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HomeMy WebLinkAboutWQCS00192_Renewal (Application)_20240318 _ .3 ROY COOPER _ Governor i ELIZABETH S.BISER • .,,^� co-, ,a Secretary Y _- RICHARD E.ROGERS,JR. NORTH CAROLINA Director Environmental Quality March 18, 2024 Town of Holly Springs Attn: Kendra D. Parris, Executive Director PO Box 8 Holly Springs, NC 27540-0008 Subject: Permit Renewal Application No. WQCS00192 Holly Springs Collection System Wake County Dear Applicant: The Water Quality Permitting Section acknowledges the March 18, 2024, receipt of your permit renewal application and supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made. Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a timely manner to requests for additional information necessary to allow a complete review of the application and renewal of the permit. Information regarding the status of your renewal application can be found online using the Department of Environmental Quality's Environmental Application Tracker at: https://deo.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker If you have any additional questions about the permit, please contact the primary reviewer of the application using the links available within the Application Tracker. Sincerely l� Wren Thedford Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application D_E Q� North Carolina Department of Environmental Quality I Division of Water Resources Raleigh Regional Office 3B00 Barrett Drive Raleigh.North Carolina 27609 i..rr�e�rw.\/„ 919 791 4200 DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46 GS Town of Holly Springs CON Utilities&Infrastructure aAP } U P.O.Box 8 1128 S.Main St. Holly Springs,NC 27540 O / d(919)577-3150 utilities-infrastructure@hollyspringsnc.gov • North G www.hollyspringsnc.gov March 14, 2024 North Carolina Department of Environmental Quality RECEIVED Division of Water Resources Municipal Permitting Unit 1617 Mail Service Center MAR 1 8 2024 Raleigh,NC 27699-1636 NCDEQ/pWR/NPDES Re: Renewal Application- Collection System Permit-WQCS000192 Town of Holly Springs Dear Sir/Madam: The Town of Holly Springs is requesting renewal of Collection System Permit #WQCS000192. Please find enclosed the following items in application for Collection System Permit Renewal for the Town of Holly Springs. Instruction A:Cover Letter (this document) Instruction C: CSA 04-16 Application Form Section IV.3 Pump Station List Section IV.4 High Priority Lines List (See Attachment A) Section V.1 Collection System Administration Organizational Chart Section V.4 Annual Budget for Collection System (Updated and Approved) Section V.6 Capital Improvement Plan (Updated and Approved) Section VI.2 Response Action Plan Section VI.4 Pump Station Contingency Plan Section VI.6 Comprehensive Collection System Map Feel free to contact Rachel Ingham at Rachel.Ingham@hollyspringsnc.gov or 919-567-3985 if you have any questions or need additional information to process this application. Sincerely, "—DocuSigned by: '—A3B6E125C87C4AE... Kendra D. Parrish,P.E., CFM Executive Director of Utilities and Infrastructure • Nr,,_ , _ _ _ DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46 KP/ek cc: Rachel Ingham; Engineering Manager (Utilities) Seann Byrd; Deputy Director-Water Resources Project file/Correspondence #42000 I DocuSign Envelope ID: D84224B7-4408-4628-B885-8F009675BA46 State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS 1 Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant Division Policies. Failure to submit all required items will necessitate additional processing and review time. For more information, visit the System-wide Collection System Permitting website: General—When submitting an application to the Municipal Permitting Unit, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested additional information. The Applicant shall submit one original and one copy of the application and supporting documentation. The copy may be submitted in digital format. A. Cover Letter • Submit a cover letter listing all items and attachments included in the permit application package B. No Application Fee Required > No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit > The appropriate annual fee for systemwide wastewater collection system permits may be found at: > Annual Non-Discharge Fees C. System-Wide Wastewater Collection System(FORM: CSA 04-16)Application: ® Submit the completed and appropriately executed System-wide Wastewater Collection System(FORM: CSA 04- 16) application. Any unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due to space restrictions,attachments to the application may be made,as long as the attachments are numbered to correspond to the section and item to which they refer. ❑ If the Applicant Type in Section 1.3 is a Privately-Owned Public Utility, provide the Certificate of Public Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the wastewater collection system,or ❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval is expected. ❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for business with the North Carolina Secretary of State. D. General Information: > The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c),an alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). ➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule, unless they are formally delegated. INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5 DocuSign Envelope ID D84224B7-4408-4628-B885-8F009675BA46 E. Summary of Attachments Required: El Instruction A: Cover Letter El Instruction C: Application ❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary) ❑ Instruction D: Delegation Letter(If necessary for signing official) El Section IV.3 Pump Station List El Section IV.4 High Priority Lines List O Section V.4 Annual Budget for Collection System(Updated and Approved) ® Section V.6 Capital Improvement Plan(Updated and Approved) ® Section VI.2 Response Action Plan ® Section VI.4 Contingency Plan ® Section VI.6 Comprehensive Collection System Map ❑ Section VII Note Any Potential Compliance Issues THE COMPLETED APPLICATION PACKAGE,INCLDING ALL SUPPORTING INFORMATION AND MATERIALS,SHOULD BE SENT TO: NCDEQ-DWR Water Quality Permitting Section MUNICIPAL PERMITTING UNIT By U.S.Postal Service: By Courier/Special Delivery: 1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.Suite 925 RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604 TELEPHONE NUMBER: (919)707-3601 TELEPHONE NUMBER: (919)707-3601 INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5 DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46 I., APPLICANT INFORMATION: 1. Applicant's name(Municipality,Public Utility,etc):Town of Holly Springs 2. Facility Information: Name: Utley Creek Wastewater Collection System Permit No.:WQCS00192 3. Applicant type: ®Municipal ❑State ❑Privately-Owned Public Utility ❑County ❑Other: 4. Signature authority's name:Kendra D.Parrish,P.E.,CFM per 15A NCAC 02T.0106(b) Title:Executive Director of Utilities&Infrastructure 5. Applicant's mailing address: 128 S Main Street City:Holly Springs State:NC Zip:27540- 6. Applicant's contact information: Phone number:(919)557-2933 