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HomeMy WebLinkAboutNC0073679_Renewal (Application)_20211129 SM A 0 LJ A An '$Essential Utilities Company November 18, 2021 RECEIVED N V 22 2021 NCDENR- DWR-Water Quality Permitting Attn: Min Xiao, PE NCDEQIDW 'NNDtS 1617 Mail Service Center Raleigh, North Carolina 27699 Re: Generic Authorization to Construct Request for Portable Membrane Bioreactor Aqua North Carolina, Inc. (Aqua NC) Aqua NC currently owns and operates 58 wastewater treatment plants (WWTPs). Almost all of these WWTPs are permitted for operation through NCDENR-DWR. Many of these wastewater treatments are constructed of a coated steel and require periodic maintenance to blast and coat the steel due to age-related coating conditions. Several of these are smaller wastewater treatment plants without redundant aeration and clarification zones, and it is difficult to complete this maintenance while keeping the same facilities in service for wastewater treatment. In 2021, two of these facilities are being recoated. One is the Beachwood WWTP which is currently being recoated while being temporarily interconnected with another wastewater treatment facility. The second wastewater treatment plant, Harbor Estates, has two aeration tanks and a single clarifier. The dual aeration zones allowed each zone to be individually drained, cleaned, blasted, A coati ng was applied with an exceptionally short and coated while the other zone was operated. PP drying time to submergence, with final curing after submergence. Aqua NC had planned to operate the aeration zones as a manual batch reactor while completing the clarifier rehabilitation, but fortunately due to the low flowrate and available storage at the wastewater treatment plant this operation method was unnecessary. We will be monitoring this coating and if it performs as expected it may be used for future rehabilitation projects. Many other plants will not have this option. On July 28, 2021, Aqua NC was provided with the following submittal requirements for the portable membrane bioreactor package plant. Our response for each item is provided in italics below: • Detailed introduction and drawing for the MBR plant, and how the MBR plant will be setup. Attached please find design calculations for a typical portable Membrane Bioreactor wastewater treatment plant as provided for rental through Ovivo. Aqua Texas is currently operating one of these temporary Ovivo MBRs while replacing an existing wastewater treatment plant — Barton Creek Lakeside. I have personally inspected this wastewater treatment plant in operation and discussed its start-up with the Aqua Texas field staff, and it is operating well. These facilities provide a greater 202 MacKenan Court, Cary,NC 27511 • 0: 919.467.8712 • F: 919.460.1788 • AquaAmerica.com level of control than a conventional wastewater treatment plant, including continuous MLSS, DO, and turbidity measurements to an Ovivo SCADA system and alarm telemetry to field staff. Below please see a picture of one of the HMI screens for the specific unit installed in Texas. r < • 41G00000 f. • A list of the individual facilities (with NPDES permit#s) being rehabilitated with design capacities of each. Aqua NC had originally planned to complete rehabilitation for approximately 10 WWTPs using a temporary MBR WWTP. However, based on our recent experience with a rapid submergence coating, a combination of storage and "pump and haul"is expected to be more cost-effective for the smaller WWTPs. The revised list is below: WWTP 12 month Rolling Average Flow(gpd) Design Flow(gpd) Tradewinds 15,780 50,000 Briarwood (RRO) 20,575 50,000 Willowbrook 12,071 48,000 Aqua NC may use this system on WWTP rehabilitation projects in the future for other WWTPs with prior notice to DWR. • Timeframe for the work itself(from x month to y month). The work will be scheduled to be completed in less than two months for the actual cleaning, surface preparation, and coating; however, it is expected that the alternative treatment MBR may be on- site for up to six months during commissioning, operation, and decommissioning. • Construction sequence of events starting with installation of the temporary MBR plant to eventual removal off the site (with a detailed schedule- days/weeks). Sequence of Commissioning Events Approximate Timeframe Contractor prepares pad for mobile 5 days WWTP, and accepts delivery to site. Contractor provides electrical 2 days connection for mobile WWTP and _genset with ATS. Contractor