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HomeMy WebLinkAboutWQCS00300_Renewal Application_20180305Mll� P. O Box 134 Winton, North Carolina 27986 Telephone. (252) 358-3041 Fax. (252) 358-3273 Email townofwinton gmail com NCDEQ-DWR Water Quality Permitting Section PERCS UNIT Attn: PERCS Unit Supervisor 1617 Mail Service Center Raleigh, NC 26799-1617 Dear PERCS Unit: RECEIVED/DENR/DWR MAR 0 5 2018 Water Resources Permitting Section Subject: Collection System Permit Renewal Town of Winton Winton Collection System WQCS00300 Hertford County The Town of Winton holds permit #WQCS00300 for the operation and maintenance of the sewer collection system. The permit expiration date is April 1, 2018. The Town is submitting a permit renewal application package. The renewal package includes one original and one copy of: - Cover letter - Completed Application Form CSA 04-16 - Delegation Letter - Putup, station list - High priority lines list - Annual Budget for Collection System (current fiscal year) - Capital Improvement Plan - Response action plan - Contingency Plan - Sewer collection map. Comments related to the permit application include • The following corrections need to be made to the WQ-CS Contacts and ORC Report per the NC DWR PERC website: o Tiffany M. Lewis is currently shown as the Mayor. Please update the files to show that Evans Death is the Mayor o Calvin S. Hall is shown as the billing contact. Please revise this to show Amanda Henderson as the correct contact person for billing. • The collection system description should be revised to show that there are two simplex pump stations serving single buildings and four simplex pump stations serving multiple buildings. If you any questions, please call me at 252/358-7110. Sincerely, Carl Pierce, Public Works Director Town of Winton State of North Carolina Department of Environmental Quality Division of Water Resources PWR - - 15A NCAC 02T.0400 — SYSTEM -WIDE WASTERWATER COLLECTION SYSTEMS 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 5vstem Permitting website General — When submitting an application to the Pretreatment, Emergency Response, & Collection Systems (PERCS) 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. 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 I.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 1.3 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 maybe 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 Director's are not authorized to sign this permit application according to the rule unless they are delegated. INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Pagel of 5 E. Summary of Attachments Required: ® Instruction A: Cover Letter ® Instruction C: Application ❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary) ® Instruction D: Delegation Letter (If necessary for signing official) ® Section IV.3 Pump Station List ® Section IVA High Priority Lines List ® Section VA Annual Budget for Collection System (Updated and Approved) ® Section V.6 Capital Improvement Plan (Updated and Approved) ® Section VI.2 Response Action Plan ® Section VIA Contingency Plan ® Section VI.6 Comprehensive Collection System Map 9 Section VH 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 PERCS UNIT By U.S. Postal Service: Attn: PERCS Unit Supervisor 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 807-6300 By Courier/Special Delivery: 512 N. SALISBURY ST. Suite 925 RALEIGH, NORTH CAROLINA 27604 INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 5 I. APPLICANT INFORMATION: 1. Applicants name (Municipality, Public Utility, etc): Town of Winton 2. Facility Information: Name: Winton Collection S sy tem Collection SystemPernut No.: WQCS00300 3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility ❑ County ❑ Other 4. Signature authority's name: Carl Pierce per 15A NCAC 02T 0106(b) Title: Public Works Director 5 Applicant's mailing address: PO Box 134 City: Winton State: NC Zip: 27986- 6. Applicant's contact information: Phone number: (252) 358-7110 Fax number. 