Fax number:( ) - Email address:Kendra.parrishna,hollyspringsnc.gov II. CONTACT/CONSULTANT INFORMATION: 1. Contact Name:Kendra D.Parrish,P.E.,CFM 2. Title/Affiliation:Executive Director of Utilities&Infrastructure 3. Contact's mailing address: 128 S Main Street 4. City:Holly Springs State:NC Zip:27540- 5. Contact's information: Phone number:(919)557-2933 Fax number:( ) - Email address:Kendra.parrishna,hollyspringsnc.gov III. GENERAL REQUIREMENTS: 1. New Permit or Permit Renewal? ❑New ®Renewal 2. County System is located in: Wake County 3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system: Owner(s)&Name(s):Town of Holly Springs 4. WWTF Permit Number(s): NC0063096 5. What is the wastewater type? 95 %Domestic)or 5 %Industrial(See 15A NCAC 02T.0103(20)) y Is there a Pretreatment Program in effect? ®Yes or❑No 6. Wastewater flow:3.11 MGD(Current average flow of wastewater generated by collection system) 7. Combined permitted flow of all treatment plants:6 MGD 8. Explain how the wastewater flow was determined: ® 15A NCAC 02T.0114 or❑Representative Data 9. Population served by the collection system:49,600 IV. COLLECTION SYSTEM INFORMATION: 1. Line Lengths for Collection System: Sewer Line Description Length Gravity Sewer 223.9(miles) Force Main 34.6(miles) Vacuum Sewer 0.0(miles) Pressure Sewer 0.0(miles) APPLICATION CSA 04-16 Page 3 of 5 DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46 • 2. Pump Stations for Collection System: Pump Station Type Number Simplex Pump Stations(Serving Single Building) 2 Simplex Pump Stations(Serving Multiple Buildings) 0 Duplex Pump Stations 21 3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following information: > Pump Station Name > Physical Location ➢ Alarm Type(i.e.audible,visual,telemetry,SCADA) > Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service) > Reliability Source(permanent/portable generator,portable pumps) ➢ Capacity of Station(Pump Station Capacity in GPM) 4. Submit a list of all high priority lines according per 15A NCAC 02T .0402(2)known to exist in the collection system. Head the list with"Attachment A for Condition V(4)"and include the system name. > Use the same line identification regularly used by the applicant ➢ Indicate type of high priority line(i.e.aerial),material and general location V. COLLECTION SYSTEM ADMINISTRATION: 1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of the collection system. Executive Director of Utilities&Infrastructure provides staff for the management,operation,and maintenance of the collection system.Please see the Town's Organizational Chart attached to this application. 2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201 Main ORC Name: Darry Jones Certification Number:995341 Back-Up ORC Name: Tim Jones Certification Number:995297 See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit 3. Approximate annual budget for collection system only: $3,231,076.50*Collection System Operating Budget is a portion of the Utility Fund for the Utilities and Infrastructure Department.This is information is attached to this application. 4. Submit a copy of your current annual budget. 5. Approximate capital improvement budget for the collection system only: $550,000 6. Submit a copy of your current capital improvement plan. 7. Is this collection system currently a satellite system El Yes or®No 8. Do any satellite systems discharge to this collection system❑Yes or®No(If yes complete table below) Satellite System Contact Information(Name,Address,Phone Number) Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow) 9. List any agreements or ordinances currently in place to address flows from satellite systems: N/A APPLICATION CSA 04-16 Page 4 of 5 DocuSign Envelope ID:D84224B7-4408-4628-B885-8F009675BA46 • VI. COLLECTION SYSTEM COMPLIANCE: 1. Is a Response Action Plan currently in place®Yes or El No 2. If Yes,submit a copy of the Response Action Plan or see table 6 below. 3. Is a pump station contingency plan currently in place?®Yes or El No 4. If Yes,submit a copy of the pump station contingency plan or see table 6 below. 5. Is a comprehensive collection system map currently in place? ®Yes or El No 6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion 7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within the permit prior to issuance or the permit holder will be found in violation upon inspection. Current If no,Indicate a Typical Permit Condition Compliance Compliance Compliance? Date Schedule I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes El No 12—18 mo. I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo. I(6)—Three to five year current Capital Improvement Plan. ®Yes El No 12—18 mo. I(8)—Pump station contingency plan ®Yes ❑No 3 mo. I(9)—Pump station identification signs. ®Yes ❑No 3 mo. I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo. II(5)—Spare pumps for any station where one pump cannot handle peak flows alone(in a duplex station,the 2nd pump is El Yes El No 6—9 mo. the spare if pump reliability is met). II(7)—Accessible right-of-ways and easements. ®Yes ❑ No 6—12 mo. II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo. III(3)—Comprehensive collection system map ®Yes 0 No 10%per year For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the applicant to meet(attach clarification if needed): N/A VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b): I,Kendra D.Parrish,P.E.,CFM,Executive Director of Utilities&Infrastructure attest that this application for Town of Holly Springs (Signature Authority's Name&Title from Item I.4) (Facility name from Item I.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil wa l�ibes up to$25,000 per violation. Signature: Date: 3/13/2024 A3B6E125C87C4AE... APPLICATION CSA 04-16 Page 5 of 5 Town of Holly Springs IV.3 Pump Station List High Priority Sewer Lines Address Alarm Type Pump Reliability Reliability Source Design Flow Rate(GPM) Basin Code Yes-can convey peak with one pump Autumn Park 124 Otter Crest Way audible,visual,SCADA permanent generator 232 AP out of service Yes-can convey peak with one pump Avent Ferry 2516 Avent Ferry Rd audible,visual,SCADA permanent generator 1600 AF out of service Bass Lake 933 Bass Lake Rd audible,visual,SCADA Yes can convey peak with one pump out of service permanent generator 1200 BL Yes-can convey peak with one pump Bridgeberry III 100 Diamond Bluff Ln audible,visual,SCADA permanent generator 227 BR out of service 101 Carova Bend audible,visual,SCADA Yes can convey peak with one pump Carolina Springs permanent generator 1366 CS out of service Easton Acres 3402 GB Alford Hwyaudible,visual,SCADA Yes can convey peak with one pump portable generator 22 EA out of service Friendship4101 FriendshipRd audible,visual,SCADA Yes can convey peak with one pump permanent generator 1460 FR out of service Yes-can convey peak with one pump Honeycutt Farm 812 Ressler St audible,visual,SCADA permanent generator 949 HF out of service HS Basal Creek 725 Wildwood Farm Wayaudible,visual,SCADA Yes can convey peak with one pump out of service permanent generator 957 BC Ln audible,visual,SCADA Yes can convey peak with one pump HS Business Park 151 