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HomeMy WebLinkAboutWQCS00025_Renewal (Application)_20240909 Water Resources Division CITY OF `-"" = Tel: 336-626-1201 Ext. 2358 146 N Church Street PO Box 1106 SASHEBOR) Fax: 336-626-1218 Asheboro, NC 27204-1106 RE NORTH CAROLINA DEIVED September 5, 2024 SEP 09 2024 NCDEQ/DwR/NP DES NCDEQ—DWR Water Quality Permitting Section 1617 Mail Service Center Raleigh, NC 27699-1617 Re: Collection System Permit Renewal Application for City of Asheboro WQCS00025 Dear Sir or Madam: The City of Asheboro is requesting renewal of our collection system permit listed above. We are aware we have missed the six-month submittal period but appreciate your prompt review and response. Included are all the required documents except an updated CIP. Our current CIP hasn't been updated in a few years. Work has been done the last few months to get a new CIP approved. We should have one prepared for presentation to the City Council for approval in October for our entire division including many collection system issues. Any potential compliance issues regarding this permit should be eliminated with the proposed capital projects and maintenance. Please contact me with any questions at 336-626-1201 Ext 2358. Sincerely, Michael D. Rhoney, PE Water Resources Director Home of the NC Zoological Park State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER 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 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 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 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 E. Summary of Attachments Required: ® 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) ® Section IV.3 Pump Station List ® Section IV.4 High Priority Lines List • 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 I. APPLICANT INFORMATION: 1. Applicant's name(Municipality,Public Utility,etc):City of Asheboro 2. Facility Information: Name: City of Asheboro Collection System Permit No.:WQCS00025 3. Applicant type: ®Municipal ❑State ❑Privately-Owned Public Utility ❑County ❑ Other: 4. Signature authority's name:John N.Ogbum,III per 15A NCAC 02T.0106(b) Title:City Manager 5. Applicant's mailing address:PO Box 1106 City:Asheboro State:NC Zip:27204-1106 6. Applicant's contact information: Phone number: (336)626-1201 Fax number:(336)626-1218 Email address: iogburn@,ci.asheboro.nc.us II. CONTACT/CONSULTANT INFORMATION: 1. Contact Name:Michael D Rhoney 2. Title/Affiliation:Water Resources Director 3. Contact's mailing address:PO Box 1106 4. City:Asheboro State:NC Zip:27204-1 1 06 5. Contact's information: Phone number: (336)626-1201 Fax number:(336)262-1218 Email address: mrhoney@,ci.asheboro.nc.us III. GENERAL REQUIREMENTS: 1. New Permit or Premit Renewal? 0 New ®Renewal 2. County System is located in: Randolph County 3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system: Owner(s)&Name(s):City of Asheboro 4. WWTF Permit Number(s): NC0026123 5. What is the wastewater type? 90%Domestic or 10%Industrial(See 15A NCAC 02T .0103(20)) Is there a Pretreatment Program in effect?®Yes or❑No 6. Wastewater flow: 3_7 MGD(Current average flow of wastewater generated by collection system) 7. Combined permitted flow of all treatment plants: 9_0 MGD 8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or®Representative Data 9. Population served by the collection system:27,894 IV. COLLECTION SYSTEM INFORMATION: 1. Line Lengths for Collection System: Sewer Line Description Length Gravity Sewer 206.2(miles) Force Main 28.8(miles) Vacuum Sewer 0(miles) Pressure Sewer 1.1 (miles) APPLICATION CSA 04-16 Page 3 of 5 2. Pump Stations for Collection System: Pump Station Type Number Simplex Pump Stations(Serving Single Building) 0 Simplex Pump Stations(Serving Multiple Buildings) 0 Duplex Pump Stations 27 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. The City of Asheboro collection system is maintained by two departments in two different divisions in the City. All gravity sewer lines and manholes are operated and maintained by the Water/Sewer Maintenance Department in the Public Works Division. All lift stations are maintained and operated by the Systems Maintenance Department in the Water Resources Division. 