252 358-3273 Email address: towshop(a)hotmail.com II. CONTACT/CONSULTANT INFORMATION: 1. Contact Name: Carl Pierce 2. Title/Affiliation: Winton Public Works Director 3. Contact's marling address: PO Box 134 4 City: Winton State: NC Zip: 27986- 5. Contact's information: Phone number: Q52J 358-7110 Fax number 252) 358-3273 Email address: towshop(a)hotmail.com M. GENERAL REQUIREMENTS: 1. New Permit or Premit Renewal? ❑ New ® Renewal 2. County System is located in: Hertford County 3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system: Owner(s) & Name(s): Town of Winton — Town of Winton WWTP 4 WWTF Permit Number(s): M0001602 5. What is the wastewater type? 98 % Domestic oIr 2 % Industrial (See 15A NCAC 02T 0103(20)) Li Is there a Pretreatment Program in effect? ® Yes or ❑ No 6. Wastewater flow: 0.250 MGD (Current average flow of wastewater generated by collection system) 7. Combined permitted flow of all treatment plants: 0.585 MGD 8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T 0114 or ® Representative Data 9. Population served by the collection system: 739 IV. COLLECTION SYSTEM INFORMATION: 1. Line Lengths for Collection System: Sewer Line Description LenWh Gravity Sewer 13 miles Force Main 6 miles Vacuum Sewer 0 miles Pressure Sewer 0 miles APPLICATION CSA 04-16 Page 3 of 5 2. Pump Stations for Collection System: Pump Station Type Number Simplex Pump Stations Servm Single Building) 2 Simplex Pump Stations (Serving Multiple Buildings) 4 Duplex Pump Stations 5 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. Town Council ---+ Town Manager —> Public Works Director —+ Public Works Staff 2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G 0201 Main ORC Name: Carl Pierce Certification Number. 24892 Back -Up ORC Name: Tyler Hughes Certification Number: 1004182 See the "WOCS 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. $ 75.000.00 4. Submit a copy of your current annual budget. 5. Approximate capital improvement budge for the collection system only: $ 20,000.00 6 Submit a copy of your current capital improvement plan. 7. Is this collection system currently a satellite system ❑ 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 Town of Cofield June W — Mayor — 105 Milton Street, Cofield — 252/358-8611 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: Interlocal A exeement — Allows 40,000 gallons per day flow to Winton APPLICATION CSA 04-16 Page 4 of 5 VI. COLLECTION SYSTEM COMPLIANCE: 1 Is a Response Action Plan currently in place ® Yes or ❑ 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 ❑ 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 ❑ 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. Permit Condition Current Compliances If no, Indicate a Compliance Date Typical Compliance Schedule 1(4) — Grease ordinance with legal authority to mspectlenforce ® Yes ❑ No 12 —18 mo I(5) — Grease inspection and enforcement program ® Yes ❑ No 12 —18 mo. 1(6) — Three to five year current Capital Improvement Plan. ® Yes ❑ No 12 —18 mo 1(8) — Pump station contingency plan ® Yes ❑ No 3 mo. I(9) — Pump station identification signs. ® Yes ❑ No 3 mo. 1(11) — Functional and conspicuous audible and visual alarms. ® Yes ❑ No 3 — 6 mo. 11(5) — Spare pumps for any station where one pump cannot handle peak flows alone (m a duplex station, the 21 pump is the spare if pump reliability is met). ® Yes ❑ No 6 — 9 mo. 11(7) — Accessible right-of-ways and easements. ® Yes ❑ No 6 —12 mo. 11(9) — Response action plan with Items 9 (a — h). ® Yes ❑ No 3 mo. III(3) — Comprehensive collection system map ® Yes ❑ 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 clanfication if needed): VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b): I, Carl Pierce, Public Works Director attest that this application for Winton Collection System (Signature Authority's Name & Title from Item I.4) (Facility name from Item L 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 mcluded, 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 penalties to $25,000 per violation. Signature: Date - APPLICATION CSA 04-16 Page 5 of 5 P O Box 134 Winton, North Carolina 27986 Telephone. (252) 358-3041 Fax (252) 358-3273 Email: tovn-iofwinton gmail com February 27, 2018 NCDEQ-DWR Water Quality Permitting Section PERCS UNIT Attn- PERCS Unit Supervisor 1617 Mail Service Center Raleigh, NC 26799-1617 Subject: Permitting Signature Authority Town of Winton WQCS00300 Hertford County To Whom It May Concent: As an appropriate signing official for the Town of Winton as designated by 15A NCAC 02T .0 106, I hereby delegate authority to sign and certify all permit applications, reports or other permit related documents