Roughleaf permanent generator 1740 BP out of service a North 110 Channel Cove Dr audible,visual,SCADA Yes can convey peak with one pump Lochridge permanent generator 130 LN out of service Yes-can convey peak with one pump Lochridge South 101 River Ledge Dr audible,visual,SCADA permanent generator 62 LS out of service Yes-can convey peak with one pump Middle Creek 220 Chieftian Dr audible,visual,SCADA permanent generator 750 MC 1 out of service Town of Holly Springs IV.3 Pump Station List High Priority Sewer Lines Address Alarm Type Pump Reliability Reliability Source Design Flow Rate(GPM) Basin Code Omni 417 North Main St audible,visual,SCADA Yes can convey peakwith one pump portable generator 110 OM out of service Regency 290 Dunton St. audible,visual,SCADA Yes can convey peakwith one pump g ypermanent generator 165 RE out of service a 5406 Turtle Head Cr audible,visual,SCADA Yes can convey peakwith one pump Sunset Lake Village portable generator 60 SLV out of service Sunset Ridge 115 SkyBrook Dr audible,visual,SCADA Yes can convey peak with one pump permanent generator 1300 SR out of service Yes-can convey peak with one pump Turner Drive 9025 Turner Dr audible,visual,SCADA permanent generator 80 TD out of service Twelve Oaks 699 Ancient Oaks Dr audible,visual,SCADA Yes can convey peak with one pump permanent generator 2875 TO out of service e 118 Devon Fields Cr audible,visual,SCADA Yes can convey peak with one pump Union Ridg e permanent generator 750 UR out of service Woods Creek(E-51 Elements 7393 Woods Creek Rd audible,visual,SCADA Yes can convey peak with one pump �� out of service permanent generator 430 WC Attachment A for Condition V(4) - Town of Holly Springs High Priority Sewer Lines ID ID/Address Type Material General Location Arbor Creek-8"from Arbor Glen Ct to Trellis 1 Arbor Creek High Priority DIP Point Outfall Adefield Lane-8" outfall to Firefly Rd 2 Arbor Creek High Priority PVC segment(crossed Arbor Creek Dr) Shopsgate Court-8" outfall to Middle Creek 3 Arbor Creek(Phase 1C) High Priority PVC outfall 4 Arbor Creek Drive High Priority PVC Arbor Creek-8" Force main from Avent Ferry Pump Station back to UCWRF- 12" FM from PS to Holly Glen/Texanna Way; 18"from Texanna to 5 Avent Ferry High Priority DIP UCWRF From Earp& Blalock Street to UCWRF- 20" FM and 12" FM from Earp to Blalock; 12"SS and 18"SS gravity sewer from Blalock to the 30"SS and to the UCWRF. (Earp Street 6 Ballenridge High Priority PVC Forcemain Project) 6" FM & 12" FM from Middle Creek PS to 7 Brackenridge High Priority PVC Sunset Lake Rd Gravity Sewer outfall from Holly Thorne Trace to Avent Ferry Pump Station (from the rear of 1016 Hollymont Dr.to the Avent Ferry 8 Braxton Village High Priority PVC PS) 9 Business Park High Priority DIP 16" FM from Business Park PS to UCWRF 8" SS gravity sewer parallel to Hwy 55 (N. 10 Cayman Avenue High Priority PVC Main St)-from Meineke to Carrol's Attachment A for Condition V(4) - Town of Holly Springs High Priority Sewer Lines ID ID/Address Type Material General Location 8" SS gravity sewer-End of Dogwood Street near 401 Bass Lake Rd and adjacent to 224 Crossfire Rd (Valleyfield Subdivision),outfall from Remmington Sub and discharges to 12" 11 Dogwood High Priority PVC outfall to Bass Lake PS McLain & Katha Street across By-Pass to Pump Station 12 Easton Acres High Priority DIP 8" SS and 4" FM 12" SS gravity sewer-from end of Estes Lane 13 Estes Lane High Priority PVC to Bass Lake PS Arbor Creek-8" outfall to where Adefield segment ties in.Then to Shopsgate Ct and to 14 Firefly Rd High Priority PVC Middle Creek Outfall 8" SS From Main Street PS(Omni PS)to West 15 Highway 55 High Priority PVC Holly Springs Rd Acorn Falls Cul-De-Sac&from Valley Oak 16 Holly Glen High Priority PVC Court to the rear of 1016 Hollymont Dr. from the rear of 1016 Hollymont Dr.to the 17 Holly Glen High Priority PVC Avent Ferry PS Country Lane Subdivision; near 117 & 120 18 Marmalade Court High Priority PVC Marmalade Ct. From Arbor Creek Subdivision to Sunset Ridge 19 Middle Creek High Priority PVC PS- 12" SS, 18" SS,21" SS and 24" SS 20 Oakhall High Priority PVC Linden Ridge & Bonhurst 8" SS Bonhurst Cul-De-Sac to Trellis Point 21 Oakhall High Priority PVC Outfall 22 Rocky Branch High Priority PVC Sunset Oaks Subdivision &Optimist Farm Rd 23 Sunset Ridge High Priority PVC Shadow Ridge to SSR PS 24 Sunset Ridge Forcemain High Priority From Sunset Ridge PS to Holly Springs Rd Attachment A for Condition V(4) - Town of Holly Springs High Priority Sewer Lines ID ID/Address Type Material General Location From Trellis Point Apartments across Hwy 55 25 Trellis Point High Priority PVC to Twelve Oaks PS 26 Trotters Bluff High Priority PVC Trotters Bluff Subdivision Harvest Wood Dr to 9900 and 9890 Holly 27 Woodcreek High Priority DIP Springs Rd to Sunset Ridge Outfall 28 209 Stone Barn Cir Aerial DIP Valley Field Subdivision 29 720 Morton Farm Rd Aerial DIP Valley Field Subdivision 30 224 Crossfire Rd Aerial DIP Valley Field Subdivision 31 4040 Lassiter Rd Aerial DIP Lassiter Rd 32 300 Harvest Wood Dr Aerial DIP Woodcreek 33 9212 Eisenhower Dr Aerial DIP Eisenhower Dr _ 34 209 Springleaf Ct Aerial PVC Holly Glenn Subdivision 35 108 Tuscany Way Aerial PVC Somerset Farms Subdivision 36 433 Indian Hill :Aerial DIP !Remington 37 Holly Springs High School 'Aerial DIP Ties into Cline Falls Dr. in Autumn Park. 38 Holly Springs Fire Station One Aerial PVC Flint Point Ln _ 39 4900 Sunset Lake Rd Aerial DIP Tuscany 40 605 Aintree Ave Aerial PVC Valencia Subdivision 41 100 Vinewood PI Aerial DIP Forest Springs .r.",',7:7.. 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LIM.rochrouMrt MO Turrr c/ Utility Fund } HOLLY e(>t SPRINGS Utilities & Infrastructure Department North Carolina Mission Statement The Utilities and Infrastructure Department is committed to infrastructure and utility asset management including long-term asset planning and proactive operation of utilities. Major Services Provided • Water reclamation facility operation and maintenance • Reclaimed water operation,maintenance,and program administration • Environmental Compliance Lab • Water and ,distribution, • Water and sewer utility engineering and planning Utilities& Infrastructure Department Budget Summary FY21 FY22 FY23 FY24 FY24 Actual Actual Amended Recommended Approved Salaries&Benefits — $2,946,072 $4,120,370 $4,534,505 $4,534,505 Capitol Outlay — $1,074,526 $601,000 $572,500 $572,500 EXPENSE TOTALS — $9,389,465 $10,206,550 $12,023,535 $12,023,535 'In the FY22 Budget,the Code Enforcement,Planning&Zoning,Engineering,and Water Quality Departments were reorganized into the Utilities&Infrastructure and Development Services Departments. Budget Increases • Bulk Water Purchase and Distribution($689,300) • Pump Station Chemicals and Maintenance($365,950) • Waste Water Treatment Plant Chemicals and Maintenance($205,300) • Utility Technician Positions(2)and Equipment($163,667) • Utility Engineering Professional Fees,Training,and Supplies($78,800) • Environmental Compliance Testing and Supplies($55,700) • Collections Systems Maintenance and Operations($50,000) 118 TOWN OF HOLLY SPRINGS,NORTH CAROLINA