2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201 Main ORC Name: Shannon White Certification Number: 1006844 Back-Up ORC Name: Jeff Cagle Certification Number:986629 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: $8,602,755 4. Submit a copy of your current annual budget. 5. Approximate capital improvement budget for the collection system only: $5,015,000 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) N/A N/A N/A N/A N/A N/A 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 • 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. Current If no,Indicate a Typical Permit Condition Compliance Compliance Compliance? Date Schedule I(4)—Grease ordinance with legal authority to inspect/enforce ®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. El Yes ®No 2 months 12—18 mo. I(8)—Pump station contingency plan ®Yes El No 3 mo. I(9)—Pump station identification signs. ®Yes El 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 ®Yes ❑No 6—9 mo. the spare if pump reliability is met). II(7)—Accessible right-of-ways and easements. ®Yes El No 6— 12 mo. II(9)—Response action plan with Items 9(a—h). ®Yes El No 3 mo. III(3)—Comprehensive collection system map ®Yes El 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): VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b): I,John N.Ogburn,III attest that this application for City of Asheboro (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 accord with N Gene Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, c rtificat. in plication shall be guilty of a Class 2 misdemeanor whit ay include a fine not to exce $10,000 as well s c vil pe ties u t $25,000 per iolation. Signature: Date: APPLICATIO CSA 04-16 Page 5 of 5 Cl) N Vl (/1 VI (/I N (A N N N N N N Vl (n W N y N N N N /n N N N C C as L, a u N a a ae a a a a a a a a a a a a a a a a m 9 V O) N W V A a A w N + O (° a V m (0 A w N 'rn N Dm Y 1v a o c mO To Cl) ZO mmPmZZ p -2 m _ _ N coS A � r x N (. 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Eight-inch outfall at Four-Mile Bridge East of North Fayetteville Street 70-feet that crosses creek tying into 18-inch outfall. Grease problem most of the time. Page 12 on 200 scale. 2. Eighteen-inch outfall near where it crosses twenty-four-inch outfall on Canoy's land. Watch for erosion next to the creek. Page 12 on 200 scale. 3. Eight-inch in Central Falls running to Pumping Station from old Klopman Mills. Outfall is on piers just before Pumping Station. Check to make sure no tree's have Page 8 1200 fallen across main. on scale. 4. Twelve-inch outfall off the end of Rose Lane where it crosses creek to tie into eighteen-inch outfall. Check for erosion. Page 16 on 200 scale. 5. Twenty-four-inch outfall on West Central Avenue at the bridge coming off J.H. Allen's property. Twenty-four-inch line is on piers. Watch for debris building up along side of pipe and erosion. Page 16 on 200 scale. 6. Eight-inch outfall tying into eighteen-inch outfall coming from Golda Avenue. Check for erosion. Page 17 on 200 scale. 7. Eight-inch outfall tying into twelve-inch outfall at bridge on Old Liberty Road at Milikans. Check for erosion around manhole. Page 17 on 200 scale. 8. Eight-inch outfall that ties into eighteen-inch outfall coming from Sharon Avenue. Section between 225-feet and 351-feet. Problem with roots. Page 22 on 200 scale. 9. Eight-inch outfall north of Sharon Avenue, east of Flint Street. 240-foot section with 75-feet on piers. Check to make sure no tree's have fallen across this line. Page 23 on 200 scale. 10. Eight-inch outfall running beside creek across from twenty-one-inch outfall south of Sanford Street. Check where it crosses creek for erosion. Page 23 on 200 scale. 11. Ten-inch outfall at the end of Turner Street. Children bad to mess with manholes. Page 23 on 200 scale. 