installs bypass pumping 5 days connections and any requisite equalization and disinfection facilities. Contractor/Aqua NC starts mobile 21 days WWTP with seed sludge from existing WWTP and partial split flow. After mobile WWTP stable operation is confirmed, 100% MLSS transferred to mobile WWTP and 100% flow. Existing WWTP is cleaned of all settled 60 days materials, metal blasted/repaired, and coated per direction of Aqua NC SME. Coating tested by Aqua NC SME. WWTP is seeded with seed sludge from 21 days MBR and partial split flow. After existing WWTP stable operation is confirmed, 100% flow returned to existing WWTP Mobile WWTP is cleaned and 14 days transported to next rehab WWTP or to storage pending next job. As this process is approximately six months in length and as recoating is difficult in winter, it is expected that one to two facilities each summer may be completed using the MBR alternative. • Operations and Maintenance Plan. The facilities will be visited daily on weekdays by a certified operator and operation verified. Continuously the facility will be monitored for critical parameters, including but not limited to MLSS, DO, and turbidity. If alarm levels are triggered the information will be transferred via Aqua NC's SCADA dispatch system to the field staff and management. • Monitoring and Quality Assurance/Quality Control Plan. As stated above, the system will be continuously monitored for critical parameters. All effluent monitoring will be completed in accordance with the facility's permit. • An emergency plan in the event of inclement weather conditions (high flow events), or if the effluent quality does not meet the limits set forth in NPDES permits. These facilities are not very large, and if needed temporary pump and haul will be utilized until the emergency condition has been resolved. Please recognize that Aqua NC is proactively working to fully maintain these wastewater treatment plants and appreciates DWR understanding that a wastewater treatment plant designed to meet higher quality standards than the wastewater treatment plant being rehabilitated is environmentally conservative. If you have any questions, please feel free to contact me at (919)653-6964. Sincerely, p ?z (ivy) Joseph Pearce PE CFM Director of Operations Aqua North Carolina, Inc. llo _ , 0. - . . . _ _ ____ _ ,Isirt, 1 .01 = Pk BLOX Iiii /I: '; 71 a iiit III ' � MI p . ; . 1111 III ,v i _.- _ a '•1 I -♦, VT4F „pp. ■ I 1Ovivo 4 ( e►� - :�rityI I ■ m I cro B LOX MBR System TECHNICAL PROPOSAL #030921-1-MCS-R0 LOCATION: AQUA AMERICA, NORTH CAROLINA PREPARED FOR: JOE PEARCE P.E. CFM DIRECTOR OF OPERATIONS AQUA NORTH CAROLINA, INC. CARY, NC DATE PREPARED: 05/11/2021 VALID UNTIL: OV I VO N/A PREPARED BY: Worldwide Experts in Water Treatment ©Copyright 2020 Ovivo.All rights reserved. OViVO USA, LLC. This document is confidential and shall not be MBR Systems reproduced or distributed without prior written approval of Ovivo. The data and information 2300 Greenhill Drive, #100, Round Rock TX 78664 provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo 515.834.6000 i www.ovivowater.com I www.mbrcentral.com SUMMARY For smaller flows, true Ready-to-Operate systems are available. These systems are delivered to the site factory assembled with little or no interconnecting piping or ancillary equipment to install. Branded as microBLOX®, the facility design and layout of an Ovivo® microBLOX MBR system is intended to provide low constructed cost, low O&M, process stability, flexible design, simplified piping, operational ease and requires less automation. The biggest advantage to end-users, however, may ultimately be reduced installation costs. Contractor estimates indicate that single-stage systems may cost as much as 25-50% less to construct due to the Ready-to- Operate design, reduced footprint, reduced concrete and overall process simplicity. This proposal will demonstrate technology advancements, lessons learned and innovations that are continually assessed and implemented in-order to provide maximum uptime. One size does NOT fit all. Each BLOX® solution should be unique and tailored to the specific application through the use of modular subsystem blocks. 11 \ 414. 