WWW.HOLLYSPRINGSNC.GOV irefTottn of , HOLLY Community Investment Plan (CIP) SPRINGS Na.h Utility Pay-As-You-Go (PAYGO) PROJECT TITLE Prior FYs FY24 FY25 FY26 FY27 FY28 Future FYs TOTALS UCWRF and Pump Station $500,000 $600,000 $1,100,000 SCADA Asset Management Plan $300,000 $500,000 $800,000 Risk 8,Resiliency Imple- $50,000 $200,000 $200,000 $200,000 $200,000 $150,000 S1,000,000 mentation Plan Utility System Repair and $353,000 $300,000 $200,000 $200,000 $200,000 $200,000 $200,000 $1,653,000 Operations _ TOTALS $1,203,000 $1,100,000 $900,000 $400,000 $400,000 $350,000 $200,000 $4,553,000 ANNUAL BUDGET FOR 2023-2024 FISCAL YEAR TOWN OF HOLLY SPRINGS,NORTH CAROLINA 177 • < -‘.N Gs a. 0 / 1Vo rtYL CP) RESPONSE ACTION PLAN Utilities and Infrastructure Department Kendra Parrish, PE, CFM 2/21/2024 0 • 2010 RESPONSE ACTION PLAN TABLE OF CONTENTS Contents Article I. General Information 3 Article II. Crew Definitions 4 Article III. Immediate Actions 5 Article IV. Spill at a Sewer Lift Station 6 Article V. Spill from a Gravity Sewer/Manhole/Force Main 7 Article VI. Spill on Pavement. 8 Article VII. Spill entering a creek or stream. 9 Article VIII. Spill entering a pond/lake. 10 2024 RESPONSE ACTION PLAN Article I. General Information 1) First and foremost,at no time shall any employee risk his or her personal safety or allow any person to be placed at risk. THERE IS NO SITUATION SO IMPORTANT,OR ANY TASK SO URGENT,THAT WE CANNOT TAKE THE TIME TO PERFORM OUR TASKS AS SAFELY AS POSSIBLE. 2) The first technician/employee to arrive on-scene becomes the Person-in-Charge until either: a) The spill has stopped and is cleaned up;or b) Directly relieved by a supervisor or Operator in Responsible Charge(ORC). 3) The Person-in-Charge will relay any pertinent information to personnel at the Utilities& Infrastructure facility,and will determine the following: a) Extent of spill b) Personnel and equipment requirements at the scene. 4) In all instances,a Town of Holly Springs (TOHS) spill Short Form will be filled out as soon as the spill scene has been secured. The ORC (or designated Backup ORC)will be responsible for reporting the spill to North Carolina Department of Environmental Quality(NCDEQ)/Division of Water Resources (DWR)per state regulations. 5) In the event the spill occurs after hours,supervisory personnel will determine the number of people required to report. These personnel will report to the Utilities& Infrastructure facility for further instructions and to collect any required equipment. 6) The following sections should be followed as necessary. For example,if the spill originates from a pump station and enters a storm drain,then both sections shall be covered. 3 2010 RESPONSE ACTION PLAN Article II. Crew Definitions (a) Supervisor 1) This group includes supervisory personnel. (b) Maintenance 1) This group performs pipe and valve maintenance and repair for both water and wastewater. (c) Collections 1) This crew performs maintenance on the Town's collections system piping,easements, and associated equipment. (d) Pump Stations 1) This group is responsible for the maintenance and upkeep of the Town's Sewer Lift Stations and associated Equipment. 4 • L. 2024 RESPONSE ACTION PLAN Article III. Immediate Actions STOP THE SPILL. This can be accomplished by one or a combination of the following: Starting one or both pumps within a pump station. Stopping Pump Station pumps in the event of a force main break. Setting up a pump-around to divert flow from the affected area to a nearby unaffected manhole or force main. Using portable equipment such as vac-trucks or a contractor to contain the spill. Use of a jet truck or high-pressure water source to clear any potential blockages. WARN OTHERS. Time is of the essence. The earlier the problem is reported, the sooner help can be dispatched to the area. IMMEDIATELY report the spill to Utilities&Infrastructure at(919) 577-3150. ISOLATE THE AREA. Recommended actions: Limit access to the area to essential personnel only. Residents and other non-essential personnel should be prohibited from entering the spill area for their own safety. MINIMIZE PERSONNEL EXPOSURE. Recommended Actions: Don the proper Personal Protective Equipment(PPE) to effectively minimize your own exposure to wastewater. This is to include: Gloves Safety Glasses Long Pants .* 2010 N'D�5 RESPONSE ACTION PLAN Article IV. Spill at a Sewer Lift Station (a) Pump Stations 1) Respond to the station ASAP. 2) Determine the cause of the pump failure/spill. 3) Restore as many pumps as possible to minimize the effects of the spill and to stop the spill ASAP. 4) Assist with auxiliary pumping equipment(pump-around,vacuum equipment) as necessary. 5) Assist Collections Crew with cleanup efforts. (b) Collections 1) On receivinga report of a spill,monitor the situation closelyand respond to the scene if P P P requested by the Person-in-Charge or supervisory personnel. 2) Report to the Utilities&Infrastructure facility. 3) Retrieve any cleanup equipment(vacuum equipment,standby pumps,lime) requested by the Person-in-Charge. 4) Respond to station and set up emergency pum -around equipment as necessary. 5) Assist Pump Stations Crew with any repairs necessary. 6) Assist with spill cleanup. (c) Supervisor/ORC 1) Respond to scene and relieve the Person-in-Charge,if necessary. 2) Coordinate with Business Asset Management(BAM)group and Communications Department for any inquiries from the Public and other Departments. 3) Determine the required spill response(equipment,personnel necessary). 4) IMMEDIATELY begin filling out the Short Form Spill response, documenting the location, time,and extent of the spill. 5) Report to NCDEQ/DWR as required by State regulations. 6 2024 RESPONSE ACTION PLAN Article V. Spill from a Gravity Sewer/Manhole/Force Main (a) Pump Stations 1) Monitor the situation closely and respond to the scene if requested by the Person-in- Charge or supervisory personnel. 2) Communicate with the Person-in-Charge to coordinate pump operations and assist with the setting up of a pump-around,if necessary. (b) Collections 1) Report to Utilities&Infrastructure facility to retrieve any necessary equipment or supplies. 2) Respond to spill site to begin cleanup. (c) Supervisor/ORC 1) Respond to scene and relieve the Person-in-Charge,if necessary. 2) Coordinate with Business Asset Management(BAM)group and Communications Department for any inquiries from the Public and other Departments. 3) Determine the required spill response (equipment,personnel necessary). 4) IMMEDIATELY begin filling out the Short Form Spill response,documenting the location, time,and extent of the spill. 5) Report to NCDEQ/DWR as required by State regulations. ----------- 7 r1 i 2010 RESPONSE ACTION PLAN Article VI. Spill on Pavement. 1) Contact Utilities&Infrastructure (919-577-3150) to report the spill. 2) Don appropriate PPE,including vinyl/latex/rubber gloves. 3) Set up containment using soil or other suitable material at or near the storm drainage system; do not let the spill enter the storm drainage system. If spill enters storm drainage system,refer to creek procedure. 