12. Ten-inch outfall from the end of Moody Street north, then along Vision Drive. Parts of this line run beside the creek. Check for erosion. Page 29 on 200 scale. 13. Eight-inch outfall north of Tamworth Road where we had to reroute creek going toward twenty-inch outfall. Page 36 on 200 scale. 14. Eight-inch outfall behind Soup Kitchen, on piers. Page 37 on 200 scale. 15. Eight-inch outfall north of Bossong Drive going to the Pumping Station. Pipe is on piers. Check to make sure no tree's have fallen on it. Page 42 on 200 scale. 16. Eight-inch outfall East of Meadowbrook Road coming toward Penwood Street. Pipe crosses creek. Check for debris against pipe and for erosion. Page 43 on 200 scale. 17. At the end of Penwood Street where fifteen-inch, ten-inch and eight-inch all tie together at the creek. Check for erosion. Page 43 on 200 scale. 18. Eight-inch main on Brewer Street behind Rest Home. Grease problem. Page 43 on 200 scale. 19. Eight-inch main west of White Oak Street where it turns toward West Presnell Street. manhole next to the creek, watch for erosion. Page 43 on 200 scale. 20. Ten-inch outfall north of Occoneechee Avenue all the way to Farmer Road. Main is next to creek in low lying area. Watch for flooding debris and erosion. Page 49 on 200 scale. 21. Eight-inch outfall going toward Food Lion from Pumping Station#2. Pipe on piers and very shallow. Page 52 on 200 scale. 22. Eight-inch outfall starting at the end of Lake Drive all the way to the Housing Authority. Grease problem. Page 55 on 200 scale. 23. Eight-inch outfall from Teachey School where it ties into twelve-inch west of Zoo Parkway. Had problems with beavers damming up the creek. Page 67 on 200 scale. 24. Eight-inch outfall going toward Wallace Chandler's property all the way to Wansley Tire. Beaver's are a problem. Page 67 at 200 scale. 25. Eight-inch outfall at the end of Rockcliff Terrace, pipe is on piers. Make sure no debris is on the piers. Page 68 on 200 scale. 26. Fifteen-inch outfall on Old Cox Road staring at Lions Rest Road and going back toward Medical Complex. Have to keep a watch on manholes to make sure that the DOT does not mow off any lids. Page 82 on 200 scale. 24-25 DEPARTMENT 24-25 FINANCE 24-25 CITY MANAGER 24-25 COUNCIL GL Number Description YTD As Of 06/30/2024 23-24 Projected REQUESTED REVIEW REVIEW APPROVED ---Appropriations--- 30-850-502.0000 SALARIES AND WAGES 659,654.53 636,759.00 636,759.00 751,968.00 751,968.00 751,968.00 30-850-502.0001 OVERTIME 26,514.70 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 30-850-502.1000 SALARIES-PART TIME 3,085.37 5,000.00 5,000.00 5,164.00 5,164.00 5,164.00 30-850-507.0000 FRINGE BENEFITS 0.00 0.00 0.00 0.00 0.00 0.00 30-850-507.0002 FRINGE BENEFITS-FICA 52,472.49 53,175.00 53,175.00 57,761.00 57,761.00 57,761.00 30-850-507.0003 FRINGE BENEFITS-MEDICARE 0.00 0.00 0.00 0.00 0.00 0.00 30-850-507.0004 FRINGE-INSURANCE 138,982.00 151,617.00 111,186.00 107,328.00 110,628.00 110,628.00 30-850-507.0005 FRINGE BENEFITS:RETIREMENT 87,547.71 84,077.00 84,077.00 102,360.00 102,360.00 102,360.00 30-850-507.0006 FRINGE BENEFITS:401K 590.27 733.00 733.00 631.00 631.00 631.00 30-850-507.0500 FRINGE BENEFITS:RETIREMENT 0.00 0.00 0.00 0.00 0.00 0.00 30-850-507.0600 FRINGE:401K 0.00 0.00 0.00 0.00 0.00 0.00 30-850-508.0000 UNEMPLOYMENT COMPENSATION 0.00 0.00 0.00 0.00 0.00 0.00 30-850-509.0000 WORKERS COMPENSATION 6,632.01 12,000.00 12,000.00 12,000.00 12,000.00 12,000.00 30-850-509.0001 INSURANCE 14,350.12 18,000.00 18,000.00 18,000.00 18,000.00 18,000.00 30-850-511.0000 TELEPHONE 4,557.05 5,000.00 8,500.00 8,500.00 8,500.00 8,500.00 30-850-514.0000 TRAVEL,SCHOOL AND CONFERENCE 6,979.58 7,000.00 4,000.00 4,000.00 4,000.00 4,000.00 30-850-516.0000 MAINTENANCE&REPAIR-EQUIPMEN 4,737.00 5,000.00 6,000.00 6,000.00 6,000.00 6,000.00 30-850-517.0000 MAINTENANCE&REPAIR-VEH PART 48,018.54 40,000.00 65,000.00 65,000.00 65,000.00 65,000.00 30-850-521.0000 EQUIPMENT RENTAL 0.00 0.00 0.00 0.00 0.00 0.00 30-850-522.0000 