41111.01- Respectfully submitted, Martin Swanson Monte Ridenhour National Slaes Manager, MBR Systems Ovivo MBR Representative Ovivo USA, LLC EW2 Environmental, Inc. 512.652.5805 704.576.6637 martin.swanson@ovivowater.com mridenhour@ew2.net Enclosure ©Copyright 2020 Ovivo.All rights reserved. This document is confidential and shall not be reproduced or distributed without prior written approval of Ovivo. The data and information provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo INFLUENT FLOW DATA Ovivo's design values are summarized in the Table 2 below. TABLE 2—INFLUENT FLOW DATA Parameter Flow MinTemp Event Duration Annual Average Flow(AAF) 0.050 MGD1 10° Cl Annual Average Maximum Day Flow(MDF)2 0.065 MGD1 10° Cl 30 consecutive days Peak Day Flow(PDF) 0.130 MGD1,2 10°Cl 24 hours non-consecutive Peak Hour Flow(PHF) 0.130 MGD1,2 10° Cl 2 hours non-consecutive, during PDF Notes: 1. Values assumed by Ovivo,to be verified by Consulting Engineer. 2. MDF conditions are central to both biological and hydraulic designs 3. Peak Values assumed to occur during MMF,to be verified by Consulting Engineer INFLUENT / EFFLUENT CHARACTERISTICS Influent wastewater flows or loads are summarized in Table 3 below. In the event that the influent exceeds the specifications used in engineering this proposal, or the source of influent changes, the ability of the treatment system to produce the designed treated water quality and/or quantity may be impaired. Ovivo will provide guidance to overcome characteristic variations, however, if the Owner chooses to continue to operate the system, they assume the risk or any additional costs associated with biological upset, increased consumable use or membrane damage. TABLE 3—INFLUENT FLOW DATA Parameter Influent Effluent Remarks BOD 250 mg/L' < 5 mg/L1 TSS 250 mg/L1 <5 mg/L1 TKN 45 mg/L1 -- NH3 32 mg/L' <4.0 mg/L' TN 45 mg/L1 -- TP 8 mg/L1 -- Fecal Coliform -- < 2.2 CFU' With Optional Disinfection Alkalinity 300 mg/L -- Coarse Suspended Solids (CSS) <200 mg/L3 Maximum limit in MBR basins Screen Capture Efficiencies 90% Maximum Temperature 25° C Elevation 500 ft' Notes: 1 Values assumed by Ovivo,to be verified by Consulting Engineer. 2 Particles having a specific gravity>1.6 and unable to pass through a 65-meshc(0.21 mm)screen. 3 May be accomplished with a rescreen if headworks is insufficient. ©Copyright 2020 Ovivo.All rights reserved. This document is confidential and shall not be reproduced or distributed without prior written approval of Ovivo. The data and information provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo SYSTEM CONFIGURATION Each microBLOX®solution is unique and tailored to the specific application through the use of modular subsystem blocks. Technology advancements, lessons learned and innovations that are continually assessed and implemented in-order to provide maximum uptime. The following Tables 4, 5 & 6 and Figures 1 & 2 provide specific configuration and specifications for your application. TABLE 4—SYSTEM DESIGN Parameter Descri•tion x Volume S stem Selection Model 4Z microBLOX® -- Confi•uration Desi•n Zone 1 MBR SiC Membrane Four(4) M6 3,775 gallons Zone 2 MBR SiC Membrane Four(4) M6 3,775 gallons Zone 3 PA Fine Bubble Aerostrip 3,990 gallons Zone 4 Anoxic Mixer -- 3,370 gallons Parameter Value Units Comment Process Desi•n Total AOR 210 lbs. 02/day 65,000 gpd AOR Supplied by MBR Scour 125 lbs. 02/day AOR Supplied By Supplemental 02 85 lbs. 02/day MBR MLSS 17,677 mg/L SRT 20 days Total Membrane Surface Area 3,120 ft2 FIGURE 1 —TYPICAL EQUIPMENT LOCATION Access Stairs I Blowers I Auto MC I Access Platform (Grating or Covers) i Chem Dose I Coarse& Fine Screens 7 AI?.�C 7 \ell —� , .. l�Y ' tr��Lt, n r7r{w�� r ■ III ICI I1� 1 i • _ - N '' 4--- .-- - 1 : !I 31K .2‘ 1 Er A fe.r. •. . JP.;1 , / I : :�- /- ��' •i�rlilII..rltrlllili�► r �� ups 1 PLC, MCP, HMI, SCADA I UV I Permeate Pump i RAS Pump I Membranes i Fine Bubble i Mixer i WAS Pump ©Copyright 2020 Ovivo.All rights reserved. This document is confidential and shall not be reproduced or distributed without prior written approval of Ovivo. The data and information provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo 4 TABLE 5—SPECIFICATIONS Parameter Value Comment Site Re•uirements Power 480VAC/3PH/60Hz Service Amps 200 Connectivity 5G Cellular Ambient Temp 33°F to 103°F Climate control required outside of temperatures listed. Minimum Temp 20°F w/Optional Heat Trace Water Service 40 gpm @ 40 psi Elevation 500' Assumed S -uZ in_•s Area Classification NFPA Cl D1 & Cl D2 Headworks Cl D1 I System Cl D2 Envelope Seismic Rating Category D SIF:1.5, Occupancy Cat: II, US Steel American Iron & Steel Act Tanks are AIS compliant,with American Steel documentation Applicable to design, manufacturing, Quality Standard ISO 9001:2015 