4) Put up warning tape around the affected Sanitary Sewer Overflow(SSO) area and,if required,close the road to traffic. Contact the Business Asset Management group at Utilities&Infrastructure and the Street Manager at Public Works for road closure and traffic control support if a large volume of traffic is encountered. The warning tape should be left in place for at least 24 hours after the spill has been cleaned up. 5) Spread sand and lime (or equivalent material) on spillage to a depth sufficient to absorb the spillage. Sand should be applied first,then lime. Allow lime (calcium hydroxide) to absorb moisture and kill bacteria for a minimum of one hour. If moisture or grease is still present,repeat the procedure. After the overflow material has dried,sweep or vacuum the solid waste and place into a disposable container. 6) After removing contaminated material,wash down area with high water pressure. Collect and transport dried solids (lime,sand,paper,etc.) for proper disposal. 8 2024 RESPONSE ACTION PLAN Article VII. Spill entering a creek or stream. 1) Report the spill to Business Asset Management group in Utilities&Infrastructure at (919-577-3150). 2) Don appropriate PPE,including vinyl/latex/rubber gloves. 3) Prepare a dam downstream,ahead of spill,to prevent spilled sewage from moving further downstream. Construct the dam near a manhole or at a location accessible to a jet/vacuum truck or other pumping equipment to facilitate removal of sewage. Build the dam of materials capable of handling creek and hydrant water without dam failure. 4) Station two pumps (one for backup) capable of handling creek flow at the constructed dam. Have extra materials at the site at all times so the dam can be rebuilt if a breech occurs. Man the pump site with two workers at all times during pumping operations. Pump effluent from the dam into functioning sanitary sewer collection manhole or into vacuum truck. 5) Collect samples for analysis under the guidance of NCDEQ/DWR until receipt of a determination that monitoring is no longer required. 6) Set up warning tape from the SSO site to the pump site on both sides of the creek. 7) Flush stream with water from a sufficient number of hydrants to remove waste product from the creek. 8) If riprap is in the creek,wash down with high water pressure until there is no waste residue on or within the riprap structure. 9) If sludge is in the creek,broom creek bottom and sides until there is no waste residue remaining. 10) Refer to Lake procedure,below in Article VIII,if the creek flows into a body of water. ____ 9 2010 RESPONSE ACTION PLAN Article VIII. Spill entering a pond/lake. Section 8.01 Procedure 1) Report the spill to Business Asset Management group in Utilities&Infrastructure at (919-577-3150). 2) Don appropriate PPE,including vinyl/latex/rubber gloves. 3) Put up warning tape on the shoreline at the contaminated area. 4) Post written warning attached to stakes at intervals of 200 feet on the shoreline. 5) Collect fecal samples 2.0 feet off the bottom of the water body for analysis. Measure dissolved oxygen (DO) concentrations at 1.0 foot under the surface of the water body under the guidance of the NCDEQ/DWR until receipt of a determination that monitoring is no longer required. Take equal sampling amounts around the circumference of the water body. 6) Post update advertising that the water body has returned to a pre-spill condition. Remove barriers and signs previously installed. • 2024 RESPONSE ACTION PLAN Section 8.02 Sample warnings. (a) Example Warning to post if spill enters lake or pond. "Warning"to Residents of NAME OF WATER BODY Sanitary Sewer Spill A Sewage Spill has occurred upstream from your residence and some quantity of sewage has entered "NAME OF WATER BODY." Town of Holly Springs representatives have eliminated the source of the spillage and are monitoring water quality in the lake. As a precautionary measure, residents of"NAME OF WATER BODY"and their guests are urged to avoid contact with the water of the lake until further notice. Pets should be kept away from the water as well. The Town of Holly Springs is making every effort possible to restore the quality of the water in the lake quickly. We will notify you when our tests indicate that the water quality is normal. Please call 311 or (919)577-3111 weekdays from 8:00 a.m. until 5:00 p.m.for further information. (b) Example Warning-Update "Notice"to Residents of NAME OF WATER BODY Sanitary Sewer Spill Update A sewage spill occurred upstream from your residence on "DATE OF SPILL"and some quantity of sewage entered "NAME OF WATER BODY." The Town of Holly Springs eliminated the source of the spillage, performed site cleanup, and monitored water quality in the lake daily. Testing is complete, and the Town is pleased to report that the quality of water in "NAME OF WATER BODY"has returned to its pre-spill condition. Please call 311 or(919) 577-3111 weekdays from 8:00 a.m. until 5:00 p.m.for further information. G s co O. • �� North PUMP STATION CONTINGENCY PLAN Utilities & Infrastructure Department Kendra D. Parrish, PE, CFM 2/12/2024 PUMP STATION CONTINGENCY PLAN TABLE OF CONTENTS ARTICLE I. GENERAL INFORMATION 4 SECTION 1.01 ALARM INDICATIONS. 4 ARTICLE II. POWER LOSS 4 SECTION 2.01 STATIONS WITH AN EMERGENCY GENERATOR ON-SITE. 5 SECTION 2.02 STATIONS WITHOUT AN EMERGENCY GENERATOR ON-SITE 5 SECTION 2.03 ACTIONS ONCE POWER HAS BEEN RESTORED 7 ARTICLE III. HIGH WETWELL ALARM. 8 SECTION 3.01 IMMEDIATE ACTIONS 8 ARTICLE IV. SPILL. 9 SECTION 4.01 IMMEDIATE ACTIONS 9 ARTICLE V. SINGLE PUMP FAILURE. 10 SECTION 5.01 IMMEDIATE ACTIONS 10 ARTICLE VI. DUAL PUMP FAILURE. 10 ARTICLE VII. FIRE. 10 ARTICLE VIII. FLOODING. 11 SECTION 8.01 IMMEDIATE ACTIONS 11 ARTICLE IX. PUMP-AROUND PROCEDURE 12 SECTION 9.01 CONNECTION PROCEDURES 13 ARTICLE X. GENERATOR CONNECT PROCEDURE. 14 ARTICLE XI. GENERATOR DISCONNECT PROCEDURE. 14 ARTICLE XII. EMERGENCY CONTACT NUMBERS 15 SECTION 12.01 UTILITIES&INFRASTRUCTURE 15 ARTICLE XIII. ADDITIONAL INFORMATION 16 ARTICLE I. DEFINITIONS. 19 ARTICLE II. ACTIONS. 21 SECTION 2.01 EVERY SIX(6)MONTHS(JUNE,OCTOBER) 21 SECTION 2.02 72 HOURS PRIOR TO STORM 21 SECTION 2.03 48 HOURS PRIOR TO STORM 21 ,. PUMP STATION CONTINGENCY PLAN SECTION 2.04 24 HOURS PRIOR TO STORM 21 SECTION 2.05 DURING THE STORM 22 SECTION 2.06 AFTER THE STORM HAS PASSED 22 PUMP STATION CONTINGENCY PLAN111111 ARTICLE I. GENERAL INFORMATION SECTION 1.01 ALARM INDICATIONS. (a) Local indications. (i) Visual Indications. 1) Lighting—Each station is equipped with an alarm light indicating various issues such as High Wetwell,Seal Failure,and Pump Failure. The location and position of each light varies with each station,but in all cases,there are red lights INSIDE the pump control panel at each station as well as lights on the OUTSIDE of the pump control panel. (ii) Audible Indications. 1) Each station is equipped with an audible alarm horn to indicate a problem. These horns may be silenced while on site via either a switch or by removing the alarm float from the wetwell. (b) Remote Indications. (i) SCADA 1) Website: a) The SCADA website provides basic information on each station—items such as wetwell level, pumps running,and alarms for selected stations. 