easy opening orange plastic clamp for access to the discs. e More competitively priced than previous 2" and 3" models. OUT -4-- FLOW RANGE j 5- 26 GPM _MAXIMUM PRESSURE [ 14O psi FILTERING SURFACE AREA j 49sq. in. FILTERING VOLUME 27 cu. in. LENGTH 911/32" WIDTH [ 67/32" WEIGHT ] 2.2lbs. DISTANCE BETWEEN ENDS_ ] 67/32" INLET/OUTLET DIAMETER 1"Male MODEL NUMBER 1)1`100 — t OUT - — IN FLOW RANGE ] 40.110 GPM MAXIMUM PRESSURE [ 115 psi FILTERING SURFACE AREA [ 147 sq, in. FILTERING VOLUME 75.7 cu. in. LENGTH [ 165116 WIDTH — — 10114" WEIGHT [ 6.6lbs. DISTANCE BETWEEN ENDS ] 1O 114" INLETJOUTLET DIAMETER J 2" Male MODEL NUMBER J 25A2DL-*" LONG FILTER FLOW RANGE 10-35GPM MAXIMUM PRESSURE - [ 140 psi FILTERING SURFACE AREA 78 sq. in. FILTERING VOLUME 36 cu. in. LENGTH 1313/32" WIDTH 67132" WEIGHT - 3.11lbs. DISTANCE BETWEEN ENDS , 67/32" INLETIOUTLET DIAMETER 1"Male MODELNUMBER 25A48-- 3" TWIN LITE FLOWRANGE _j FILTER BQ-220GPM J MAXIMUM PRESSURE j _ 115 psi FILTERING SURFACE AREA 294.5 sq. in. FILTERING VOLUME 174 cu. in. LENGTH 28 3/4" WIDTH 914W � WEIGHT - 17Ibs. DISTANCE BETWEEN ENDS 1219/32" ] INLEUOUTLET DIAMETER J 3' Ranged MODELNUMBER j 25A3TL-'" j MANUAL DISC FILTERS FILTER APPLICATION RECOMMENDATIONS FLOW RATE HEADLOSS (psi) (GPM) 314" 1 '� 1" SUPER I 11J2" 11R" SUPER 2" DUAL HP 2" DUAL UTE 3" TWIN UTE 3" ANGLE 4" TWIN 6"TWIN 1"Alm- 13 31.34 1J���������� 1.7 5 87 Z10 j 22 324__j MEN EN 26 _J_ __ J 1.50 130 1 WFUM 31 _�� 2.10 1.70 2.10 35 I 2Z ��30 2-50 4� J��� 0 688 ������I�.��� 110 ���J�� 1.47 147 132 154 �� —� —� —� �� 140 028 198 1 I I J iX -� J 220 ] J 1.61 242 CHART LEGEND Effluent (incompiele biological treatment) -rivers and 264 f I I Ganats Ihigh biological load) reservoirs Ihot climate, nsufrtcientsedimentation) 286 Ef luaralallective sedimentation, complete biological 308 0.00 treatmenll • rivers and canals Ilow biological load) `� � �t :•! reservoirs (cold climate, good sedimentanon) 1 1 Municipal supply or well water (well maintained with 350 0•00 no presence of Iron or magnesium) 1,80 400 �� 200 ISO 5W 2.00 The losses shown are forfihers wlth 140 Mesh FILTERING VOLUME AND -FILTERING SURFACE. FILTER SIZE ! 3J4" r 1" SUPER 1 Vt" I Vr SUPER 2" DUAL HP 2" DUAL UTE 3" TVIIIN LIIE 3' ANGLE I 4' TWIN 6" TWIN FILTERING VOLUME (COIN) 1 5.8 1 27 36 27 36 75 75 1 150 _ 4 108 108 FILTERING SURFACE (S(IIN) _25_j 49 78 9 78 148 148 291 1 287 574 574 I FILTER SIZE j MODELNUMBER ) 3/4" DF075 *** 1" 1 DF100 -- j i" LONG 25A48-*** j 11/2" DF150-- ! 11/2" LONG DF150S-:— j 2" DUALHP j 25A30-- _ 2" DUAL LITE 2WDL-*** 3" TWIN LITE j 25A3TL *-**F 3"ANGLEFLANGED j 25A53-***FNEW 3" ANGLE GROOVED 25A53--GNEW 4" TWIN FLANGED 25A78 ***F j 6"TWIN FLANGED I 25A80-***F I Substitute I for proper mesh size SPECIFICATIONS s Disc Rings: Polypropylene • 0-Rings: EPDM Rubber * Clamp: Stainless Steel (except 2" Dual Lite and 3" Twin Lite which is Plastic) * Filter Body and Cover: Reinforced Polyamide (except 2" Dual Lite and 3" Twin Lite which is Polypropylene) ■ Temperature Range: -40* to 160' F m Maximum Pressure:115 and 174 psi NE TA FIM TIM NETAFIM USA 5470 E. HOME AVE. FRESNO, CA 93727 CS 888 638 2346 www.netafimusa.com W0612113 W23/20�0 I> 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 T 1 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 430 ft 0.4 mi 0.7 mi 3.8 mi ` 4.1 3.0 1.6 0.5 hitps://www.bing.com/maps 1/2 9/23/2020 Bing Maps - Directions, trip planning, traffic cameras & more Natural Steps PlnrwlA Mountain State Pinnacle #ark Shinall Mountain J6 neph?A1' COUP.? Blue Hill Maumelle i00 0AY, r,K0Vc 14L(Qi oirn Farm Rd, I tR 22 ndn Haig Little Flock. AR 72223 to o mi 5 to ��` H Pebble Beach Park Cammack Shady Grove Saint Thomas SA HT. FE tislclars Timber Ridge ! Twin Springs . Spring s:,rin PIPES V Sr Y flail V Bing A North Little Rock Health Department, 280... Edgcwuad Cemets:y � x ti c L LetJ)r � Park Hill - f toy I Gra North Little Rock Municipal Purport Sherwood Melanie Park i6z Amboy Md Village North Lle Rock Health Department >aO=PECT TEARACE Hill E F raad::av_S: I�al John L •'dcCiellar. Little Rock Big Rock WSeinocini fret : H [emu HlghSahr < ® No,F:ilal � —� `g 2G80 7emiorn 62020 HFr 14208 County Farm Rd, Little Rock, AR 72... LatIc i Maurnelle !liver 969 Candiewood .. --UDy 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:/ANww.bing.com/maps 2/2