to the following staff for the following permit types: Position Delegated Person Permit T e/Permit Number Public Works Director Carl Pierce Collection System — WQCS00300 If you any questions, please call me at 252/358-3041. Sincerely, Evans Heath, Mayor Town of Winton Town of Winton Collection System Permit Renewal Part IV - 3 WQCS00300 Pumn Station List (Dualex Name Location Alarm Pump Reliability Reliability Source Capacity (each) Station #1 Hill Street Telemetry, Audible, Visual Yes Permanent Generator Portable Pump 500 GPM Station #3 King Street Telemetry, Audible, Visual Yes Portable Generator Portable Pump 150 GPM Station #11 Oakvilla Street Telemetry, Audible, Visual Yes Portable Generator Portable Pump 80 GPM Station #12 Industrial Park Telemetry, Audible, Visual Yes Portable Generator Portable Pump 100 GPM Station #13 Prison (Hwy 158) Telemetry, Audible, Visual Yes Permanent Generator Portable Pump 200 GPM Attachment A Town of Winton Winton Collection System WQCS00300 Part IVA High Priority Lines Number Type Location Pipe Type 1 Bore under and Mill Pond at River Road. 8"HDPE 1/29/2018 2:48:55 PM Budget Vs Actual 10,268.84 Page 7 Of 9 TOWN OF WINTON Ending Date: 12/31/2017 7,000.00 782.87 3,759.69 Description Budget MTD YTD Variance Percent Expenditures 44% 30-500-200 Water Telephone 2,000.00 137.82 840.92 30-220-005 Reimb. Due To G. Fund 0.00 0.00 0.00 0.00 3,054.22 Department Totals 220 0.00 0.00 0.00 0.00 300.00 30-400-300 Sewer Supplies 1,000.00 0.00 133.23 86677 13% 30-400-305 Sewer Telephone 0.00 0.00 0.00 0.00 524.73 30-400-317 Sewer FEMA Claims Exp 0.00 0.00 000 0.00 000 30-400-318 Sewer Insurance Claims 0.00 0.00 0.00 0.00 7,102.48 30-400-320 Sewer Property Insuran 7,000.00 0.00 3,000.00 4,000.00 42% 30-400-322 Sewer Employment Tax 0.00 0.00 0.00 0.00 17,573.00 30-400-340 Sewer Maint. & Repair 15,000.00 272.08 932.05 14,067.95 60/0 30-400-345 Sewer Equip. Purchase 0.00 0.00 0.00 0.00 30-400-346 Sewer Lease Payments 0.00 0.00 000 0.00 30-400-347 Sewer Utility Location 0.00 0.00 000 0.00 30-400-380 Sewer Audit Fee 5,000.00 0.00 0.00 5,000.00 30-400-400 Sewer Employee Develop 3,000.00 000 0.00 3,000.00 30-400-451 Sewer Bond Payment 6,100.00 0.00 0.00 6,100.00 30-400-452 Sewer Electric Bills 9,000.00 583.93 4,116.70 4,883.30 45% 30-400-453 Sewer Permit (Collecti 900.00 0.00 0.00 900.00 30-400-457 Sewer Lab Analysis 2,300.00 0.00 0.00 2,300.00 30-400-458 Sewer Oak Villa Infilt 20,000.00 0.00 910.20 19,089.80 4% 30-400-459 Sewer Lease -Pump @ Oak 0.00 0.00 000 000 30-400-460 Sewer Cummins Maint. A 3,400.00 0.00 61885 2,781.15 18% 30-400-461 Sewer Freight 300.00 0.00 19.67 280.33 6% 30-400-462 Sewer Chemicals 1,800.00 0.00 315.00 1,485.00 17% 30-400-525 Sewer Interest Expense 0.00 000 0.00 0.00 30-400-904 Sewer County Sales Tax 200.00 2.56 59.58 140.42 29% 30-400-908 Sewer State Sales Tax 40000 5.43 126.10 273.90 31% 30-400-920 Sewer Va. Sales Tax 100.00 0.00 0.00 100.00 Department Totals 400 75,500.00 864.00 10 231.38 65 268.62 13% 30-500-100 Water Salaries 96,000.00 10,268.84 49,375.02 46,624.98 51% 30-500-150 Water Fica Expense 7,000.00 782.87 3,759.69 3,240.31 53% 30-500-160 Water Retirement Expen 8,00000 676.96 3,52312 4,476.88 44% 30-500-200 Water Telephone 2,000.00 137.82 840.92 1,159.08 42% 30-500-210 Water Electric Bills 8,000.00 572.43 3,054.22 4,945.78 38% 30-500-220 Water Meter Dep. Refun 1,500.00 0.00 300.00 1,200.00 20% 30-500-300 Water Supplies 1,200.00 0.00 126.08 1,073.92 10% 30-500-310 Water Fuel Expense 4,000.00 77.28 524.73 3,475.27 13% 30-500-317 Water FEMA Claims Exp 0.00 0.00 000 0.00 30-500-318 Water Insurance Claims 0.00 0.00 7,102.48 (7,102.48) 30-500-020 Water WIC Insurance 4,500.00 0.00 2,000.00 2,500.00 44% 30-500-321 Water Health Insurance 35,100.00 2,913.00 17,573.00 17,527.00 50% 30-500-322 Water Employment Tax 1,000.00 0.00 0.00 1,000.00 Town of Winton Seger Collection System Capital lmproVement Plan FY 2018-2019 — FY 2021-2024 PURPOSE AND DEFINITIONS: The purpose of the capital improvement plan (CIP) is to forecast and match projected revenues and major capital needs over a five-year period. Capital planning is an important management tool that strengthens the linkages between community infrastructure needs and the financial capacity of the Town of Winton. The Town of Winton defines CiP capital expenditures as any expenditure of major