2) Phone a) The automated system will call the on-call pump station phone number. (ii) Omni-Site 1) Website: a) This website gives basic information and alarms on selected stations,as well as the house stations located throughout town. 2) Phone: a) The automated system will call the on-call pump station phone number. ARTICLE II. POWER LOSS. PUMP STATION CONTINGENCY PLAN SECTION 2.01 STATIONS WITH AN EMERGENCY GENERATOR ON-SITE. (a) Contact your immediate supervisor to report the problem. (b) Verify the generator is operating properly. (I) Indications: 1) Engine noise 2) Visual check: In the case of Sunset Ridge Pump Station,you may not hear the generator running due to the housing. In this case,check the exhaust stack. (c) Determine the actual wetwell level. (i) Indications: 1) Look inside the wetwell. In a wetwell with normal level,you will be able to either hear or see the water falling into the vault. (d) Verify the Automatic Transfer Switch (ATS) has transferred properly. (i) Indications: 1) On the front of the panel,there are lights indicating the current condition of the ATS. These lights will show both the availability of normal and emergency power,as well as which source is connected. For example, in an emergency situation the"available" and "connected"lights for emergency power will be lit. (e) Verify the pumps are operating normally. (i) Procedure 1) Place each pump,one at a time, in"manual." 2) Observe the pump operating. Check for proper wetwell level drop by observing the SCADA screen or by looking directly in the wetwell. 3) Place each pump back in "Auto." (f) IF THE STATION DOES NOT FUNCTION AFTER FOLLOWING THE ABOVE ACTIONS, CONTACT YOUR SUPERVISOR IMMEDIATELY. SECTION 2.02 STATIONS WITHOUT AN EMERGENCY GENERATOR ON-SITE. (a) Contact your immediate supervisor to report the problem. PUMP STATION CONTINGENCY PLAN (b) Determine the ACTUAL wetwell level. (c) Connect a portable emergency generator to the station. (i) See Article X and Article XI for procedures to connect an emergency generator to the affected station. (d) Verify the pumps are operating normally. (i) Indications—Main Street Pump Stations: 1) At this station,the pumps are located on the surface. Take each pump,one at a time,to "Hand." Proper flow will be indicated by the check valve arm located on the pump discharge lifting. (ii) Indications—Easton Acres, Sunset Lake Village Pump Stations: 1) These stations are best observed by watching wetwell level. There is no obvious indication from the check valves or an indicated level at the station. (e) In the event that more than one station is affected, the following should be observed: (i) For Main Street (Omni): 1) Since the station's pumps are on the surface,it is possible to pump the station so low as to lose suction. These stations should only be pumped down to just below the"OFF"float(the lowest float in the wetwell.) (ii) For Easton Acres and Sunset Lake Village: 1) These stations have submersible pumps. The wetwell level should be pumped down as low as possible; however,at no time should the pumps be allowed to run dry for any length of time. (iii) Disconnect the generator for use on another station. 1) Refer to Article XI,"Generator DISCONNECT procedure,"for proper safe methods. 6 PUMP STATION CONTINGENCY PLAN SECTION 2.03 ACTIONS ONCE POWER HAS BEEN RESTORED (a) For stations with generators: (i) Verify the generator has shut down properly. 1) During normal operations,the ATS will automatically return to normal once power has been restored,and the generator will shut down. The ATS will again display lights on the front of the panel indicating normal power is available and connected. (ii) Ensure the pumps are operating normally. 1) There have been instances where Progress Energy will cause the pumps to run backward. Test the pumps in hand to ensure proper rotation and wetwell level drop. IF THE STATION DOES NOT RETURN TO NORMAL, IMMEDIATELY CONTACT YOUR SUPERVISOR. (b) For stations WITHOUT a generator on-site: (i) Verify power has been restored. 1) This can be accomplished by looking for power indications on the Progress Energy meter. If the meter is blank,power has not yet been restored. (ii) Verify pumps are operating normally. 1) There have been instances where Progress Energy will cause the pumps to run backward. Test the pumps in hand to ensure proper rotation and wetwell level drop. (iii) Disconnect generator. 1) Refer to Article XI,"Generator DISCONNECT procedure,"for proper safe methods. IF THE STATION DOES NOT RETURN TO NORMAL, IMMEDIATELY CONTACT YOUR SUPERVISOR. '•t fir" PUMP STATION CONTINGENCY PLAN �" tr 1, ARTICLE III. HIGH WETWELL ALARM. SECTION 3.01 IMMEDIATE ACTIONS (a) Contact your supervisor immediately. (b) Determine the actual level of the wetwell. (I) If the wetwell level has reached the point of overflowing from the station,follow the actions listed in Article IV, "Spill," in conjunction with this procedure. (c) Determine the cause of the high wetwell alarm. (i) Determine if the pumps are operating properly. In the event the pump will not operate, or does not effectively lower wetwell level, the pump is considered to have FAILED. 1) In the event the alarm is caused by a loss of commercial power,follow the actions listed above in Article II,"Power Loss." 2) For a single pump failure,follow the actions listed in Article V,"Single Pump Failure." 3) For a dual pump failure,follow the actions listed in Article VI,"Dual Pump Failure." PUMP STATION CONTINGENCY PLAN ARTICLE IV. SPILL. SECTION 4.01 IMMEDIATE ACTIONS (a) STOP THE SPILL. (I) This can be accomplished by one or a combination of the following: 1) Starting one or both pumps within a pump station. 2) Stopping Pump Station pumps in the event of a force main break. 3) Setting up a pump-around to divert flow from the affected area to a nearby unaffected manhole of force main. 4) Using portable equipment such as vac-trucks or a contractor to contain the spill. 5) Use of a jet truck or high-pressure water source to clear any potential blockages. (b) WARN OTHERS. (i) Time is of the essence. The earlier the problem is reported,the sooner help can be dispatched to the area. 1) IMMEDIATELY report the spill to your supervisor. (c) ISOLATE THE AREA. (I) Recommended actions: 1) Limit access to the area to essential personnel only. Residents and other non-essential personnel should be prohibited from entering the spill area for their own safety. (d) MINIMIZE PERSONNEL EXPOSURE. (i) Recommended Actions: 1) Don the proper Personal Protective Equipment(PPE)to effectively minimize your own exposure to wastewater. This is to include: a) Gloves b) Safety Glasses c) Long Pants 9 E , i: PUMP STATION CONTINGENCY PLAN k, .. ARTICLE V. SINGLE PUMP FAILURE. SECTION 5.01 IMMEDIATE ACTIONS (a) Inform your supervisor immediately. (b) Determine if the second pump is operating properly. (i) Using proper procedures, determine if either pump is functioning properly. Check for abnormal noises and watch for proper level drop inside the wetwell. (ii) If the pump does not operate properly, place the "Hand-Off-Auto" Switch in "OFF" and immediately