supply, installation&servicing of WWTP& WTP, associated equipment&systems. NSF NSF/ANSI Membrane Plate Panel Electrical UL Maximum Deflection I " Max deflection on any single member Weldin ANSI/AWWA D100-05 All welds are continuous seam welded. microBLOX®Footprint 45' I x 8.2'w x 12' h Sup Tank Footprint N/A Supplemental tank not required System Footprint 50' I x 19'w x 12' Includes stairs& service clearance Ceiling Clearance 7.5' Minimum clearance Service Clearance 4' Distance from system microBLOX®Weight(Dry) 50,000 lbs. microBLOX®Weight(Wet) 192,000 lbs Sup Tank Weight(Dry) N/A Supplemental tank not required Sup Tank Weight(Wet) N/A Supplemental tank not required FIGURE 2—TYPICAL PLAN VIEW 50' 4 ► - � - r :rror: r` t ♦ 4Z microBLOX t v' 443 i �'t `*so410 mob "NIr 1, 12' ©Copyright 2020 Ovivo.All rights reserved. This document is confidential and shall not be reproduced or distributed without prior written approval of Ovivo. The data and information provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo TABLE 6-BUILD SHEET 4Z V1 H2 D4 D4 PA AX B3 T3 P2 U3 S1 MC W1 00 -- Base i Su•elemental Tank 3Z Three(3)Zone 00 None 4Z Four(4)Zone EQ Equalization XL XL WA Sludge Storage Volta*e FB Aeration V1 480VAC/3PH/60Hz AX Anoxic V2 208VAC/3PH/60Hz SW Swine Headworks WAS Pum• H1 Single Coarse, Dual Fine Screen W1 Sine le WAS Pum. H2 Sins le Coarse,Trifle Fine Screen Maintenance Clean Zone 1 MC Full Automated D1 Single Membrane Ox een Delive D2 Dual Membranes SO None D3 Triple Membranes S1 Fine Bubble D4 Quad Membranes S2 02+Reactor Zone 2 UV Disinfection D1 Single Membrane UO None D2 Dual Membranes U1 Single Ultraviolet D3 Triple Membranes U2 Dual Ultraviolet D4 Quad Membranes (OPTIONAL) U3 Triple Ultraviolet Zone 3 U4 Quad Ultraviolet 00 None U5 Quint Ultraviolet PA Aeration U6 Six Ultraviolet AX Anoxic Permeate Collection SW Swing P2 Dual Permeate Pumas WA Sludge Storage Transfer Pumps EQ E.ualization T1 Single Transfer Pump Zone 4 T2 Dual Transfer Pump 00 None T3 Trifle Transfer Pum. PA Aeration Blowers AX Anoxic L B1 Single Blower SW Swing B2 Dual Blower WA Sludge Storage B3 Triple Blower EQq Equalization Anal tics O.tions Yes-1 No-2 Dissolved Oxygen - Yes-1 No-2 Cover&Rails Yes-1 No-2 Turbidity I Yes-1 No-2 Grate&Rails Yes-1 No-2 Total Suspended Solids I Yes-1 No-2 Heat Tracing Yes-1 No-2 WaterEx.ert TM Yes-1 No-2 Porch Lights Chemical Addition S stem I Yes-1 No-2 Cony Outlets Yes-1 No-2 Carbon Yes-1 No-2 Disconnects Yes-1 No-2 Flux Enhancer I Yes-1 No-2 Stairs Yes-1 No-2 Phosphorus Reduction Colors Yes-1 No-2 eH Ad ustment G Grey(standard) Adders D Desert EQ&PA Blower F Forest B Beach A 2 2 2 1 1 1 1 1 2 1 2 1 1 1 1 G ©Copyright 2020 Ovivo.All rights reserved. This document is confidential and shall not be reproduced or distributed without prior written approval of Ovivo. The data and information provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo V MAJOR EQUIPMENT LIST Table 7 below lists the major equipment and instruments provided. TABLE 7—EQUIPMENT LIST Equipment Type Manufacturer I Model Dut Stdb Design alue HP Control TDH ea Rotating Equipment Permeate(B/W)Pump Rotary Lobe Vogelsang 111112-114 1 1 50 to 113 gpm 7.5 VFD 10 psi RAS Pump Rotary Lobe Vogelsang 111112-114 3 01 61 to 111 gpm 7.5 VFD 10 psi WAS/Rescreen Pump Rotary Lobe Vogelsang I VX100-45Q 1 0 7 to 54 gpm 5 VFD 15 psi Mixer Submersible Wilo 1 TR 36 8/8 1 1 N/A 1.75 PLC N/A Air Scour Blower Regen FPZ I SCL K10-TD 2 1 70 to 90 scfm 25 VFD 4.5 psi PA Blower Regen FPZ I SCL KO7R-MD 1 0 53 to 129 scfm 7.5 VFD 5.5 psi Carbon Addition Peristaltic B/W I A-100NF 1 0 0.16 gpm N/A PLC N/A Chlorine Pump(MC) Peristaltic B/W I FLEX-PRO A2 1 0 0.3 to 1.3 gpm N/A PLC N/A Acid Pum• MC Peristaltic B/W FLEX-PRO A2 1 0 0.2 ••m N/A PLC N/A Instruments Pressure Transmitter Diaphragm E+H IT PMC131 1 0 -15 to 15 psi N/A PLC N/A Gauge Compound McDaniel 12.5" 6 0 -15 to 0 psi N/A N/A N/A Gauge Pressure McDaniel I 2.5" 6 0 0 to 30 psi N/A N/A N/A Level Switches Float Conery 12900 6 0 N/A N/A PLC N/A Level Transmitter Hydrostatic Blue Ribbon I Birdcage 2 0 10 psi(23.1') N/A PLC N/A Permeate Flow Meter Elec-magnetic Hach I W400 1 0 Reversible N/A PLC N/A Turbidity Meter Optical Hach I TU5300 1 0 0 to 700 NTU N/A PLC N/A Air Scour Flow Meter Thermal Mass Sierra I 780S 1 0 0 to 150 scfm N/A PLC N/A DO Measurement LDO Hach l Model 2 1 0 0 to 20 mg/L N/A PLC N/A TSS Immersion Hach Solitax sc 1 0 .001 m• L-50 ./L N/A N/A N/A Other Coarse Screen 5 mm perf Envirocare I CT150 1 0 150 gpm .33 PLC N/A Fine Screen 2 mm Perf Envirocare 1 CT150 3 01 50 gpm(max) .33 PLC N/A Fine Bubble Diffuser Flat Panel Aerostrip I Type Q 23 0 53 to 129 scfm N/A N/A N/A Membrane Silicon Carbide Ovivo 1 M6 81 02 20.8 gfd3 N/A N/A N/A Disinfection UV D434 3 01 73 gpm N/A N/A N/A Control Panel PLC, HMI, Ovivo 1 0 240 VAC N/A N/A N/A SCADA, MCP Permeate Storage BW/MC Tank 6.5'x 3.5'x 4.5' 1 0 520 gallons N/A N/A N/A Notes: 1) With 1 duty unit offline,the remaining 2 units can provide MDF for 48 hours. 