value that recurs irregularly, results in the acquisition of a fixed asset, and has a useful life of greater than (1) year. As a rule of thumb, items included in the CiP include those which: *Involve acquisition, renovated and/or construction of a single fixed asset greater than $5,000. *involve any land purchases greater than $50,000 not associated with or included in another CIP project. CAPITAL IMPROVEMENT PLAN DEVELOPMEN IT The CIP is updated annually as part of the Town's regular budget process. Projects are reviewed and evaluated based on Mayor and Board of Commissioners' service desires, other Town infrastructure needs, the financial capacity of the Town and the impact the projects will create on the Town's operating budget Once the projects are evaluated, a recommended CIP is developed that identifies the selection and timing of capital projects into future fiscal years_ First-year projects are incorporated into the Town's recommended annual operating budget. The Mayor and Board of Commissioners are also presented the future, unappropriated planning years for their consideration, review and endorsement so staff can proceed with planning and evaluation of potential capital projects - CAPITAL INPROVEMENT PLAN. The capital improvement plan is simply that— a PLAN. As such, projects are subject to change based on new or shifting service needs, special financing opportunities, emergency, needs, or other directives or priorities established by the Mayor or Board of Commissioners. Because priorities can change, projects included in outward planning years are, not guaranteed for funding. The Town of Winton's CIP achieves five major objectives as a component of the Town's budget and financial planning process: 2. Helps the Town of !Minton rationally and intelligently plan for the repair, replacement and acquisition of capital items that are necessary in providing high quality services to the citizens of Winton. 2. Assists in fiscal planning by forecasting capital demands together with future revenues and expenditures (as part of the finical plan). 3. insuring better coordination, evaluation, and planning of projects to serve the community and its needs. 4. The CIP, together with the Financial Plan, serves as a guide to decision-making for the Board, Town Manager, and employees. S. The systematic and comprehensive analysis of capital needs increases the probability of making rational (and correct) budgetary judgements since improvements are identified, prioritized, and matched to the projected fiscal resources of the Town. WASTE{14PATER COU ECWNtS SYSTEM: The Town of Winton operates a regional wastewater collection system that serves over 350 customers, primarily within Town limits. Wastewater from the Town of Cofiield, MUCOR Steel, GEO Prison, and the Oakviila community is also a tributary to the Town's collection system. The collection system is composed of 17,800 ft. of 10 in. force main and approximately 37,000 linearft. of 8 in. force main. There are also approximateeiy 1,770 linear ft of 10 in. gravity sewer and 30,000 liriearft. of 8 in. gravity sewer. There are 13 pump stations in operation. A sanitary sewer evaluation survey (SSSS) of the collection system was conducted in 2003. As a result of the SSES, a major rehabilitation of the collection system was undertaken and completed in 2005. The rehabilitation project consisted of. `elimination of three pump stations; *pump station evaluation and upgrade; *repair (relining) or replacement of sewer lines; and *manhole replacement. The rehabilitation project (approximately $3,100,000.00) has greatly reduced the need for major upgrades/repairs to the collection system. Capital Improvement Plan (dip) Summary Project Primary Funding Capital E.Y. 2018 P.Y. 2019 F.Y. 2021 P.Y. 2022 FY' 2824 Source cost Oakvilla Sewer Operating Revenue $20,000 $20,000 $20,000 $20,000 $20,000 $20,000 Repairs Repairs Matching Main Grant $35,000 $15,000 Headworks I Operating $45,000 Upgrade To New Sewer Revenue $45,000 Jet Operating $6,000 Smoke Test @ Random Revenue $5;000 Purchase Operating $47,000 Vac Trailer Revenue Sanitary Sewer Overflow Response Plan ITF ys 4 n�. System Name: Town of Winton Permit Number: WQCS00300 Address: 405 North Main Street City/State/Zip: Winton, NC 27986 Phone Number: 252/358-3041 Fax: 252/358-3273 Email: towshopAhotmail.com