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HomeMy WebLinkAboutWQCS00268_Permit (Issuance)_20160413€�Icztef ResOUJ ces 6NVIRONMENIAL QUALITY April 13, 2016 Mr. Richard L. Woodruff, City Manager City of Jacksonville PO Box 128 Jacksonville, NC 28541-0128 Subject: Permit No. WgCS00268 City of Jacksonville City of Jacksonville Collection System Onslow County Dear Mr. Woodruff: PAT MCCRORY DONALD R. VAN DER VAART SecrenIr S. JAY ZIMMERMAN DDv°cror In accordance with your application received April 7, 2016, we are forwarding herewith Permit No. WQCS00268, dated April 13, 2016, to the City of Jacksonville for the operation and maintenance of the subject wastewater collection system. This permit shall be effective from November 1, 2016 until October 31, 2024 and shall be subject to the conditions and limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay particular attention to the monitoring and reporting requirements in this permit and any special conditions. Changes have been made to the boiler plate language of the permit. Most of the changes are for clarification purposes, however Condition I(3) has been removed. The Department of Environmental Quality (DEQ) believes that condition was included erroneously in previous permits. It was included based on proposed rulemaking by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ lacks authority to include such language in a permit. DEQ will continue to exercise enforcement discretion when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the Permittee. A highlighted copy of the permit identifying the changes made is available at: http://ncdenr.s3.amazonaws.com/s3fs- ublic Water%20Quality/Surface%2OWater%20Protection/PERCS/WCS%20(Collection%20SVstem)/Updated %20WQCS%20TempIate %2015.05.18%20(highIighted) pdf For purposes of permitting, the collection system is considered to be any existing or newly installed system extension up to the wastewater treatment facility property or point of connection with a separately owned sewer system. The collection system is considered all gravity lines, pump stations, force mains, low pressure sewer systems, STEP systems, vacuum systems, etc, and associated piping, valves and appurtenances that help to collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's ownership or maintained and operated by the Permittee through a perpetual legal agreement. Satellite systems are systems tributary to the Permittee's collection system but those collection systems are not owned or maintained by the Permittee. The system description provided on Page 1 of this permit is meant to provide a general idea about the size of the system and may not be all inclusive of the collection system at the time of permit issuance or afterward. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone: 919-807-63001 Internet: www.ncwaterquality.org An E4ual Opportunity 1 Affirmative Action Employer— Made in part by recycled paper City of Jacksonville Collection System April 13, 2016 A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to reaching the wastewater treatment facilities is referred to herein as a Sanitary Sewer Overflow (SSO). The evaluation of enforcement options after an SSO will be determined considering all relevant information available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes and regulations pertaining to the wastewater collection system must be maintained or appropriate enforcement actions may be taken as noted in Condition VI(2). A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches surface water (including through ditches, storm drains, etc.). Reporting requirements including the required verbal report and written report to the appropriate regional office are referenced in Condition IV(2). Form CS-SSO can be downloaded from the SSO Reporting area at: http://ncdenr.s3.amazonaws.com/s3fs- 2ublic/Water%20Quality%Surface%2OWater%2OProtection/PERCS/WCS%20(SSO%2ODocuments)/CS- SSO(2015).doc A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of waste to the system may be issued if adequate justification for an SSO is NOT submitted to the regional office. In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with additional documentation as necessary. DWR staff will review the justification claim and determine if enforcement action is appropriate. Please be advised that the information needed to justify a spill is very comprehensive. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty days following the receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you have questions regarding compliance, contact the appropriate regional office. If you need additional information concerning this permit, please contact Steve Lewis at (919) 807-6308. Sincerely, for S. Jay Zimmerman, P.G. Director, Division of Water Resources by Deborah Gore, Supervisor Pretreatment, Emergency Response, Collection System Unit (PERCS) enclosure: Permit No. WQCS00268 cc: Wilmington Regional Office, Water Quality Regional Operations Water Resources Central Files — WQCS00268 Maureen Kinney, NC Operators Certification Program (electronic) PERCS Files (electronic) STATE OF NORTH CAROLINA t ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENTAL QUALITY SYSTEM -WIDE COLLECTION SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the City of Jacksonville WQCS00268 FOR THE operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance, approximately 300 miles of gravity sewer, approximately 10 miles of force main, 39 duplex pump stations, 5 triplex pump stations, 1 quadplex pump station and all associated piping, valves, and appurtenances required to make a complete and operational wastewater collection system to serve the City of Jacksonville and any deemed permitted satellite communities pursuant to the application received April 7, 2016, and in conformity with the documents referenced therein and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. This permit shall be effective from November 1, 2016 until October 31, 2024, and shall be subject to the following specified conditions and limitations: Page 1 of 7 I. PERFORMANCE STANDARDS 1. The sewage and wastewater collected by this system shall be treated in the properly permitted Wastewater Treatment Facility identified in the permit application and documented in the Division's database. [15A NCAC 02T .0108 (b)] 2. The wastewater collection system shall be effectively managed, maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards. In the event that the wastewater collection system fails to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate actions as per the Response Action Plan (Condition II(9)), as well as any actions that may be required by the Division of Water Resources (Division), such as the construction of additional or replacement sewer lines and/or equipment. [15A NCAC 02T .0108 (b)] 3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains and service laterals; to address flows from satellite systems and to take enforcement action as required by Condition 1(4). [G.S. 143-215.913; G.S. 143-215.1(f)(1)] 4. The Permittee shall develop and implement an educational fats, oils and grease program that shall include at least semiannual distribution of educational material targeted at both residential and non- residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease program for non-residential users under which the Permittee can take enforcement against users who have not properly installed, operated and maintained grease traps or grease interceptors as directed or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease. [15A NCAC 02T .0108 (b)] 5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for reinvestment into the wastewater collection system infrastructure. The CIP should address the short- term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year period and include a goal statement, description of the project area, description of the existing facilities, known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to the CIP. [G.S. 143-215.913] 6. Overflow piping from manholes and pump stations, excluding piping to approved equalization structures, Known or discovered after permit issuance shall be immediately removed or permanently capped. Plugged or valved emergency pumping connections are allowable for portable pumping or rerouting without intentionally bypassing the wastewater treatment facility. [15A NCAC 02T .0108 (b)] 7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The permittee shall provide justification for delay in initiating the process for repair or replacement at the Division's request. If the pump in a simplex pump station serving more than a single building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump out of service fails, it shall be replaced immediately. [15A NCAC 02T .0305 (h) (1)] Page 2 of 7 8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an emergency contact