inform your supervisor. (iii) In the event the second pump has also failed,follow the instructions in Article VI, "Dual Pump Failure." ARTICLE VI. DUAL PUMP FAILURE. In the unlikely event that both pumps have failed,time is of the essence. IMMEDIATELY inform your supervisor so that proper emergency arrangements can be made,such as a pump-around or a standby generator. ARTICLE VII. FIRE. (a) Immediately call 911. (b) Inform your supervisor. (c) Minimize the risk to yourself and others by limiting access to the station to emergency personnel only. z0 • PUMP STATION CONTINGENCY PLAN ARTICLE VIII. FLOODING. While flooding of a station is rare,the need to place pump stations in low-lying areas creates the possibility of flooding. Perform the following actions: SECTION 8.01 IMMEDIATE ACTIONS (a) Immediately inform your supervisor. (b) Determine the status of the pumps. At no point should the operator place him-or herself in jeopardy while checking the station. Pump checks in this case involve verifying the pumps are running by remote indication. (c) Monitor the station closely. The station should be continuously monitored via remote indications until the waters have receded. 11 PUMP STATION CONTINGENCY PLAN ARTICLE IX. PUMP-AROUND PROCEDURE. The following procedures are to be used in the event of a complete pump station failure. A pump around should be used in conjunction with other methods such as trucks and contracted equipment. (Note: This procedure assumes that a 6" Male Cam-Lok fitting has been installed on the station pump- around. Special procedures will be used in the event of a pump—around at Sunset Lake Village.) IN ALL CASES,THE PUMP SHOULD BE PLACED AS CLOSE AS POSSIBLE TO THE AFFECTED WETWELL TO MINIMIZE HEAD LOSS. lar. PUMP STATION CONTINGENCY PLAN SECTION 9.01 CONNECTION PROCEDURES. (a) ALL STATIONS (EXCEPT SUNSET LAKE VILLAGE) (i) Ensure the pump-around piping is isolated from the Force Main. 1) This is accomplished via an isolation valve. The location of this valve varies from station to station. (ii) Connect the pump discharge to the pump-around piping. 1) The pump-around piping will be fitted with a 6"male cam-lok fitting for ease of connection. (iii) Place the suction end of the pump piping directly in the wetwell. 1) Place the suction piping as low as possible in the wetwell to allow for the maximum detention time possible. (iv) Open the pump-around piping isolation. 1) NOTE: It is important to open this valve BEFORE energizing the pump to minimize the amount of time the pump is running at shutoff head. (v) Start the pump and observe proper level drop inside the wetwell. (b) SUNSET LAKE VILLAGE (i) Ensure the pump-around connection is isolated from the Force Main. 1) The isolation valve is a 2"gate valve located INSIDE the wetwell in-line with the pump- around connection. (ii) Connect pump discharge hose to pump-around piping. 1) In this instance,connect the 12V submersible pump located on the service truck to the pump-around. A 2 x 1%:"adapter is also located on the service truck for this purpose. (iii) Lower pump into wetwell. 1) A rope attached to the pump serves this purpose. Lower the pump as low as feasible in the wetwell,then secure the rope. (iv) Open pump-around isolation and energize pump. 1) The pump is powered from the truck battery. Connect the positive and negative leads to the battery terminals,then turn the pump on via the in-line switch on the pump power cord. PUMP STATION CONTINGENCY PLAN ARTICLE X. GENERATOR CONNECT PROCEDURE. Note: This article will be complete once improvements have been made to the stations without an emergency standby generator on-site. CONTACT YOUR IMMEDIATE SUPERVISOR OR THE COLLECTIONS SYSTEM ORC FOR FURTHER INSTRUCTIONS. ARTICLE XI. GENERATOR DISCONNECT PROCEDURE. Note: This article will be complete once improvements have been made to the stations without an emergency standby generator on-site. CONTACT YOUR IMMEDIATE SUPERVISOR OR THE COLLECTIONS SYSTEM ORC FOR FURTHER INSTRUCTIONS. PUMP STATION CONTINGENCY PLAN ARTICLE XII. EMERGENCY CONTACT NUMBERS SECTION 12.01 UTILITIES & INFRASTRUCTURE (a) On — Call Technician (Pump Stations) 1) Cell: (919)524-0367 (b) On-Call Technician (Water Resources) 1) Cell: (919)795-0331 (c) Deputy Director (Utilities & Infrastructure) —Seann Byrd 1) Office: (919)577-3151 2) Cell: (919)302-7391 (d) Utilities Manager (Pump Stations) —Terry Foster 1) Office: (919)567-4738 2) Cell: (919)796-7201 (e) Pump Stations Supervisor— David Parker 1) Cell: (919)760-7217 (f) Collections Operator In Responsible Charge (ORC) — Darry Jones 1) Cell: (919)608-2850 (g) Operator in Responsible Charge (ORC) (Utley Creek Water Reclamation Facility (UCWRF))—Casey Denton 1) Cell: (919)501-3034 0,,;„ PUMP STATION CONTINGENCY PLAN ARTICLE XIII. ADDITIONAL INFORMATION. Most major Pump Stations have a spare pump located in the Pump Maintenance Building at the Utley Creek Water Reclamation Facility(WRF). Other spare parts regularly kept on hand include, but are not limited to,the following: • Float switches • Fuses • Electrical relays and contacts In addition,the Town has access to multiple industrial vendors both locally and nationally to acquire any parts not normally kept in stock. The Utilities Manager has access to a complete list of contacts for ordering required parts and spares. In the event of a serious emergency involving mechanical or electrical failure,the Town has access to pumping equipment rental companies as well as electrical and generator repair services. The Utilities Manager has contact information for these contractors. Sewer cleaning equipment is available via the Utilities& Infrastructure Department. This equipment includes, but is not limited to,the following: • Jetting and Rodding equipment • Trailer-mounted Vac equipment • Combination Truck • Camera Equipment In addition,the Town also has access to local hauling contractors on an as-needed basis. The Utilities Manager has this contact information. Small construction projects and repairs will be handled by Town employees. In the event a construction project exceeds the capability of the Town,a determination will be made by the Executive Director of Utilities& Infrastructure as to the correct course of action. Consulting engineers may also be utilized for further advice and troubleshooting. Any emergency funds required for repairs or maintenance will be obtained by consulting with the Executive Director of Utilities& Infrastructure and the Town Council as necessary. In the event of a Sanitary Sewer Overflow (SSO),the cause of the overflow will be corrected,and the site cleaned up as quickly as possible. The Town maintains an inventory of pulverized lime at the Public Works Facility to aid in cleanup. In addition, local retailers may also be contacted for additional supplies. 