rt4wd Um r A , System Name: Town of Winton Permit Number: WQCS00300 Address: 405 North Main Street City/State/Zip: Winton, NC 27986 Phone Number: 252/358-3041 Fax: 252/358-3273 Email: towshopAhotmail.com CONTENTS SECTION I. Purpose II. Objectives III. Procedures A. Receipt of Information Regarding a Sanitary Sewer Overflow B. Dispatch of Sewer Maintenance Personnel to Site of Sewer Overflow C. Overflow Correction, Containment, and Clean Up D. Overflow Report E. Customer Satisfaction IV. SSO Response Plan Maintenance V. Appendices Appendix A — Contacts Appendix B — Spill/SSO Reporting Form I. Purpose This Sanitary Sewer Overflow Response Plan has been prepared in accordance with Permit WQCS00300 Part II (9) Operation & Maintenance Requirements. The purpose of this SSO Response Plan is to ensure proper SSO reporting and minimize the adverse effects that may be caused by a Sanitary Sewer Overflow. This plan was revised on Februarx26 2018 This plan will be reviewed and/or updated annually to incorporate any changes in contact information; system components; and/or personnel. 11. Objectives The objectives of this plan are listed below: ➢ To protect the public health and the environment ➢ To meet regulatory and permit requirements ➢ To develop and implement procedures to mitigate the effects of an SSO ➢ To protect collection system and wastewater treatment personnel ➢ To ensure the longevity of the collection system and wastewater treatment plant equipment ➢ To protect both public and private property ➢ To minimize regulatory enforcement and/or penalties, resulting from a spilUSSO ➢ To provide appropriate customer service III. Procedures A. Receipt of Information Regarding a Sanitary Sewer Overflow Sanitary Sewer Overflow's may be recognized and reported by system personnel or by others. The System is responsible to act, in a timely manner, to all reports of a possible SSO. Reports may be received via telephone, email, or by other means. 1. Typically reports received from the public will be received at Town Hall. Personnel collecting information regarding a possible SSO, please obtain the following: a. Time and date call was received b. Specific location c. Description of problem d. Time possible overflow was noticed e. Reporter's name and phone number f. Observations of the reporter g. Relevant information that will enable system personnel to quickly locate, assess and stop the overflow 2. Appropriate system personnel will be notified when a possible spill is reported. All reports of a SSO must be investigated by staff within two hours. System personnel must confirm the spill before it will be considered an SSO. Only after confirmation by system personnel will a spill be considered an SSO. 3. As soon as possible, but no later than 24 hours of the confirmation of a reportable Sanitary Sewer Overflow, the NC DWR Washington Regional Office will be notified according to the rules of NC Division of Water Resources. The rule is: Sanitary Sewer Overflow (SSO) Reporting Requirements to the Division of Water Resources The Permittee shall verbally report to a Division of Water Resources staff member at the appropriate Regional Office, as soon as possible, but in no case more than 24 hours following first knowledge of the occurrence of either of the following: • Any SSO and/or spill over 1,000 gallons to the ground; or • 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. 4. Spills that are fully contained and removed quickly and are less than one thousand gallons are not required to be reported to NC DWR. However, a full spill report form will be filled out and kept on file. B. Dispatch of Sewer Maintenance Personnel to Site of Sewer Overflow Confirmation of a Spill / Sanitary Sewer Overflow will activate an immediate response to isolate and correct the problem. Personnel and equipment shall be available to respond to any and all SSO locations. 