2) With 1 membrane train offline the remaining train can hydraulically treat MDF flow for 48 hours. 3) MDF. ENCLOSURES The following enclosed documents are provided to further support Ovivo's supply of goods and services. • BioWin Summary • PFD • Layout Drawings • PIDs CO Copyright 2020 Ovivo.All rights reserved. This document is confidential and shall not be reproduced or distributed without prior written approval of Ovivo. The data and information provided is furnished on a restricted basis and is not to be used in any way detrimental to the interests of Ovivo BioWin Summary Characteristics Unit Value Comment Influent T.BOD mg/L 250 TSS mg/L 250 T.P mg/L 8 TKN mg/L 45 Ammonia N mg/L 32 pH mg/L 7.3 Alkalinity mg/L 300 Temperature °C 10 Recycle Q 6.37 SRT days 20 Total AOR Ib/da 210.2 Chemical Addition Micro C gpd 0 Alum gpd 0 Caustic •pd 0 Process Basins MLSS PAX mg/L 15,278 MLSS PA mg/L 15,514 DO PA mg/L 2.0 OUR PA mg/L/hr 97 OTR PA lb/hr 3.56 lb/day 85.4 SOTE PA % 20.1 Diffuser Type — Fine Bubble Al•ha -- 0.495 MBR MLSS mg/L 17,677 Scour Air Total scfm 360 DO mg/L 2.44 OUR mg/L/hr 84.1 OTR lb/hr 5.20 lb/day 124.8 SOTE % 4.1% Alpha -- 0.544846671 Diffuser T •e -- Coarse Bubble WAS Volume gpd 757 Mass Ib/d 111.6 Effluent(Model) T.BOD mg/L 0.89 TSS mg/L 0 F.TKN mg/L 1.85 Nitrate N mg/L 6.25 Nitrite N mg/L 0.11 TN mg/L 8.22 Ammonia N mg/L 0.39 TP m./L 4.8 Effluent RFP Requirement BOD mg/L <5 TSS mg/L <5 TN mg/L - NH3 mg/L <4 TP mg/L - ©2021 Copyright Ovivo.All Rights Reserved Page 1 of 1 BLEACH (BY OTHERS) _Iiid BACKWASH/CIP TANK CARBON ACID (BY OTHERS) (BY OTHERS) miaoB&0X SIOD UMIT villrq— F— _10,.—P—I W D N OP DOSE PUP i (ROD) �/ L ALAL l/ Op(PUMPI \ /—� PA BLOWER PA/WAS/MBR MIN BLOWER LER BLOWER I I (my) STAND-BY (OITY) (Duly NR EXTRACTION BYPASS I BLOMER r— SYSTEM III TANK L—, � �E Nl W PLANT \ OVERFLOW . I ► / gyro y EFFLU ENT PLANT ) INFLUENT ) 1, : . $ . 1y yy (BY 0�_ ZONE J PA-D1 I —►R�ZONE 1 10-01 I .. I �� �' I T T T ZONE 4 (PRE-AERATION I MN BASH 01)(H) - 1 I _ )( ' - LN UV UV • ox-01 BASIN 02) I ZONE 2 MB-02 _ I I (AN021C BARN O1) I I( I 1 1 I --► (MN BASIN 02) '�"'J I / B T T T IpE .--�-- (N) I PERMEATE/PUMPBACKWASH I TAW ORM j ; 1 (2 OUT) I (BY OTHERS) M t I AC> Ij r 1 _ /i .� WAS/RESCREEN I • N1 I PIMP FEED FORWARD PUMPS I WAS --------------_ --- (3 DUTY) WAS FOR �. DISPOSAL - (BY OTHERS) r I r-( I EO/WAS ROVER I UTs)I (O E0 WAS THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF OVIVO,AND ITS ^\ I /O AFFILIATES,AND IS NOT TO BE DISCLOSED NOR TO BE USED IXCEPT FOR EVALUATING PROPOSALS V Y Y OF OVNO OR INSTALLING,OPERATING OR MAINTAINING OVIVO EQUIPMENT,UNLESS OTHERWISE Worldwide Experts in Water Treatment AUTHORIZED IN WRmNG BY OVNO. UNCONTROLLED COPY IF PRINTED ® microBLOX® DATE I... 1°,IR.lWG SCALE „NE"°(`" DO NOT SCALE PRINTS INITIAL RELEASE _—l,.....-----D CCO MNHT m10 ovna *� {� NON0/1/ STANDARD ES000T APPLESP F D 108 s Er NUMBER 1 mow-E 1 I REVISION EN BY OEO'D DATE ALL NMNR MUM-EV A E M DIY DESCRIPTION MATERIAL PART NUMBER TOTAL WEIGH 1 ASSEMBLY,MB,V3,65KGPD,TANK,SHIPPED V365K GPD-1-300 45365.975 _ 1 ASSY,ALUM CHANNEL FOR COVER MOUNT,V3 234-688 289.135 I ASSEMBLY,MB-V3,TANK TOP HANDRAIL 234-646 559.605 1 ASSEMBLY,MB STAIRS W LANDING 234-659 821.434 •f 8 1 ASSEMBLY,MB STAIRS W LANDING 234-660 929.319 0 1 ASSEMBLY,WAS/DRAIN,PIPE,BY OTHERS BY OTHERS 55.645 8 LIFT LUGS WITH FASTENERS 234-185 283.310 lf8 %I\• 1 ASSEMBLY,MB,CIP TANK,OV UNITS 234-521 481.337 IIVII 0 ,0 4,....., /II �I ' 411:0,, 10k1V I ' "I I I/.-I.„..... ''' . ?,%;. * \� 4/ �itiiiitl.• d `� `� /-,*/(�� .l►' III �1.�o .Pt�� i r \\ '4 0/ ' . _ IL -- VI OTHERS 41 I 111 ° I A // / .-► ,�,� 'lye,' i ..,T._. I. .1/�/, it Ape,.#A. h •\ 40. frs' .I' iv `I I'I QUANTITY SALES M-V369R GPD-01 �'�.�I,.` � MATERIAL SEE BOM /I `r�: / FINISH SEE BOM /I oO 4I/ COST CLASS r`�i• WEIGHT 187859 Wreu 10 OVIVO A o00 IIwEi.BieMrKlMrr.