telephone number at which an individual who can initiate or perform emergency service for the'wastewater collection system 24 hours per day, seven days per week can be contacted. This emergency contact telephone number shall be coupled with instructions that the emergency contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an emergency is apparent. [15A NCAC 02T .0305 (h) (2)] 9. Pump station sites, equipment and components shall have restricted access. [15A NCAC 02T .0305 (h) (4)] 10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump stations from a central location to check operational status of the communication system) shall have both audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and conspicuous location. Permits issued for the construction of pump stations that included high water alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm condition initiated by the pump station control feature) is installed. [15A NCAC 02T .0305 (h) (1)] 11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable or another form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)] II. OPERATION AND MAINTENANCE REQUIREMENTS 1. .Upon classification of the collection system by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up ORC, and shall comply with all other conditions of 15A NCAC 8G .0204. [15A NCAC 08G .0200 et.seq.] 2. The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance, operational and complaint logs. If the review process results in the identification of any recurring problem in the wastewater collection system that cannot be resolved in a short time period, the Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)] 3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment. [15A NCAC 02T .0108 (b)] 4. The Permittee shall develop and implement a routine pump station inspection and maintenance program which shall include the following maintenance activities: a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet wel I; b. Inspecting and exercising all valves; c. Inspecting and lubricating pumps and other mechanical equipment; and d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment. [15A NCAC 02T .0108 (b)] Page 3 of 7 5. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump out of service), at least one fully operational spare pump capable of pumping peak flow shall be maintained on hand. [15A NCAC 02T .0305 (h) (1) (A)] 6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no less than two pumps, that discharge to a pressure sewer and serve a single building, unless the Permittee has the abilityto purchase and install a replacement pump within 24 hours of first knowledge of the simplex pump failure or within the storage capacity provided in a sewer line extension permit. [15A NCAC 02T .0108 (b)] 7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater collection system unless the Permittee can demonstrate the ability to gain temporary access in an emergency situation where existing land -use conditions do not allow the establishment and maintenance of permanent access. In this case, the Permittee shall continue to observe the lines visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to perform further inspections and necessary maintenance. [15A NCAC 02T .0108 (b)] 8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10 percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension permit. [15A NCAC 02T .0108 (b)] 9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items: a. Contact phone numbers for 24-hour response, including weekends and holidays; b. Response times c. Equipment list and spare parts inventory; d. Access to cleaning equipment; e. Access to construction crews, contractors and/or engineers; f. Source(s) of emergency funds; g. Site restoration and clean up materials; and h. Post-SSO assessment. (15A NCAC 02T .0108 (b)] 10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee shall document in its 5-day report why it was unable to initially respond to any SSO location within two hours. [15A NCAC 02T .0108 (b)] 11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore the system operation, remove visible solids and paper, restore any ground area and restore the surroundings. [15A NCAC 02T .0108 (b)] III. RECORDS 1. Records shall be maintained to document compliance with Conditions I(4), II(2) - II(4), II(7) - II(8), IV(3) and V(1) -V(4). Records shall be Kept on file for a minimum of three years. [15A NCAC 02T .0108 (b)] Page 4 of 7 2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection system complaints for a minimum of three years. These records shall include, but are not limited to, the following information: a. Date of SSO or complaint; b. Volume of wastewater released as a result of the SSO and/or nature of complaint; c. Location of the SSO and/or complaint; d. Estimated duration of the SSO; e. Individual from the Division who was informed about the SSO and/or complaint, when applicable; f. Final destination of the SSO; g. Corrective actions; h. Known environmental/human health impacts resulting from the SSO; and i. How the SSO was discovered. [15A NCAC 02T .0108 (b)] 3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection system that also notes the locations where other wastewater collection systems become tributary. If a comprehensive map of the collection system has not been established, a rough sketch shall be drawn. The Permittee shall map approximately 10 percent of its existing collection system each year for the next ten years beginning at the original permit issuance date, or until complete, whichever is sooner. The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow direction, approximate pipe age, and each pump station identification, location and capacity. [15A NCAC 02T .0108 (b)] 4. The Permittee shall maintain records of all ofthe modifications and extensions to the collection system permitted herein. The Permittee shall maintain a copy of the construction record drawings and specifications for modifications/extensions to the wastewater collection system for the life of the modification/extension. Information concerning the extension shall be incorporated into the map of the wastewater collection system within one year of the completion of construction. The system description contained within this permit shall be updated to include this modification/extension information upon permit renewal. [15A NCAC 02T .0108 (b)] IV. MONITORING AND REPORTING REQUIREMENTS 1.. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water and groundwater protection and an acceptable sampling and reporting schedule shall be implemented. [15A NCAC 02T .0108 (c)] 2. The Permittee shall verbally report to a Division of Water Resources staff member at the Wilmington Regional Office, at telephone number (910) 796-7215 as soon as possible, but in no case more than 24 hours following first knowledge of the occurrence of the following circumstances within the collection system which is underthe Permittee's ownership or maintained and operated bythe Permittee through a perpetual legal agreement: a. Any SSO and/or spillover 1,000 gallons to the ground; or b. Any SSO and/or spill, regardless of volume, that reaches surface water. Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and other types of spills) occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Page 5 of 7 Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS - SO (or the most current Division approved form), within five business days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem does not recur. [G.S. 143-215AC(a1)] 3. The Permittee shall meet the annual reporting and notification requirements provided in North Carolina General Statute §143-215.1C. V. INSPECTIONS 1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or lead to the release of wastes to the environment, threaten human health or create nuisance conditions. The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. [15A NCAC 02T .0108 (b)] 2. Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T .0108 (b)] 3. A general observation by the permittee or its representative of the entire wastewater collection system shall be conducted at least once per year. [15A NCAC 02T .0108 (b)] 4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface waters, siphon, line positioned parallel to stream banks that are subject to eroding in.such a manner that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at least once per every six-month period of time. A list of high -priority lines is presented as Attachment A and is hereby incorporated into this permit condition. New high priority lines installed or identified after permit issuance are incorporated by reference and subject to this permit condition until permit renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T .0108 (b)] VI. GENERAL CONDITIONS 1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the