PROFESSIONAL SERVICES 2,399.96 2,500.00 0.00 0.00 0.00 0.00 30-850-531.0000 GAS,OIL AND TIRES 23,465.76 20,000.00 25,000.00 25,000.00 25,000.00 25,000.00 30-850-533.0000 OFFICE SUPPLIES AND PRINTING 1,219.15 2,000.00 2,500.00 2,500.00 2,500.00 2,500.00 30-850-534.0000 OTHER SUPPLIES AND MATERIALS 146,774.53 210,000.00 250,000.00 250,000.00 250,000.00 250,000.00 30-850-536.0000 UNIFORMS AND ACCESSORIES 11,232.39 11,000.00 9,000.00 9,000.00 9,000.00 9,000.00 30-850-544.0000 CONTRACTED MAINTENANCE-VEH 0.00 0.00 0.00 0.00 0.00 0.00 30-850-545.0000 CONTCONST-SEWER LINE EXT/REPAIR 62,944.09 62,000.00 65,000.00 65,000.00 65,000.00 65,000.00 30-850-545.0001 CONT CONST-EXT FOR DEV 0.00 0.00 5,000.00 5,000.00 5,000.00 5,000.00 30-850-546.0000 CONTRACTED MAINTENANCE 66,371.80 60,000.00 60,000.00 60,000.00 60,000.00 60,000.00 30-850-546.0001 CONTRACTED MAINTENANCE-CHEM ROOT 0.00 0.00 0.00 0.00 0.00 0.00 30-850-546.0002 CONTRACTED MAINTENANCE-OUTFALL MAIN 1,225.00 2,000.00 500,000.00 200,000.00 200,000.00 200,000.00 30-850-551.0000 PERMITS,FEES&CERTIFICATIONS 502.50 1,000.00 3,000.00 3,000.00 3,000.00 3,000.00 30-850-552.0000 RIGHT-OF-WAY AND EASEMENTS 0.00 0.00 0.00 0.00 0.00 0.00 30-850-553.0000 DUES&SUBSCRIPTION 3,364.63 3,500.00 5,000.00 5,000.00 5,000.00 5,000.00 30-850-557.0000 MISCELLANEOUS EXPENSE 2,617.08 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 30-850-560.0000 SMALL EQUIPMENT-NON CAP 8,184.56 13,000.00 5,000.00 5,000.00 5,000.00 5,000.00 30-850-574.0000 CAPITAL OUTLAY: EQUIPMENT 213,212.36 0.00 145,000.00 121,000.00 330,000.00 330,000.00 30-850-581.0000 PRINCIPAL ON LONG TERM DEBT 0.00 0.00 0.00 39,335.00 39,335.00 39,335.00 30-850-582.0000 INTEREST ON LONG TERM DEBT 0.00 0.00 0.00 7,967.00 7,967.00 7,967.00 Total Appropriations: 1,597,635.18 1,432,861.00 2,106,430.00 1,964,014.00 2,176,314.00 2,176,314.00 09/05/2024 BUDGET REPORT FOR CITY OF ASHEBORO Calculations As Of 06/30/2024 23-24 23-24 23-24 23-24 24-25 24-25 Amended Activity Encumbrance Projected Department Council GL Number Description Budget Requested Approved Fund:30 WATER&SEWER FUND Account Category:Appropriations 30-870-502.0000 SALARIES&WAGES 668,999.00 657,665.03 0.00 671,732.00 688,525.00 751,892.00 30-870-502.0001 OVERTIME 2,000.00 3,790.03 0.00 5,000.00 5,000.00 5,000.00 30-870-502.1000 SALARIES AND WAGES-PART TIME 0.00 0.00 0.00 0.00 30,000.00 30,000.00 30-870-507.0000 FRINGE BENEFITS 0.00 0.00 0.00 0.00 0.00 0.00 30-870-507.0002 FRINGE BENEFITS-FICA 51,331.00 49,953.05 0.00 51,331.00 52,672.00 59,855.00 30-870-507.0003 FRINGE BENEFITS-MEDICARE 0.00 0.00 0.00 0.00 0.00 0.00 30-870-507.0004 FRINGE-INSURANCE 168,000.00 168,000.00 0.00 155,000.00 113,600.00 137,700.00 30-870-507.0005 FRINGE-RETIREMENT 86,559.00 84,587.74 0.00 86,559.00 89,508.00 102,633.00 30-870-507.0500 FRINGE BENEFITS:RETIREMENT 0.00 0.00 0.00 0.00 0.00 0.00 30-870-508.0000 UNEMPLOYMENT COMPENSATION 215.00 1,143.27 0.00 0.00 0.00 0.00 30-870-509.0000 WORKERS COMPENSATION 12,900.00 8,241.13 0.00 8,241.00 12,900.00 12,900.00 30-870-509.0001 INSURANCE 8,600.00 7,699.05 0.00 8,000.00 8,600.00 8,600.00 30-870-511.0000 TELEPHONE 10,000.00 8,074.26 0.00 8,770.00 7,500.00 7,500.00 30-870-513.0000 UTILITIES FUEL LIGHTS 185,000.00 0.00 0.00 0.00 210,000.00 210,000.00 30-870-513.0001 LS#1 0.00 29,719.73 0.00 32,923.00 0.00 0.00 30-870-513.0002 LS#2 0.00 33,159.96 0.00 34,978.00 0.00 0.00 30-870-513.0003 LS#3 0.00 20,574.73 0.00 22,524.00 0.00 0.00 30-870-513.0004 LS#4 0.00 6,788.73 0.00 6,794.00 0.00 0.00 30-870-513.0500 LS#5 0.00 0.00 0.00 0.00 0.00 0.00 30-870-513.0600 LS#6 0.00 18,154.64 0.00 19,238.00 0.00 0.00 30-870-513.0700 LS#5 0.00 3,188.22 0.00 3,504.00 0.00 0.00 30-870-513.0800 LS#8-GOODYEAR 0.00 0.00 0.00 0.00 0.00 0.00 30-870-513.0900 LS#9-RICHLAND#1 0.00 3,928.11 0.00 4,232.00 0.00 0.00 30-870-513.1000 LS#10 0.00 17,232.89 0.00 18,210.00 0.00 0.00 30-870-513.1100 LS#11 0.00 5,525.96 0.00 6,015.00 0.00 0.00 30-870-513.1200 LS#12 0.00 5,201.45 0.00 5,628.00 0.00 0.00 30-870-513.1300 LS#13 0.00 358.03 0.00 