>•.r.r NOT FOR CONSTRUCTION ra"M-°° •�-- �^ - ,Lua„L.,N1M1,65K6PD,BnTur.Emn *FINAL DESIGN MAY VARY* REF.FROM TIONOnS CALE PRINTS DATE* 8/11/1B19 +�+� DRAWN RD MGM-50 DWG M-V3 65K SHEET p 01E= DV C rr.._ B \ „1 li: II ll �MA I \ III it di' / 4"INFLUENT 1 } _ 7i ' y P _ _ �F ::::o. _ itre i mil:... .:1.t �. --:, I _._. . .i . II 6"OVERFLOW ' OI , 1.1, • ^_ ~ - -17: :.'.. ar I11 ir': 1- i 1 is •r'i 1. 7: 7I/I 2'WAS 1111FAII Ill L _ -t -�- _ - ,Ii-, ..I !NI: of Y/ �%Ia 1 Nit-N _. ._. „.,-.,,, „-.0„, „„,.,,.., . ,D, F I o DI °! 2., — .L I . 1L y B �,4ua• \ / 0 C 0 3,47/Sfi' <"PERMEATE TIE POINT ]'-]O 1/4' 4.-3 3/4" NOT FOR CONSTRUCTION *FINAL DESIGN MAY VARY* „�,,., "•-,,,,-3 �•,— OVIVO p 0o D°NOT su'LE Pam"'Ow6. 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"fat,. .!mewTil lll I,. 1111..--1 : i.-I: INL 1--feik.—. !_—_017141 1-1- fr-- ,!,-I rinicro*BILOX • , ' io II ',.....441 liVil fel 0 0 � ' `� , ,.ice. i i1 ....i L _1 1 11..,1'..11.:: i , '.ter t .. I! ormr ry"Mirr. -- 0 VIEW D-D 0 i NOT FOR CONSTRUCTION W� .M- •77 "-•� OVIVO *FINAL DESIGN MAY VARY* D p� a)Ea DOf fT ®!�s M-V365K I So 6 A ° ., .....W.***>, ::. , ''� Tikkdo, ' t,. r\<-110:)1‘isfs,I,VA ,Aur, 01*1 -.' li ‘ 41W4111"0-.417r,;e4,1 ,, i'l°°, j,.....A2..............44.4I/ 4'•;: I,ti ` • i11lIII' �.11 %111% � ,i, %ii II 'Z14;Wi 0.41)0C 1 4'101 . '• O .i4 4.r I •.•<1 ..0 1110011. p: I 41- tilli . ► ' fr k�� 10, �;I _l o wow., O / �\ i It. NOT FOR CONSTRUCTION \ *FINAL DESIGN MAY VARY* s �, OVIVO D ®o°0.�..,.m,_""'rs xio. M-V3 65K c s "A" OVIVO Worldwide Experts in Water Treatment 2300, Greenhill Drive, #100, Round Rock, Austin, TX 78664 phone: (512) 834-6000 I fax: (512) 834-6039 microBLOXTM AQUA AMERICA WWTP Sheet Index I-1.1 LIFT STATION&EQUALIZATION TANK I-1.2 FINE SCREENS 1-1.3 PRSrFSS TANKS&CLEANING 1-1.4 FEED FORWARD PUMPS I-1.5 PERMEATE CONTROL AND DISINFECTION 1-1.6 MAINTENANCE CLEAN/BACKWASH TANK 1-1.7 MBR BLOWERS AND PRE AERATION BLOWER I-1.8 WAS PUMPS I-1.9 CHEMICAL DOSING 1-1.11 SLUDGE HOLDING TANK 1-1.12 CODES LEGEND 1-1.13 SYMBOL LEGEND THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF OVIVO,AND ITS OVIVO '�\/I\/O AFFILIATES,AND IS NOT TO BE DISCLOSED NOR TO BE USED EXCEPT FOR EVALUATING PROPOSALS v Y Y OF OVIVO OR INSTAWNG,OPERATING OR MAINTAINING OVIVO EQUIPMENT,UNLESS OTHERWISE Worldwide Experts in Water Treatment AUTHORIZED IN WRITING BY OVIVO. UNCONTROLLED COPY IF PRINTED AAQUA AMERICA DATE 1 ON= Wks l gEom 1" DO NOT SCALE PRINTS mv DWG SCALEoe Dx® roeW sEA _ tEt INCITAL RELEASE //�� Ai CCOPYRIGHT OVIVORAMS R6EINm—REV A WORKIWISHIP STANDARD ESD001 APPLIES P&I D SHEET' I'1.0 ,12 REVISION EN BY OEDIY DATECOVER SHEET TYPICAL FOR 2 TYPICAL FOR 2 B =_ 4 d d 4 j a g a Rg RI 4 e °a a 'Aa 4 PLC 1 1 1 I 1 I 1 1 1 1 1 I PLC — — — — — — — I -�-, - -• - - L- - L� I \/yI�\,J�J I I �� I 1 �J , 1 I , , 1 , MCC MCC - - - - - - I - - —,_ - - -1 - - - - �- - - - - - - r J I I r I r I r I r r 4'. �. y. 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UNCONTROLLED COPY IF PRINTED AQUA AMERICA OAIE I '°" I.i.S IXEEaco I" OPTIMAL]OPTAL ITEM B DO NOT SCALE PRINTS mr, ® PA,SCALE,oa NUMBER asp los CI Of:OPYRDHT E010 ONO • 11P STANDARD 1 APPLES P&I D .., I-1.1 If 12 ALL RIGHTS RESERVED-REV A LIFT STATION&EQUAIRATION TANK TYPICAL FOR 3 a m g 8 i m g 8 8 8 8 °ae. T ' ?‘ ; - - v v PLC + + + + _ _ _+ + + I PLC — i� FIAI RIAl11 . -'-- - 4 `-- MCC CI FNLR= MCC — __ — — — — — — — — — — — — — — — — T — — Tr 1 — L J I I REMOTE VPN I I AUTODIALER CT) , , I I I I r5-0102 I — — AUTO — — AUTO t CS-0101 ,// J l /°j iS-010] AFlB iligh71. wr .. , rr, P BEF 9iT I LB CNV-010101 T r V-010107 v. / C� FS-0104 W. 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OPTIONAL 1511 BDO NOT SCALE PRINTS ,a,® ` _ CCOPYROIT 2010 OYNO L•J a T101t1(INNSIIP STANDARD E50001 APPLIES P I D s*I1 NUMBER on0u 12 N.mans IESER ED-REV A I FINE SCREENS xi s yi $ 1 °a a s g 8 i S g i Ih.‘21 Wil 11:2-.mgi.12 PLC 1 1 I I I I 1 I I 6NS PLC I I I j i 0 MCC — — — — -— — — — — — — — MCC L r -1 r :M ii p[y� ppy q�p5\ 'G--'+`C Y�WAn-701 ) C ' C IB/11 �P?MTISYPS > V-070209 / HIGHEST POINT 1111S ON HEADER AN FJ(TRAC710N SYSTEM L Ii0 >AIR ---{ Y-m-PA-aT }——— ——i——1 e e e { Y�c�wn-gym ) t=4 e REF SN1 1-1 7 1-1 1 V-070 © 109 I/4• I/( EDT-070101 I I V-07010E SV-070104+ + r YT NEG-PT3 FEfrPT2 COW-o t0J K REFMSHT 11.7 VAS J--- — MEs-Pn eEG-Pn ` , a n V-OM110 CHV-070101+/snA (BT OTIETIs) �v\ASZ-0 1— M— I---— -- T —}—T--_._ r �—S—r--��--+1 } _ — i'll' �^° I /1 /1, /I/6 /e/ //0 T/ 1/9//8 (/1T//371/ is B SHTER F--d r-rwenT-m )-- 1 > 0> I > 0 i > 1 t> 0> I > rift:- `3 5 4.I > t s I >. 