wastewater collection system or there is a name change of the Permittee, a formal permit modification request shall be submitted to the Division. The request shall be accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. Such request will be considered on its merits and may or may not be approved. [15A NCAC 02T .0104; G.S. 143-215.1(d)(3)] 2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104] 3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state, and federal) having jurisdiction. [G.S. 143-215.1(b)] 4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit, revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and regulations or as needed to address changes in federal regulations with respect to the wastewater collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)] Page 6 of 7 5. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit. [15A NCAC 02T .0110 (4)] 6. The Permittee shall file an application for renewal of this permit at least six months prior to the expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the wastewater collection system described therein, and if warranted, will extend the permit for a period of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC 02T .0109] 7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection system. [15A NCAC 02T .0106 (c)] 8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the collection system at any reasonable time for the purpose of determining compliance with this permit, may inspector copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of wastewater, groundwater, surface water, soil, or plant tissue. [15A NCAC 02T .0110 (3)] 9. The Permittee or their authorized representative shall have available a copy of this permit to present upon request by any duly authorized officer, employee, or representative of the Division. [15A NCAC 02T .01041 Permit issued this the 13t" of April, 2016 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for S. Jay Zimmerman, P.G. Director, Division of Water Resources By Authority of the Environmental Management Commission by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor Division of Water Resources, NCDEQ Page 7 of 7 eA��L�JEU N> MNOW CAS � PUBLIC SERVICES DEPARTMENT Utilities Services Division 350 S. Marine Blvd Jacksonville, NC 28540 910-938-5277 www.d. jacksonville.nc.us Fax 91 M3&6511 Pete Deaver, Utilities Services Superintendent pdeaver@ci.jacksonville.nc.us To: Wally Hansen, Public Services Director From: Pete Deaver, Utilities Services Superintendent Ref: High Priority Sewer Lines Date: March 31, 2016 The following is a listing of known high priority maintenance sewer lines within the City of Jacksonville Collections system; • Wilson Bay • Dual 24" force main under the New River • 36" force main aerial crossing at Chaney Creek • Rendle Street crossing of Chaney Creek • Northwest Jacksonville (JAX) Trunk Sewer Facility • Gravity line between manholes 5 and 6 of Eton Drive (variance to gravity sewer MDC granted) • Gravity line between manholes 9 and 11 off Welsh Land and Cardiff Court (variance to gravity sewer MDC granted) • Gravity line between manholes 55 and 56 off Fairway Drive • Gravity line between manholes 36 and 45 at Greenwood Court • Gravity Line, trunk sewer behind Main Pump Station • Gravity line aerial crossing off of the end of cul de sac on Mark Lane This list is not all inclusive and subject to change CITY OF JACKS0N1/ILLE SEWAGE PUMP STATIONS AND CAPACITIES PERMIT # W QCS00268 STATION LOCATION MCC DESIGN PUMP MODEL SERIAL PUMP # FORCE MAIN BYPASS GENERATOR GEN. & ENG GEN. CANNON ELECTRIC ROTATION CAPACITY MANUFACTURER NUMBER NUMBER HP PUMPS SIZE CONNECTION BRAND MODEL# SIZE SER-# PLUG Arlington 5049 Western Blvd 340 gpm ABS PIR 3D 10 2 6" PVC YES 6. X Ashley Park 1908 Country Club Road 208-3 phase 200 gpm Hydromatic 10-S4N30034 17043 3 2 6" PVC YES 10-S4N30034 17043 4" X Barden 619 South Shore Drive 480 1200 gpm ABS AFP1501,274,M E350/4-42,60FM 38742 80 2 10" PVC YES Spectrum 100DSEJD 100 KW 2170490 34393 John Deere 404SHF285 earrus Bell Fork Road 240-3 phase 200 gpm Fairbanks 5432 5 2 10" PVC YES 5432 8 ? eayview 6 Bayview Drive. 