537.00 0.00 0.00 30-870-513.1400 LS#14 0.00 1,438.47 0.00 1,589.00 0.00 0.00 30-870-513.1500 LS#15-KAMELOT 0.00 3,314.75 0.00 3,996.00 0.00 0.00 30-870-513.1600 LS#16-HEATHWOOD#1 0.00 4,798.43 0.00 5,050.00 0.00 0.00 30-870-513.1700 LS#17-HEATHWOOD#2 0.00 3,892.65 0.00 4,330.00 0.00 0.00 30-870-513.1800 LS#18 0.00 0.00 0.00 0.00 0.00 0.00 30-870-513.1900 LS#19 0.00 4,327.93 0.00 4,497.00 0.00 0.00 30-870-513.2000 LS#20 0.00 1,545.60 0.00 1,715.00 0.00 0.00 30-870-513.2100 LS#21 0.00 4,645.09 0.00 4,761.00 0.00 0.00 30-870-513.2200 LS#22 0.00 1,407.57 0.00 1,441.00 0.00 0.00 30-870-513.2300 LS#23 0.00 5,016.92 0.00 5,862.00 0.00 0.00 30-870-513.2400 LS#24 0.00 2,504.66 0.00 2,685.00 0.00 0.00 30-870-513.2500 LS#25 0.00 1,968.01 0.00 2,123.00 0.00 0.00 30-870-513.2600 LS#26 2212 PILOTS VIEW RD 0.00 4,716.36 0.00 5,364.00 0.00 0.00 30-870-513.2700 LS#27-GREAT OAK LANDFILL 0.00 5,313.77 0.00 6,085.00 0.00 0.00 30-870-513.3900 TOT HILL LP STA#2(LOW PRESSURE) 0.00 683.90 0.00 745.00 0.00 0.00 30-870-513.4000 LS#40 SWRMS 0.00 0.00 0.00 0.00 0.00 0.00 30-870-513.4100 LS#41-ZCSP#1 0.00 1,079.78 0.00 1,165.00 0.00 0.00 30-870-513.4200 LS#42-ZCSP#2 0.00 3,762.23 0.00 1,982.00 0.00 0.00 30-870-514.0000 TRAVEL SCHOOL CONFERENCES 7,500.00 6,700.00 0.00 7,000.00 10,000.00 10,000.00 30-870-515.0000 BLDG MAINT&REPAIR 7,500.00 1,131.43 0.00 1,500.00 5,000.00 5,000.00 30-870-516.0000 MAINT&REPAIR-EQ 2,500.00 712.40 0.00 800.00 2,500.00 2,500.00 30-870-517.0000 MAINT&REPAIR VEHICLES 25,000.00 24,809.10 0.00 21,000.00 25,000.00 25,000.00 30-870-518.0000 MAINT AND REPAIR-PUMP STATIONS 220,000.00 0.00 0.00 280,500.00 250,000.00 250,000.00 30-870-518.0001 LS#1-SUNSET AVE 0.00 52,896.52 0.00 0.00 0.00 0.00 30-870-518.0002 LS#2-E DIXIE DRIVE 0.00 16,326.12 0.00 0.00 0.00 0.00 30-870-518.0003 LS#3-E MINE STREET 0.00 211.56 0.00 0.00 0.00 0.00 30-870-518.0004 LS#4-LEXINGTON RD 0.00 37,908.73 0.00 0.00 0.00 0.00 30-870-518.0500 LS#5-SPIRAL 0.00 4,142.45 0.00 0.00 0.00 0.00 30-870-518.0600 LS#6-RICHLAND PLACE 0.00 58,077.69 0.00 0.00 0.00 0.00 30-870-518.0700 LS#7-CENTRAL FALLS 0.00 0.00 0.00 0.00 0.00 0.00 30-870-518.0800 LS#8-HYOSUNGUSAINC 0.00 338.14 0.00 0.00 0.00 0.00 30-870-518.0900 LS#9-RICHLAND#1 0.00 35.14 0.00 0.00 0.00 0.00 30-870-518.1000 LS#10-RICHALND#2 0.00 578.07 0.00 0.00 0.00 0.00 30-870-518.1100 LS#11-PANTHER CREEK 0.00 3,563.23 0.00 0.00 0.00 0.00 30-870-518.1200 LS#12-SOUTH POINTE 0.00 14,717.33 0.00 0.00 0.00 0.00 30-870-518.1300 LS#13-HWY 49 SOUTH 0.00 453.76 0.00 0.00 0.00 0.00 30-870-518.1400 LS#14-KLAUSSN ER HWY 220S 0.00 2,322.62 0.00 0.00 0.00 0.00 30-870-518.1500 LS#15-KAMELOT 0.00 6,285.46 0.00 0.00 0.00 0.00 30-870-518.1600 LS#16-HEATHWOOD#1 0.00 902.74 0.00 0.00 0.00 0.00 30-870-518.1700 LS#17-HEATHWOOD#2 0.00 1,188.28 0.00 0.00 0.00 0.00 30-870-518.1800 LS#18 BEST ASSISTED LIVING 0.00 641.67 0.00 0.00 0.00 0.00 30-870-518.1900 LS#19-FOREST RIDGE 0.00 2,127.99 0.00 0.00 0.00 0.00 30-870-518.2000 LS#20-PKWY SOUTH TOWNHOM ES 0.00 8,402.80 0.00 0.00 0.00 0.00 30-870-518.2100 LS#21-TOT HILL RESIDENTIAL 0.00 9,543.97 0.00 0.00 0.00 0.00 30-870-518.2200 LS#22-TOT HILL CLUB 0.00 0.00 0.00 0.00 0.00 0.00 30-870-518.2300 LS#23-CEDAR FALLS 0.00 2,555.73 0.00 0.00 0.00 0.00 30-870-518.2400 LS#24-MONROE AVE 0.00 7,477.55 0.00 0.00 0.00 0.00 30-870-518.2500 LS#25-OLDETOWNEVILLAGE 0.00 244.67 0.00 0.00 0.00 0.00 30-870-518.2600 LS#26-AIRPORT 0.00 364.80 0.00 0.00 0.00 0.00 30-870-518.2700 LS#27-GREAT OAK LANDFILL 0.00 35,056.23 73,143.80 0.00 0.00 0.00 30-870-518.4000 LS#40-SWRMS(END 1-1-13 PER JC) 0.00 0.00 0.00 0.00 0.00 0.00 30-870-518.4100 LS#41-ZCSP#1 0.00 0.00 0.00 0.00 0.00 0.00 30-870-518.4200 LS#42-ZCSP#2 0.00 0.00 0.00 0.00 0.00 0.00 30-870-518.5000 MISC LIFT STATIONS 0.00 21,519.02 0.00 0.00 0.00 0.00 30-870-519.0000 LOW PRESSURE SEWER MAINT-TOT HILL 50,000.00 32,042.86 0.00 43,000.00 50,000.00 50,000.00 30-870-522.0000 PROF SERVICES 25,000.00 174.95 30,585.00 0.00 25,000.00 25,000.00 30-870-522.0001 PROFESSIONAL SERVICES 0.00 0.00 0.00 0.00 0.00 0.00 