1. Dispatching Personnel Instructions ➢ When a spill/SSO is received by the system, Staff and equipment shall be dispatched to isolate and correct the problem in a timely manner ➢ Staff will be dispatched by telephone or radio ➢ Dispatching personnel must verify that all notified staff have received the message 2. Maintenance Personnel Instructions ➢ All dispatched staff should proceed immediately to the site of the spill/SSO. Any delays and/or conflicts should be promptly reported to the manager ➢ Upon arrival at the site of the spill/SSO, staff will report any and all findings to the appropriate supervisor. These findings should include damage to both public and private property 3. Supervisor Instructions ➢ The Supervisor will dispatch additional personnel, supplies, and equipment as needed or requested by dispatched staff ➢ The Supervisor will update the Public Works Director and/or Town Manager on a continuing basis if the SSO and/or repairs are not easily abated and fixed. 4. Initial Damage Assessment ➢ All dispatched staff must use discretionary action when responding to a spill/SSO. Dispatched personnel must be aware that the System may be responsible and/or liable for further damage to private property ➢ Dispatched personnel should not enter private property without authorization from the Supervisor ➢ In order to thoroughly document the affected area, the dispatched staff will take appropriate photos and/or video. Any photos and/or video will be retained and filed with the spill/SSO report 5. Supervision and Inspection ➢ The Supervisor will ensure that the guidelines outlined in this SSO Response Plan are properly implemented ➢ The Supervisor is responsible for properly notifying NC DWR Fayatteville Regional Office within the amount of time specified within the reporting requirement ➢ The Supervisor will coordinate with the Town Manager for the availability of funds. C. Spill/SSO Correction, Containment, and Clean-up The objectives of the actions taken by system personnel are: ➢ To protect public health, the environment, and property from a spill/SSO ➢ To restore the surrounding area/property back to normal as quickly as possible ➢ To establish an appropriate perimeter to contain the spill/SSO, using equipment (traffic cones, barricades), existing infrastructure (fencing, etc.), and/or natural boundaries (berm, ditch, stream, etc.) ➢ To notify the appropriate regulatory agencies within permitted timeframe ➢ To protect surface water from contamination ➢ To minimize regulatory enforcement and/or penalties, resulting from a spill/SSO 1. Upon arrival at a spill/SSO, the dispatched system staff will perform the following: ➢ Determine the cause of the spill/SSO (collection line blockage, lift station malfunction, line break, etc.). ➢ Report findings to Supervisor and identify or request additional personnel and equipment to minimize the effects of the spill/SSO. ➢ Should it be determined the cause of the spill/SSO is not the responsibility of the system, dispatched personnel will; o Take appropriate action to protect public health, property (public and private), and surface water bodies from immediate danger. 2. Containment of a spill/SSO will be of utmost priority and will include, but are not limited to, the following measures: ➢ Determine the immediate destination of the spill/SSO (storm drain, water body, ditch, etc.) ➢ Identify and request the necessary personnel and equipment to contain and minimize the effects of the spill/SSO ➢ Take the appropriate, immediate action to contain the spill/SSO 3. Additional measures may be necessary to contain a prolonged spill/SSO. These measures will be determined and implemented by the Supervisor. 4. Clean up of a spill/SSO will be prompt and thorough. The necessary measures will be taken to eliminate any identifiable evidence of the spill/SSO. ➢ If possible, photos will be taken before and after clean up. Photos will be filed with the spill/SSO report ➢ The affected area will be cleaned of any sewage and debris. All materials collected will be properly disposed of ➢ The area will be secured to prevent public contact, until the affected area has been thoroughly cleaned ➢ The spill/SSO site should be disinfected and deodorized, if appropriate ➢ If spill/SSO has affected a surface water body, the NC DWR Washington Regional Office will be contacted for specific instructions. D. Overflow Reporting A written report to the NC DWR Washington Regional Office is required within five days. The Supervisor will complete the required reports and submit them to the NC DWR Washington Regional Office. Additional reporting requirements to the public may be required based upon volume discharged. For accurate reporting purposes, system personnel should gather the following information: ➢ Determine