0 s TRY°TM°n� —�F L-isI " I I 1 I I I 1 `M I ( Y e. > To"uw 1 i i (BY OTHERS) v0A>n / MXR-040102 I I I I 1 I I w w 0 % i w 0 ._ {Qy ' E 1 FTID-050102 = _ _ 7 = _ _ _ Y - D REF SHT 1-1.4'. _ OSU-070204 OSU-07020D 0SU-070202 OSU-070201 I OSU-070104 0511-07D101 OSU-070102 0511-070101 v 1 9X1 /�¢�1 MBR2 1 /fig 1 MBR1 �I• � yEpOEHC (ZONE-04) j - (ZONE-03) (ZONE-02;0702) (ZONE-01;0701) )1--( I'-Proc-mim-cm � EOYQiN > MEMBRANE Silicon Carbide(51C) Y III ��//i�" !'M m �/FC m (BY OTHERS) Stock t: Mb Nominal Pore Sue: <0.1m Surface Area Per �yA3 Tp Diffuser type: Coarse Bubble s£.?S"r' —!' 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AQUA AMERICA B OPTONAL DEM B r\ EllDO NOT SCALE PRINTS miroe�o.m C.Ioex � .�SCALE E« , +++ ALL MGM301D�V A �� MORIOWISlW STANDARD Es000l APPLIES PROCESS TANKS AND CLEANING V+Err I-1.3 12 flr TYPICAL FOR 3 a i a a 1 :t a g a 8 a PLC 1 1 1 1 _ _ _ _ PLC _ — — — _ — _ _ 1 J_ _1 _ _ _ — _ — — 1 1 A lie 1 __� — — — — — — — — A �_ MCC MCC �.Js _ — — — _ _ — — — — — _ D ::...., K K F '4d 'I"R° REF SIT H13 /Th D as .g ;^ as—.r-- eM 0-210101 CHV-210101 0-210102 rr PW-210101 PUMP PACKAGE V _ _ _ _ Y 1. t Feed Forward Pumps(Vogelsang 10112-114) O Oty :Rotary Lobe W t+• v Minimum Flow Rate : 61gpm D 7.0 ((`�'T Maximum Floe Rate : 111 gpm ow V-210201 ��,/� CHv-210201 V-210202 ea Maximum Mech.Pressure: 10 prig Motor Size : 7.5 HP PMP-210201 PUMP PACKAGE >a (."-' D kl 11. 0) r V-210301 -A CNY-210301 V-210302 es PW-210301 PUMP PACKAGE FEED FORWARD PUMPS THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF OVIVO,AND ITS OV I VO NOTES: AFFILIATES,AND 15 NOT TO BE DISCLOSED NOR TO BE USED EXCEPT FOR EVALUATING PROPOSALS UNLESS OTHERWISE NOTED,ALL PIPE,FlTTRIG5.ASSDGATED HARDNARE, OF OVIVO OR INSTALLING,OPERATING OR MAINTAINING OVIVO EQUIPMENT,UNLESS OTHERWISE Treatment Experts in Water VALVES,INSTRUMENTS AND EOUIPMEMT ARE SUPPLED BYCM510. 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OF OVIVO OR INSTALLING,OPERATING OR MAINTAINING OVIVO EQUIPMENT,UNLESS OTHERWISE Worldwide Experts in Water Treatment VALSES,INSTRUMENTS PAID EWPMENT ARE SUPPLED BY MVO. AUTHORIZED IN WRITING BY OVIVO. UNCONTROLLED COPY IF PRINTED DATE]�. lar(,o Icnracro I++ El OPRONAL ITEM B I]SUPPiED BY 071ERs AQUA AMERICA D� C m.,oei0BO JOB NUMBER ..b.m ALLCCOPYR/GHT IESERVEDID 00 A �i DO NOT SCALE PRINTS IIORKIIAI STANDARD ES0o01 APPLIES MBR&PRE AERATION BLOWERS �'Er, I-1.7 12 TWICAL FOR 2 d / a zs °a a a 1( 1 K121-*04-0A I PLC PLC I— — — — — — .- —I—I— — — — — — — — , — — — — — — I 1 AZi 0--' V., V LMR MCC — — — — — — � — — — — —T— — — — — �— — — — — — — MCC e e e -' t7 LI P c r.K., r� XV-190102 REF 91T 1-12 ,-1-',-.• re e - - ,e ,:. 0 ®® e �Rp 1 -, 1 0 I T/A5 \ E A 41i 1-13 v-1BA010 I. 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UNCONTROLLED COPY IF PRINTED DATE I A.D., Inrl�IcBecrol�� 11 aPP ED BY nos AQUA AMERICA �,, i0 OP I1EN Cill DO NOT SCALE PRINTS m<ro I D DW NUMBER om,E,B ALL RIGN rtRESER�YmED-REV A `l am STANDARD l � CHEMICAL DOSING FEET I-1.9 oF 12 i 8 4 PLC — — — — — — — — — — — — — —' — — — — — — — — PLC MCC — — — — — — — — — — — — — — — — — — — — — MCC N FROMSHT WEIR)5 snD (BY O1HERS) M onus b I2 r1-1 A Q nslait o BY OTHERs - ' Y - I-wASI []wAS2 ® ® (BY CB ) SHT-01 LE-190101 SLUOGE HOLDING TANK RIK-1901 al THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF OVIVO,AND ITS O• I ♦ O NOTES: AFFILIATES,AND IS NOT TO BE DISCLOSED NOR TO BE USED EXCEPT FOR EVALUATING PROPOSALS UNLESS OTERIMSE NOTED.ALL PPE.STINGS ASSOCIATED HARDWARE. OF OVIVO OR INSTALLING,OPERATING OR MAINTAINING OVIVO EQUIPMENT,UNLESS OTHERWISE in Water Treatment VALWS,INSTRUMENTS AND EQUFMIFNT ARE SIRPIIED BY ONVO. AUTHORIZED IN WRITING BY OVIVO. UNCONTROLLED COPY IF PRINTED AQUA WorldwideAME ExpertsA I�'� IaYI�IExecMoI., I]91PPUED BY OTHERS OWL SCALE BE .o.e DO NOT SCALE PRINTS mr,oeLOBa NUMBER _ a]OPTIONAL ITEM AOe ry nsn.uu.c ALL RESERVED10 V A / WORKINNSHP STANDARD E50001 APPLIES SLUDGE HOLDING TANK ,.., I-1.10 or 12 TYPICAL VARIABLE LETTER COMBINATIONS EQUIPMENT/INSTRUMENT PREFIXES EQUIPMENT/INSTRUMENT PREFIXES NOCHES AND 9NZEOFFIC CONTROLLERS READOUT DEVICES ALARM DEVICES _ TRANSMITTERS LETTERSACP ACCESS CONTROL PANEL IT TEMPERATURE TRANSMITTER AD AEROBIC DIGESTER TV TELESCOPING VALVE X @ et p I X s sRELAYS, WNW AE ANALYT CAL SENSOR UPS UNNTERRIlP1BLE PORER SUPPLY �j�j { COIPUIIND PRIMARY TEST AEII 0R ONCE. SAFETY FINAL AN ANAEROBICUNl I1LiRANOlE7 LINT FAST INIUINC OR FI EMT ANALYTICAL INDICATOR 1RANSINTIER V MANUAL VALVE LETTERS MEASURED VARIABLE ii " li DOMES ELEMENT POINT PROBE GLASS DEVICE ELEMENT EE A M/,N��pi�.r� N ARC AM AC - AR Al ASH AR. AFL ART NT