240 20 gpm Bams SGV Series 2 2 2" PVC SGV Series Bell Fork 203A Cole Drive 277-3 phase Fairbanks Morse 3 2 6" DIP YES 6" Brinson Creek 155 Conover Street 480 1100 gpm Fairbanks Morse D5436MV 125 2 10" DIP YES MTU 250RIC6DT3 250 KW 311854 14" John Deere 6090HF485 Brookview 113A erookview Drive ABS 75 2 16" DIP YES Spectrum DGFC5702851 230 KW 46459379 John Deere 6CTAA8,3G3 Brynn Marr 910 Corbin Road 480 2250 gpm Fairbanks Morse 1: Frame - 5414T40 K3D3-050160 60 3 16" DIP YES Generac 20AOOA6-S 180 KW 2055289 - 1: Motor-5K6257XM72B LRJM1316 12" Mitsubishi 12.OL 2: Frame - 5414T40 0D1050158-2 2: Motor-SK6257XM12B LRJM1315 3: Frame - 5414T40 K3D1-050160-1 3: Motor-SK6257XM12B LRJ1121313 Canterbury Hills 121 Settlers Circle 250 gpm Fairbanks Morse 5 2 6" DIP Carolina Forest 301A Stagecoach Drive 480 500 gpm Hydromatic 54LX5000 500110473U 50 2 8" PVC YES Country Club Villas 560 Myrtlewood Circle 240-3 phase 150 gpm Gorman -Rupp T4A3•B 667200 5 2 4" PVC YES 184T Frame 667202 4" Countryview 340 Drummer Kellum Road 150 gpm Collins Heights 103 Leonard Street Fairbanks Morse Pumps"A5432 MK 15 2 10" DIP YES MTU 40JJC6DT3 40 KW 306076 ' 500 gpm Motors -Reliance PISG2703E 10" John Deere 4024HF29S Frames - X180TY Commons 1121 Commons Drive North 240 - 3 phase 250 gpm Myers 4VH75M4-23-40 7,5 2 6' PVC Jg ... s3 , „i X Cottage Cove 1110 Corbin Road 208-3 phase 95 gpm Homa AMX434-193/5.5N 5'S 2 4" YES 4 X Decatur Road 707 Decatur Road 425 gpm Gorman -Rupp 7,5 2 8" YES Power Engineering GSA48HFMLDS 40 KW 30025204 800 Deutz 8657011 EastThompson 6 EastThompson Street 240-3 phase 45 gpm Myers 3 2 2" PVC Ellis Boulevard 100 Hardison Hills Courts 480-3phase 2800 gpm Fairbanks 5414T40 Frame 50 3 181,DIP YES Spectrum 150DSEIB 150 KW 2042391 1243437-0 K301-050159-1 F(sherman's Wharf New River Bridge 1243437-1 12" John Deere 6068HF150 325 gpm Fairbanks Morse D5433MV 5 2 6" PVC YES MTU 25JJC6DT4 25 KW 305357 6" John Deere 4024TF282 STATION LOCATION MCC DESIGN PUMP MODEL SERIAL PUMP # FORCE MAIN BYPASS GENERATOR GEN. & ENG GEN, CANNON ELECTRIC CAPACITY MANUFACTURER NUMBER NUMBER HP PUMPS SIZE CONNECTION BRAND MODEL# SIZE SER.# PLUG Ford Street 282 Ford Street 240- 3 phase 300 gpm Flygt C-3085 2.5 2 4" DIP x Francis Park 2443 Lejeune Boulevard 208-3 phase 180 gpm Fairbanks Morse 5432MK 7.5 Z 6" PVC YES 4" X Georgetown 102 Darden Street 240-3phase 69.7gpm ABS Piranha PE 35/2D 5.4 2 all PVC YES Henderson 335 Henderson Drive 2500 gpm Fairbanks Morse 60 3 20" DIP 4" ? YES Simplex E2032M132803A 150 KW 505A80-L364N1 X Highland Crossing 861 Piney Green Road 230 -3 phase 95 gpm Hydromatic SPGF500M34 G6484-6 4" PVC 12" YES Detroit Diesel Kohler 10637305 20ROZI 20 KW 601722 Holiday City 775 Grace Street 208 -3phase 175 gpm Gorman -Rupp John Deere 4039DF004 6" PVC YES Kensington Park Still under warranty of developer 208 475 gpm ABS AFP1001ME-2504 37593 ±33,52 6"PVC 6" YES Main 44 North Marine Boulvard 480-3phasePumpsi&3-7800 gpm Fiowserve 36"DIP 4" YES MTU 1250RXC6DT2 1250 KW 308687 Marine Plaza 1690 Marine Plaza 240 - 1 phase Pump 2-5400 gpm 60 Pirhana 2-12" MTU T1238A36 gpm 3 2 2" PVC YES Memorial Drive 221 Memorial Drive 240 33 phase 200 gpm Fairbanks Morse 543-B QV1073936-1 3 2 6" PVC Northslde 2425 North Marine Boulevard 240-3 Frame 25 KZV1073936-0 phase 350 gpm Homa 4A/3-205E10/4B 823 10 2 8" -: 824 X Parkwood 2732 Northwoods Drive 240 -3 phase 125 gpm ABS AFP 1041 M35/4- (2 3 2 4" PVC pumps) XFP 100E CB1.2 PE35/6-(s (spare) X Pine Lodge 515 Anne Street 240 -3phase 235 gpm Vaughn S4K2-230V-080 52550A-08/98 10 2 6" PVC YES 525508-08/98 4ttX Pine Valley 892 Pine Valley Road 230 -3phase 630 gpm Hydromatic 54MX15001C 507512 15 2 10" DIP -": Generac 40051 40 KW 701037 507513 '•John Deere Piney Green Piney Green Shopping Center 208-3phase 100 gpm Homa GRP78/3 EX Lt 10 2 4" Kohler 20ROZJ81 25 KW 383521 Poplar Branch 1314 Piney Green Road ') John Deere 4039DF004 Sherwood 197 Phillips Park 1050 gpm 8" Yes - t Kohler 127 gpm KSB 80-200-34X6 30708 5 2 24" DIP Shoreline 85D Shoreline Drive 240-lphase 30709 ^ �, sue, i';: 52gpm Homa GRP16/1 2 2 2 PVC.,' Southwest Regional 33081ue Crrek School Road 480-3phase 1900gpm Triangle Triangle Mobile Home Park 85 2 8" 1 YES;,YKohler gpm Fairbanks Morse D5432MV 3 2 4" DIP YES MTU 25JJC6DT4 25 KW 306351 University University Drive 240-3phase 500 gpm Fairbanks Morse 10 4" John Deere 4024TF281 2 811PVC YES Spectrum 30DSEJB 30 KW 795173 Utility Complex 350 South Marine Boulevard 240-3phase 120 Myers 4WHV30M4-23 John Deere 3029TF150 gpm 4 2 4" PVC t ti 1 4, a Wantland Wantland&Railroad 240-3phase 126 gpm Flygt CP3085.181-4882 9450135 3 2 4 PVC X Wilson Bay 4South CourtStreet 480-3phase 1110 gpm KSB KRTK 150-35/6XG 9450134 24/22 2 12"PVC sic YES Kohler 80ROZJ71 80 KW 378084 KRTK 150-325/18186XG g" X G=!