if the spill/SSO has affected any surface water bodies ➢ Estimate the start time of the of the spill/SSO: o Date/time reported and confirmed by system personnel o Visual observations ➢ Estimate the stop time of the spill/SSO: o Date/time the blockage or equipment malfunction has been corrected o Date/time system personnel arrived onsite, if spilUSSO stopped before system personnel arrived ➢ Visual Observations o Estimate the flow rate of the spill/SSO o Estimate the volume of the spill/SSO o Take photos for documentation o Assess damage to public and private property (System personnel will not enter private property to assess damage, unless authorized by the Supervisor) E. Customer Satisfaction To ensure good public relations and customer satisfaction, the appropriate system personnel will follow up with the reporting party. This follow up will include either a personal visit or telephone call. The Supervisor will determine the information to be disclosed to the reporting party. IV. SORP Maintenance This Sanitary Sewer Overflow Response Plan will reviewed annually. Amendments may include: ➢ Changes in procedure ➢ Changes in contact personnel ➢ Changes due to regulatory requirements V. Appendices Appendix A — Contact Phone Numbers Appendix B — Equipment List and Spare Parts Inventory Appendix A CONTACTS _] Division of Emergency Management 800-858=0368 Contact Affiliation Phone Email r------- ... . . ....... . .... . ........ ....... . ............ ..... . .... Carl Pierce, Public Works Director 252/287-9271 towshop@hotmafl.com i Zach Askew, Town of Winton 252/287-5241 --------------- 'Chris Blackburn/Town of Winton 252/287-9965 i Tyler Hughes/Town of Winton, Backup ORC 252/287-1610 Will Larson/The Wooten Company 252/757-1096 Lassiter Septic Tank Service 252/356-2836 Electric Motor Company 757/653-9331 Jerry Blow/Northeastern Electric 252/209-1165 Steve Pagley/Consolidated Pipe 252n54-0700 Godwin Pumps 757/490-9505 Tri-State Utilities 757/366-9505 Shawn Roby/Roby Construction 252/339-1745 Appendix B Equipment List and Materials Location and Materials Public Works Bld. Sewer Jetter Backhoe 6" Godwin Portable Pum 4" Godwin Portable Pum 2 — Mudhog pumps Dump Truck Barricades Pipe and Fittings Repair Clamps Sand Pile Suction and Discharge Hoses Gas Containers Spare Parts for Pump Stations Hand and Power Tools Lime Town of Winton Winton Collection System Pump Station Contingency Plan WQCS00300 The Town of Winton operates and maintains five (5) duplex pump stations and six (6) simplex pump stations. In the case of pump station failure, the following steps will be taken: Type of failure will be determined: Mechanical or Electrical Electrical Failure ➢ All duplex pump stations can be connected to a portable generator The Town has a portable generator that will power all pump stations. ➢ Pump Stations #3 and #13 has an on-site electrical generator. ➢ Control panel and wiring will be checked and repairs made as indicated ➢ Spare parts — fuses, breakers, alternators, relays, etc — are available for the more common failures. ➢ Electrical contractor will be called as needed- Mechanical eededMechanical Failure ➢ Pump will be inspected to check for blockages ➢ Control floats will be checked ➢ All duplex pump stations have bypass pumping capability. The Town has two portable Pumps. Pump Failure ➢ If pump cannot be made operational on-site: ■ Pumps will be sent to pump/motor repair shop or a pump repair company will be contacted for on-site repair. All simplex pump stations have a spare pump. Pump station 43 has a spare pump ➢ The town maintains a variety of spare impellers If both pumps in the pump station fail or if the remaining pump cannot maintain the water level% ➢ A septage hauling company will be contacted to pump out the pump station wet wells as needed OF W �MUCH VV ��1�0�1 fl MORUH CAR0LDM,% SWOUEM REHLU U` UMN �00� HAVOO R s OQLWOK B. HALL B. JONES o MWOLLOAM M@COO'Y pO[�O�OC JOSEPH FUTRELL T ' sTr H rirA � ,���•►� COMPANY _�• ���� ENGINEERING -PLANNING -ARCHITECTURE �� -/ILEI NC �REENVILLE N 11' E6 H• N HICKORY N � ,� � ;i�l G WEST STH T;EET ;REENVILLE J ����: UNDD IEK 40 DIRA OMaB �. �rAlO�CC�s(�LQGJC�©M� DDCs�Q�d� C MOSCELLAMEDUS DETQOLS _- _--- m ---- W 300 0 700 600 900 W 1 GRAPHIC SCALE: 300' 4 Q I I- - - - - ~1 4"?N11 !I f2. ` a NN,3 w ii „ FI ` MioiN [s T. TPP Iv.i[ AN AS A. . 