AT AY AE AP AW - - Al A NARY AT ANALYTICAL TRANSMITTER APR VARIABLE FREQUENCY DRIVE B Dmr/C uanM.rll. BRC MC BC - OR 891 B9. BPI BRT MT OT BY BE - es es - 8Z B _ AXP POST ANOXIC NE NEST C User'.Choir _ _ _ _ _ - - - _ - _ C CLOSED BR BLOWER WEE VIER GATE D U.r'.Choke _ _ _ _ _ - - - - - _ D _ CBD COARSE BUBBLE DIFFUSER YR ADJUSTABLE MR E Mop ERC EIC EC - ER 0 E91 ESL E91L ERT OT ET EY a _ - _ - EZ E - OR CHEMICAL FEEDER XV AUTOMATED OPEN/CLOSE VALVE F Flow Rot. FAG FTC FC FCV FR n FISH FSL F911. FRT FIT Ft FY FE FP - PG - FZ F _ CHV CHECK VALVE FO Flo.OUmBy FROC FDIC - - FOR F0 F09H FOS.FOOl. - POT POT FOY FOE - - _ - FDZ - - CUR CLARFIER FTFloe Rollo FIRE F11C FTC - FIR Fn FF91 FFST. 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IRE 11C IC 'UV A A TSH 19 191 1RT TIT TT TY TE 1P 1PN - 1SE TL S _ TO Trot r.Differential TORE TOE TOE 10CV TOR TO 1091 109 10SHL TORT MOT TOT 1EY IDE TOP VFW - - TOM T - ' GRINDER U MoIllohle - - - - Ut U _ _ _ _ _ _ _ _ _ _ U - CRC GMT CLASSIFIER - - - ✓ Vn/Mayryw Aad.y N - - - - YR 11VSN VSL VOL WIT MT VT VT VE _ - - - VZ V - LE LEVEL SENSOR pn16 N W.I�t/Taru ARC MC WC ACV SR NITT91 W9 NSW ART MT WT WY NE _ - - - WZ W _ UT LEVER NDICA108 TRANSMITTER ND W.IydfFara OBsnld CRC ROC WDC A MN NOSH NOR M)91 1109 YD9L NM NOT NOT NOY NE _ _ - - ROZ - - 191 REVEL SNATCH 1X01 % Untln..d _ _ _ _ _ - - - - - _ % _ L9N iR REVEL SM1CH NICN HIGH Y EYnt/Stel./Yrwrmn - ' WC YC - YR 'IT191 Y9 'NHL 'MT YIT IT TY YE _ _ - - YZ r - lS1 LEVEL SMll1t LOW Z Po.itkn/DYnrulon ZRC ➢C ZC ZCV ZR 11291 ZS. Z9L MTZIT IT ZY ZE - - - - a - l31 LEVEL 50101 LOW LOW ZD Co.FM9/O.Aothn ZORC 7DIC ZOC SOCV ZER ZO ZD01 ZDSL ZDSKL SORT ZIT ZDT WI ZDE _ _ - - ZOO - - L9d LEVEL SM1CH MEDIUM NOTE Tile table le not oil-VidolYR LT LEVEL TRANSMITTER MBR MOBRANE 900.HCTOR UNE CODES PIPE MATERIAL ABBRIMAT1ON EDUIPMENT/INSTRUMENT NUMBERING SUBSYSTEM CODES MCC MOTOR CONTROL CENTER - ME MOISTURE SENSOR —IP— MAJOR PROCESS UNE 304SS 304 STARLESS STEEL XXX- (EXAMPLE) B HEADMORKS MOT MOTOR q DUCTILE Rql 02 EQUAl17A110N ZONE MIOt MIXER M PROCESS UNE HDGCS HOT CAPPED GALVANZED CARBON STOL DEVICE INSTANCE MINIM 03 ANAEROBIC ZOE NZL NOZZLE —f— PROCESS/CLEANING MR PVC POLYVN1'L CHLORIDE BASH INSTANCE ON PRE-ANOXI:ZONE 0M5 OPERATOR WORK STATION FIRFIT70BLE HOSE SUBSYSTEM CODE 05 PRE-AERATKN ZONE PA PRE AERATION ELECTRICAL BRO BRACED 01 HOSE EOIXPYENT/IMSIMRENi PREEN QU POST ANOXIC ZONE PAX PRE ANOXC PLC To SCADA FLUID CODE ABBREVIATION LINE NUMBER GROUPS 07 MEMBRANE BOREACIOI ZONE PE PRESSURE 9NSOR COMMUNICATION as PROBATE CONTROL PG PRESSURE GAUGE El '�%'a PROCESS CONTINUATION CA CLEANING AA OOD OVERFLOW O/ MEMBRANE BIOIEACTDR ZONE AERATION pi PRESSURE INDICATOR��TL"UAW M1HN SCOPE CDS CHEMICAL DOSNC 1QU INFLUENT PRE-AERAIIN ZONE AERA7KN PIT Pg64URE INDICATOR 1RANSMIIER } �i� PROCESS CEDITINUATION MELT INFLUENT 200 RECYCLE/FEED FORWARD 11 SUPPLEMENTAL AERATION PLC PROGRAMMABLE LOGIC CONTROLLER / • ., REHM SCOPE OWRL OVERFLOW 300 PERMEATE 12 NIERNM.RECYCLE PAP PUMP MARL.i .. MTH BAOCROW PA PLANT AR 400 PROCESS AR/PORE OXYGEN 13 APE COSMO FILL PANEL � I PROCESS CONnNUAnON PRINT PERMEATE 500 CHEMICAL DOSING 14 CHONCAL DOSING PRV PRESSURE RELIEF 0R REDUCING VALVE J / OUT OF SCOPE pw PLANT WATER 600 CLEAVING AR is SUPPLEMENTAL CARBON ADDITION PSH PRESSURE SMTOI HIGH ESS RAS RERUN ACTIVATED SILAGE 700 PUNT WATER/RINSE 16 BACKWASH ZONE PS. PRESSURE SNITCH LOW Al . 1 PROCQUT OC C01 SCOPE1NUA7KN RECYC INTERNAL RECTOE 800 RETURN ACTIVATED 91Dff 17 9NE CLEAN-IN-PLACE PT PRESSURE TRANSMITTER ""^ MIN BACHELOR RNS RINSENOD WASTE ACTIVATED SLUDGE 18 DISMFECTION St SPECTACLE BIND WAS WASTE ACTIVATED SLUDGE 11) WAS BANDUNG SYU SUBMERGED MEMBRANE UNIT ® UNE NUMBER DRN DRAIN 20 SIC-TAD ZONE SPC SPEECE CONE UNE NUMBERING O%Y OXYGEN 21 FEED FCRIMRD ENE SIG MANUAL STOP GATE Fr FEED FORWARD 22 AEROBC DIGESTER ZONE SUG SWICE GATE 00.I -DI-INFLT-001 (EXAMPLE) BKW BACKWASH 23 MISCELLANEOUS SV SOLENOID VALVE Ile I SEQUENTIAL LINE N0. to TABLET OQORNATOR FLUID CODE TE TEMPERATURE SENSOR PRE MATERIAL TC TEMPERATURE GAUGE NOMINAL UNE 97E A TEMPERATURE INDICATOR TIT TEMPERATURE INDICATOR TRANSMITTER IRE TANG 15N TEMPERATURE SNATCH UCH THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF OVIVO,AND ITS OV I VO AFFILIATES,AND IS NOT TO BE DISCLOSED NOR TO BE USED EXCEPT FOR EVALUATING PROPOSALS OF OVIVO OR INSTALLING,OPERATING OR MAINTAINING OVIVO EQUIPMENT,UNLESS OTHERWISE Worldwide Experts in Water Treatment AUTHORIZED IN WRITING BY OVIVO. 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