16 PUMP STATION CONTINGENCY PLAN Once the spill debris has been removed,the area will be treated with pulverized lime to minimize odors, bacteria growth,and vector attraction. To prevent future incidents,a Holly Springs Spill/Incident Report must be filed for review. If the spill has resulted in more than 1000 gallons spilled or if any amount has reached a surface body of water,the NCDEQ/DWR office in Raleigh (919-791-4200) MUST be notified within 24 hours. Overflows and spills occurring outside normal business hours may also be reported to the NCDEQ Division of Emergency Management at telephone number(800)858-0368. Form SSO-5 (5-day report) must also be filed within 5 days. For public notification procedures, please follow NCDEQ guidelines. 411) • PUMP STATION CONTINGENCY PLAN Ar TOWN OF HOLLY SPRINGS UTILITIES & INFRASTRUCTURE PUMP STATIONS INCLEMENT WEATHER CONTINGENCY PLAN PUMP STATION CONTINGENCY PLAN NOTE: IN THE IMPLEMENTATION OF THIS PLAN,AT NO TIME SHALL ANY EMPLOYEE PLACE HIM- OR HERSELF IN HARMS WAY. PERSONNEL SAFETY IS PARAMOUNT. This inclement weather plan is designed to place the system in as reliable a condition as possible prior to an inclement weather hazard such as a hurricane or blizzard. It is broken down into various timeframes. ARTICLE I. DEFINITIONS. NOTE:THE FOLLOWING DEFINITIONS CAN BE LOCATED ON www.nhc.noaa.gov Gale Warning: A warning of 1-minute sustained surface winds in the range 34 kt(39 mph or 63 km/hr)to 47 kt(54 mph or 87 km/hr) inclusive,either predicted or occurring and not directly associated with tropical cyclones High Wind Warning: A high wind warning is defined as 1-minute average surface winds of 35 kt(40 mph or 64 km/hr)or greater lasting for 1 hour or longer,or winds gusting to 50 kt(58 mph or 93 km/hr)or greater regardless of duration that are either expected or observed over land. Hurricane/Typhoon: A tropical cyclone in which the maximum sustained surface wind(using the U.S.1-minute average)is 64 kt(74 mph or 119 km/hr)or more.The term hurricane is used for Northern Hemisphere tropical cyclones east of the International Dateline to the Greenwich Meridian.The term typhoon is used for Pacific tropical cyclones north of the Equator west of the International Dateline. Hurricane Warning: An announcement that hurricane conditions(sustained winds of 74 mph or higher)are expected somewhere within the specified coastal area.Because hurricane preparedness activities become difficult once winds reach tropical storm force,the hurricane warning is issued 36 hours in advance of the anticipated onset of tropical-storm-force winds. Hurricane Watch: An announcement that hurricane conditions(sustained winds of 74 mph or higher)are possible within the specified coastal area.Because hurricane preparedness activities become difficult once winds reach tropical storm force,the hurricane watch is issued 48 hours in advance of the anticipated onset of tropical-storm-force winds. Inland Tropical Storm Watch Issued for inland areas when sustained winds of 39 to 73 mph(62 to 117 km/h)associated with a tropical storm are anticipated beyond the coastal areas though the actual occurrence,timing and location are still uncertain. 19 I _ � • PUMP STATION CONTINGENCY PLAN Inland Tropical Storm Warning Issued for inland counties when tropical storm conditions are anticipated beyond the coastal areas in the next six to twelve hours. Inland Hurricane Watch Issued for inland counties that sustained winds of 74 mph(118 km/h)or greater associated with a hurricane are anticipated beyond the coastal areas though the actual occurrence,timing and location are still uncertain. Inland Hurricane Warning Issued for inland counties that sustained hurricane force winds are anticipated beyond the coastal areas in the next six to twelve hours. Tropical Depression: A tropical cyclone in which the maximum sustained surface wind speed(using the U.S.1-minute average)is 33 kt(38 mph or 62 km/hr)or less. Tropical Storm: A tropical cyclone in which the maximum sustained surface wind speed(using the U.S.1-minute average)ranges from 34 kt(39 mph or 63 km/hr)to 63 kt(73 mph or 118 km/hr). Tropical Storm Warning: An announcement that tropical storm conditions(sustained winds of 39 to 73 mph)are expected somewhere within the specified coastal area within 36 hours. Tropical Storm Watch: An announcement that tropical storm conditions(sustained winds of 39 to 73 mph)are possible within the specified coastal area within 48 hours. 20 PUMP STATION CONTINGENCY PLAN ARTICLE II. ACTIONS. SECTION 2.01 EVERY SIX (6) MONTHS (JUNE, OCTOBER) • Review this action plan, making changes as necessary. • Ensure ALL emergency standby generators are fully fueled. Make arrangements with fuel contractor to complete. • Perform a test of all Automatic Transfer Switches (ATS)to ensure proper operation. SECTION 2.02 72 HOURS PRIOR TO STORM NOTE:AT THIS POINT IN THE TIMEFRAME,IT WILL BE VERY UNLIKELY THAT THE STORM WILL HAVE A SOLID PREDICTED PATH. PERFORM THE FOLLOWING: • Continue to monitor weather resources such as www.nhc.noaa.gov or www.wral.com for further updates. • Test ALL emergency generators for proper operation manually. This does NOT involve testing the ATS. Ensure the generators operate properly and provide adequate electricity. • Test all PORTABLE generators for adequate operation. • Ensure connections are available for portable emergency generators. SECTION 2.03 48 HOURS PRIOR TO STORM • Continue to monitor the storm closely. • Place emergency standby generator at pump stations that do not have permanent on-site, back- up generators. (This will prevent the need to deliver the generator in adverse conditions) • Check ALL stations for any loose debris or potential hazards during adverse winds. • Ensure any vehicles required for storm response have been topped off with fuel. SECTION 2.04 24 HOURS PRIOR TO STORM NOTE:AT THIS POINT,THE STORM'S PATH SHOULD BE FAIRLY WELL DEFINED AND WATCHES AND WARNINGS SHOULD BE POSTED. ALL PREPAREDNESS ACTIONS SHOULD BE RAPIDLY NEARING COMPLETION. • Monitor local channels for up-to-date storm data. • Test ALL station pumps in "hand" for proper operation. Ensure all pumps are left in "AUTO." • Ensure on-call phone and pager have an adequate charge. • FOR EACH STATION THAT HAS AN OVERHEAD CRANE, PERFORM THE FOLLOWING: (NOTE:THIS WILL ALLOW THE HOIST TO"WINDMILL"-IT WILL SWING FREELY IN THE WIND. ENSURE THE AREA IS CLEAR AND THE HOIST CAN SWING FREELY PRIOR TO THIS PROCEDURE.) Ikk ' • PUMP STATION CONTINGENCY PLAN o Unhook any lanyard or attachment from the hoist to an anchor point. o Move the hoist as close to the pedestal as possible. SECTION 2.05 DURING THE STORM (a) DO: 1) Continue to monitor local channels for additional information. Additional flood watches/warnings may be issued for the area. 2) Ensure that your own personal safety remains the most important item. 3) Monitor the system via remote telemetry. 4) Follow the recommendations and orders of any Public Safety Officer. (b) DO NOT: 1) Attempt to repair ANY equipment during the storm. Only emergency repairs shall be attempted,and ONLY when the"ALL CLEAR"has been determined. 2) Enter any standing water. SECTION 2.06 AFTER THE STORM HAS PASSED 1) Perform a full check of ALL stations. 2) Check for any storm damage and report it to your supervisor or the ORC. 3) Secure all hoists properly. 4 Apex • Eiji __ NGs A - :::,::,,,,,. • ' f31,.'.. Z, oecx ,. ...11:131 - 55 • .1 J .. 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