30-870-531.0000 GAS OIL TIRES 27,000.00 21,773.96 0.00 23,650.00 27,000.00 27,000.00 30-870-533.0000 OFFICE SUPPLIES&PRINTING 2,500.00 2,287.58 0.00 1,800.00 2,500.00 2,500.00 30-870-534.0000 OTHER SUPPLIES&MATERIALS 48,750.00 36,126.32 0.00 34,160.00 35,000.00 35,000.00 30-870-535.0000 ODOR CONTROL BIOXIDE 100,000.00 81,156.37 0.00 105,000.00 100,000.00 100,000.00 30-870-535.0001 DEGREASER 0.00 0.00 0.00 0.00 0.00 0.00 30-870-535.0002 LANDFILL FORCE MAIN DESCALING CHEMICAL 0.00 0.00 0.00 0.00 30,000.00 30,000.00 30-870-536.0000 UNIFORMS&ACCESSORIES 15,000.00 12,790.17 0.00 15,000.00 15,000.00 15,000.00 30-870-544.0000 CONTRACTED MAINT&VEHICLES 2,000.00 0.00 0.00 0.00 2,000.00 2,000.00 30-870-545.0000 CONTRACTED SERVICES 505,961.00 1,656.00 0.00 0.00 8,675,000.00 4,350,000.00 30-870-545.0001 CONTRACTED SERVICESS-CRANE INSPECTION 3,500.00 3,334.90 0.00 3,500.00 3,500.00 3,500.00 30-870-551.0000 PERMITS FEES CERTIFICATIONS 5,000.00 6,196.54 0.00 6,000.00 5,000.00 5,000.00 30-870-553.0000 DUES&SUBSCRIPTIONS 500.00 150.00 0.00 150.00 500.00 500.00 30-870-557.0000 MISCELLANEOUS 5,500.00 8,284.61 0.00 7,710.00 6,000.00 6,000.00 30-870-560.0000 SMALL EQUIPMENT-NOT CAP 4,000.00 2,986.00 0.00 2,600.00 5,000.00 5,000.00 30-870-574.0000 CAPITAL OUTLAY 168,901.00 85,781.56 29,663.77 119,682.00 163,750.00 135,000.00 30-870-574.7400 CONTRIBUTION TO ZOO CITY SPORTSPLEX 31,750.00 31,750.00 0.00 0.00 0.00 0.00 30-870-581.0000 PRINCIPAL ON DEBT 0.00 0.00 0.00 0.00 0.00 13,605.00 30-870-582.0000 INTEREST ON DEBT 0.00 0.00 0.00 0.00 0.00 2,756.00 Appropriations 2,451,466.00 1,831,129.15 133,392.57 1,875,658.00 10,656,055.00 6,426,441.00 Fund 30-WATER&SEWER FUND: TOTAL ESTIMATED REVENUES TOTAL APPROPRIATIONS 2,451,466.00 1,831,129.15 133,392.57 1,875,658.00 10,656,055.00 6,426,441.00 NET OF REVENUES&APPROPRIATION (2,451,466.00) (1,831,129.15) (133,392.57) (1,875,658.00) (10,656,055.00) (6,426,441.00) 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% s CITY OF ASHEBORO PLAN OF ACTION FOR SPILL/OVERFLOW EVENTS You are required to report overflows from any sewer line or pump station, or the bypass of the wastewater treatment system or any component thereof. This requirement applies in the following cases: 1. Any spill of 1,000 gallons or more; and 2. Any spill, regardless of the volume, if any waste reaches the surface waters of the State. Verbal and written reports shall be made to the regulatory agencies by the Department Head (or his designee) responsible for the following area of concerns: Collection System Shannon White Pumping Stations Michael Rhoney Wastewater Plant Michael Rhoney An oral report is required within 24 hours of the incident to the DWQ, Winston-Salem office, Mr. Steve Mauney, Telephone 336-776-9800. A written report must be submitted within five(5) days of the time the permittee becomes aware of the spill occurrence. Fax 336-771-4630. When reporting spills to the Winston-Salem office, it is requested that you speak to a member of the Water Quality staff even if you have left a message with Steve Mauney. You can do this by following the instructions given by the recording. The contact number for reporting spills after work hours is 1-800-858-0368. When a spill or overflow occurs, respond in the following manner: • Respond to the site as soon as notification of event. • Upon arriving at site make an assessment of the problem and the response necessary to correct. • Notify each department necessary to respond for containment, correction and environmental assessment. (A listing of Departmental personnel and available equipment is on the attached listing.) • Record all pertinent information such as: location, beginning and ending times of the incident, quantity of spill, cause, and remediation. (This information will be required for a written report to be submitted later.) • Take corrective action to stop the overflow or spill. (Ensure personnel safety!) Notify Supervisors of the departments needed for response. • Contain or treat the spill if possible. 