1 PIY sl•r IDN - - [X. .- -L PIPE 1 x-16/SND, ipN MLvv ITP 1N , w " TO ON VILLA AA' - 4 s1 Cpp'' PDVEm �r ♦ .. - l '•'�6' 1n scxanl Jlw 4 °+S GY, A AN .s ■ -�� 10E i �, ♦ r's.ND Dx.N[[ [,Y.ai. n[ IN 10 Nna[Ns w.om D m4[� NOTES I \ 1. ALL SEER WINS MAVE 1 IO' PERIM14Ml j \ EA$EENi E SEE PL ON TE A[TUAL GROUND^_ L' wI TION OF TSEP WIN. SEER TO INE `a AT IONS O TE SEER 1x AZMAINS SNOM ABOVE / ryl TE LOCAT IDIS OF TE E.SEEWS. / 1 Z. REFER TO SPEC 14O CONDITIONS FOR MANHOLE Q I DEPTHS YD DEPTHS O PROPOSED LIE REPLACEMENTS. / 4 I _____________________________________ \\\ CITY LIMIT$ � \G \\ GaHFORMIND TD CONSTRI TIO1 OOCI= 1 ECORDS / EN 8- PVC SOI 35 WIN NEN 12' CIPP LINER ADDANMDDONEO ORE HOT SSow° THIS AREA / EXIS7IND PIPE b HAIRS PROPOSED RAS WATER RERABILITATIOI MEW B' DIP GRAVITY SEER TO IM ♦ REPLACE SUBSTANDARD X" ANO 6' PUP Pn.11y PMr I• � PP STATIONIOI • o I SEER MAIMS A AN HE B' GRAVITr SFER TO REPLACE 6' PVC w\... INDUSTRIAL W-1 IND \ BUILDING wiuil°.fA - MIYiA `\ $UBSTANDARO A' AND 6" SEER PAINS REHABILITATE EXISTING SEER WINS --- ___________c__�____________ -� �l-moi .rN-t Er NANNDLES ifINIMARNN A[TUAL LOCATIONS O LIE REPLACEENTS SHALL BE CONFIRMED BY TV INSMCIION. KMNINN 21UPON AUTHORIZATION By ENGINEER TO PERFORM A LIE REPLACEENT. CONIRACi.�N • PATCH AND REPAIR EXIIIII PRECAST CONCRETE MANHOLE d e 9 • REPLACE DETERIORATED MANHOLE IDA% 8101 wwu. 1 ® REMOVE EXISTING MANHOLE .�.� X1 IN ADOITIM. LOCATE THE STORM DRAIN OUTFALL OF THE AREA TO BE OISTUINED ®6' Er SEER LIE - MAXIMUM DEPTH B' 3NEi IOR, SI PROVIDE BTOCA AND GRAVEL HEFT PROTECTION ON All STORM DRAY. MEETS IN OR p RUGA CMECR DAM $ 7: — — — -{� TEMPORARY SEDIMENT TRAP �^ p R 4 afN IEGEM) a P n -- EXISTING GRAVITY LINE AND WA.CLES Yn ---- ---- EXISTING FORCE WIN •jN k4 EXISTING PUMP STATION ca T �I Hyy i7T • 6.5' rsi • 7AKq d AIXQT z IM ♦ PUP Pn.11y PMr I• � PP STATIONIOI • I A AN 6' PVC w\... INDUSTRIAL W-1 IND \ BUILDING wiuil°.fA T�MQWOOTENn� MIYiA `\ --- ___________c__�____________ �l-moi .n _ .c REr.ARNI G R ION ON�TR& ifINIMARNN A[TUAL LOCATIONS O LIE REPLACEENTS SHALL BE CONFIRMED BY TV INSMCIION. KMNINN 21UPON AUTHORIZATION By ENGINEER TO PERFORM A LIE REPLACEENT. CONIRACi.�N NMNITICM SEDIE NTAI IOM. 3,REFER TO STANDARD EROSION COMIROL DETAIL ON SHEET 3 O A AND PROVIDL wwu. MINIWM SPACING O ROCK CHECK DAMS SHOW FOR ENTIRE LENGTH O AREA TOI•ii;6� BE DISTHIN6ED By GRAVITY SEER W14 INSTALLATION PRIOR TO PROCEEDING .IT. CONS TRUCTION. .�.� X1 IN ADOITIM. LOCATE THE STORM DRAIN OUTFALL OF THE AREA TO BE OISTUINED AND PLACE A TEMPORARY SEDIENT TRAP ON THE OUTFALL PRIOR TO TRENCH EXCAVATION. 3NEi IOR, SI PROVIDE BTOCA AND GRAVEL HEFT PROTECTION ON All STORM DRAY. MEETS IN OR STREAM Of THE ARES t0 BE OI STUNBEO BY GRAVITY WIN NEXC TADJACERENCH V�OnDOWN 61 MIECT ALL AREAS MNICH RECIEE TEMPORARY SOIL SIDECAST MATERIAL. 11 PROVIDE TEMPORARY CONSTROCTIOH ENTRANCE AT ALL MATERIALS AMC EOUIPEMT R 4 afN Ws�En■r]Bs•ams]-■W-�Br•]�H B -.1m •� ,�., k RNt] •ariiil �i .RRIR RWi viii,�e�ra - B' •�R+ln•:u::iioilukS U»F:)B:S 1tLaa utilaL9 ©E7C961E_'7®®EC7L'ilC7E)n�� .sam-]',s alr-.ur CONTROLTRA I O' STREET SVOULDERCONSTRUCTION aY EKG»TE0 O. EKCAVATE 1.S' »LW EW1S1. 011CM RNWDE t01HAL BITCH EOTTW FIDE IK 141 IIEPII 0.EYP� u • 1.0' MIN. IT FILTER fAMII CLASS 'B' EAOSICII CONTRA iTUE cross 1 PROFILE VIEW O< ROADSIDE OITCN 1 RDGL C.AG. ow 1� 2. SEDIMENT STORAGE 1 �� I6 SEEM. IRAQ BOTTOM OINENSIMS 15' A 2'. SIDE SLOPES 1.5:1. V0.UIE 216 ITS 6LASI 'e' EROSIM C--- ST FILTER MMIC 21' NIN LTNIIAL cRaDND I. S' 1' SIX X 1RAfi SLOPF I. S' OE TT. ,BIM' SS 010 .0' NATYRAU BRaNND STONE SECTION I AS SEEN LOOKING 00M STREW 1 TST - TEMPORARY SEDIMENT TRAP DETAIL J.TYPICAL FOR ROADSIDE DITCHES 1. CHECK BASIN AT RR EVERY RAIRIALL MICR CAUSES IL. IN ROA0510E DITCH. ]. R[P1.AM STUISS ENICM ARE DIIL� 0E ]. REPAIR ERODED AWINUSTS WIM STUE. A. MEN BASIN IS l• FULL CLEAN WT SEOINENT ANO DISPOSE Df WIERIAL BT SPREADING ASD S�EDII•D M INCORPMATING INTO MCKf ILLIN6 OPERATIONS. S• DIShPOSETO (EIIM ACC(%RCAANCE WITH T`EIEBSC�INEMTTEROSICIN 1MDTR0. P—L"CH CT. B. PAYMENT SHALL K INCLUDE. IN THE UNIT 810 PRICE fW OTHER ITEMS LAWLESSPAYWENTPEIFCIF�CLY REUESTED Br THE ENGINEER. SEE BASIS OF C*IEDR W F AA W.. 1 1. -LW- >o. .•NaHR.. —A, .N. [NN.1a Mau. sr N.. .. �E m TYPICAL TEMPORARY CONSTRUCTION ENTRANCE BLOCK & GRAVEL INLET PROTECTION DE EIIAINEERIN6 PlAN11a0 ARCNIIECM