1 Containment should be made if it is possible to pump water back into the system or if treatment can be made before release. Flushing of spill for dilution and treatment can be initiated if assessment determines no addition environmental impact will occur. Treatment with HTH (Chlorine) for disinfection purpose should only be done if proper monitoring of dosage and residual is practical. This assessment should be made to lessen additional environmental damage. Again care should be taken to ensure safe chemical handling and employee safety. • Notify Water Quality response team for environmental impact assessment. (Call Water Quality, Bernadine at 336-672-0892 or listed personnel on attached sheet.) • Sample and perform physical, chemical and biological analyses. (Analyses to be performed are listed on the attached Spill Site Report.) • Sample at least one location upstream of spill site, one t the site and at least one location below the spill site. • Sample at each location until parameters return to normal conditions to determine environmental impact. • Compile all analyses' results for necessary reports as quickly as possible. • An oral report is required within 24 hours of the incident to the DEHNR, Winston- Salem office, Mr. Steve Mauney, Telephone 336-771-4969. A written report must be submitted within five(5)days of the time the permittee becomes aware of the spill occurrence. Fax 336-771-4630. • Should a spill occur after hours, which reaches the surface waters and/or it may be considered as either an environmental or a health hazard, the report must be made immediately to the Division of Emergency Mangement at 1-800-858-0368. • When using radio communications in response to an incident the following codes can be used: A code"10:14" indicates an incident. Signal 3 Overflow 4 Power failure 7 Station flooded 9 Respond with Ultravac 10 High level 11 Respond emergency trailer 2 See Attached list of Division of Water Resources personnel. INVENTORY OF EQUIPMENT STATIONED AT WASTEWATER PLANT Contact Dept. Name Dept. Michael Wiseman Wastewater Treatment Plant WWTP-830 Jeff Cagle Systems Maintenance SM-870 Sarah Laughlin Technical Services TS-860 Bernadine Wardlaw Water Quality WQ-880 Bryan Lanier Water Plant WP-820 Equip. # Equip. Description Dept. 1201 2017 Ford F-550 4+4 Crane Truck SM-870 1202 2020 Chevrolet 2500 4+4 Crew Cab SM-870 1204 1993 Ford F800 Dump Truck WWTP-830 1205 2011 Ford F150 4X4 CC Truck WWTP-830 1206 2009 Bobcat Utility Vehicle WWTP-830 1207 4" Godwin Pump SM-870 1208 Nissan Forklift WWTP-830 1209 2011 Ford F-250 4X4 Truck SM-870 1210 2011 JD 319D Track Loader WWTP-830 1210M Lincoln Stick Welder SM-870 1211 1999 100KW Port. Generac Gen. SM-870 1212 2013 Freightliner Vac-Con Truck SM-870 1214 2014 524K JD Wheel Loader WWTP-830 1215 2014 Ford F350 4x4 Truck WWTP-830 1217 1980 Kari-Kool 6500 gallon Tanker WWTP-830 1218 2014 410K JD Backhoe WWTP-830 1219 2014 Kraftsman Tilt Trailer WWTP-830 1220 2011 Ford F150 4X4 SC Truck TS-860 1221 1999 100KW Port. Generac Gen. SM-870 1222 2014 Ford F350 4x4 Truck SM-870 1226 2015 F-550 4X4 Crane Truck SM-870 1227 1999 Chevy 2500 Van (LAB) WQ-880 1228 2011 Dodge Grand Caravan WWTP-830 1231 2018 Kubota RTV-X1140 SM-870 1232 2005 Jeep Liberty SM-870 _ 1234 2018 Kubota RTV-X1100C WWTP-830 1325 Golf Cart SM-870 1238 1997 Ford F250 4x4 Extended Cab Truck SM-870 3 1240 1981 Heil 6300 gallon Tanker WWTP-830 1243 2001 Ford 550 4x4 Dump Truck SM-870 1245 2012 Ford F-250 4X4 Truck SM-870 1246 1993 Ford F350 4x2 Truck SM-870 1248 2011 Ford E-250 Van TS-860 1249 2001 Ford F550 4X2 Truck WWTP-830 1250 2006 Chevy 2500 4x4 SM-870 1251A 2020 6+14 dual axle trailer(Kubota) SM-870 1282M 8" Godwin Pump SM-870 1283 Small utility trailer WWTP-830 1293 2011 Kraft Tandem Trailer SM-870 1104 Boat WQ-880 1105 Bobcat Skid Steer WP-820 1106 EZ-GO TXT Golf Cart WP-820 1112 2015 Dodge Ram 1500 WP-820 1133 Ford Explorer WP-820 1138 1999 Ford Crown Vic WQ-880 1177 2011 Ford F150 4X4 SC Truck WQ-880 1178 2014 Chevy Equinox WQ-880 4 INVENTORY OF EQUIPMENT STATIONED AT WATER/SEWER MAINTENANCE 2 —Vactor Combination Sewer Line Cleaning Truck 1 —Water Jet Cleaning Trailer 1 — Sewer TV Inspection Truck 2—Sewer Lateral Camera 2 -- Smoke Blower for Sewer Line Inspection 2 -- Sewer Rodding Machines Root cutting Saws—6 inch—24 inch 2—Hydraulic Pull Back Winches Sewer Cleaning Porcupines 6 inches—24 inch Sewer Cleaning Wayne Ball 6 inches—24 inch Sewer Bypass Plugs 4 inch—36 inch 1 —6-inch Godwin Sewer Bypass Pump 1500 feet of 6 inch Discharge Pipe 1 —4 inch Hydraulic Sewer Pump 450 feet 4 inch Discharge Hose 2—4 x 4 Kubota Tractors for Outfall Mowing and Hydraulic Pull Back Winches 2—4x4 John Deere Tractors for outfall mowing and hydraulic pull back winches 2—Bush Hog Mower Decks 3 —John Deere Mowing Decks 2—Weed Eaters 1 —Kubota Side by Side 4x4 1 —4 x 4 F-150 Sewer Stoppage Response Truck with Equipment 2— Sewer Drain Cleaners 2—Power Generator 3 — Service Trucks with Tools and Equipment 1 —Tandem Dump Truck 5 —Flat Bed Dump Trucks 4—4 x 4 Pick-up Trucks 2—Trac Hoe's (400 Komatsu & 210 Komatsu) 1 —Rubber Tire Loader 5 - Backhoe's 1 —Tractor Trailer Lowboy for Moving Equipment 7—Chainsaws 1 —Pole Chainsaw 1 —John Deere Mini Excavator 1 —Addco Arrowboard 2 —Honda Generators (small) 5 —Halogen Lights (3 double& 1 single) 5 WATER RESOURCES DIVISION PERSONNEL RESPONSE LISTING Wastewater Plant PHONE# EXT# MOBILE# Black, Joshua 336-672-0892 336-521-8412 Brower, Ricky 336-672-0892 336-736-0391 Bryant, Keith 336-672-0892 336-736-9350 Cagle, Jeff 336-672-0892 2705 336-736-0397 Cox, Chad 336-672-0892 336-736-0389 Crandall, Bobby 336-672-0892 2717 336-483-1357 Creed, Allen 336-672-0892 Davis, Roger 336-672-0892 336-736-9124 Dunlap, W. Anthony 336-672-0892 336-521-6295 Escobar, Juan 336-672-0892 2702 336-736-0328 Fairrington, Simone 336-672-0892 2703 Freeman,Tyler 336-672-0892 Garcia, Alex 336-672-0892 Joyce, Travis 336-672-0892 2721 336-736-0362 Kivett, Dustin 336-672-0892 336-736-0883 Laughlin, Sarah 336-672-0892 2718 336-736-9197 Lambeth, Chad 336-672-0892 336-736-1617 Leach, Lee 336-672-0892 336-736-0387 Lee, Keith 336-672-0892 336-963-0389 Thomsen, Bailey 336-672-0892 2703 Sawyer, Wendy-AM hours 336-672-0892 2715 336-736-0332 - PM hours 336-626-1215 2605 Smith,Judy wastewater 336-672-0892 2707 336-301-2278 Stanley, Richard 336-672-0892 336-736-0395 Tutterow, Dina 336-672-0892 2704 336-963-3998 Webb, Andrew 336-672-0892 Welch, Alyssa 336-672-0892 2726 336-964-0038 Williamson, Tim 336-672-0892 Wiseman, Mike 336-672-0892 2711 336-736-0336 Wastewater Plant Lab 336-672-0892 2703 WWTP Operators 336-672-0892 2701 336-736-1993 WWTP Trainer 336-672-0892 336-736-9467 Water Plant PHONE# EXT# MOBILE# Blum, Jacob 336-626-1215 Brown, Colby 336-626-1215 Creed, Ashton 336-626-1215 Fox, Ashley 336-626-1215 2604 336-963-3956 Kemper, Tim 336-626-1215 6 Lanier, Bryan 336-626-1215 2601 336-736-1992 Ledwell, Jay (PT) 336-626-1215 2604 Mancilla, Richard 336-626-1215 2604 Maness, Tracey 336-626-1215 2603 336-736-0215 Sawyer, Wendy- AM hours 336-672-0892 2715 336-736-0332 - PM hours 336-626-1215 2605 Smith,Judy water plant 336-626-1215 2604 336-301-2278 Taylor, Marty 336-626-1215 Watkins, Cody 336-626-1215 Woolard, Mike 336-626-1215 2610 336-736-9134 Water Plant Lab 336-626-1215 2604 336-736-6796 Water Plant Operator 336-626-1215 2602 336-736-0364 7 WATER/SEWER MAINTENANCE PERSONNEL RESPONSE LISTING WATER/SEWER MAINTENANCE PHONE# EXT# MOBILE# White, Shannon 336-626-1234 2205 336-963-8797 Bivins, Louis 336-626-1234 2506 336-301-5198 Phillips, Brad 336-626-1234 2011 336-483-1031 Wilkins, Jason 336-626-1234 2506 336-964-6071 Wansley, II, Jimmy "Bo" 336-626-1234 2237 336-736-9076 Brown, Kaleb 336-626-1234 2011 336-964-6295 Leach, Lee 336-626-1234 2011 336-736-1931 Luck,Jeffrey "Jeff" 336-626-1234 2011 336-736-9061 Allred,Timothy "Tim" 336-626-1234 2011 336-736-0326 Cassady, Cedric 336-626-1234 Cox, Chad 336-626-1234 Davis, Derek 336-626-1234 2237 336-963-5504 Dunn, Ethan 336-626-1234 Elliott, Blake 336-626-1234 2506 336-963-0292 Green, Ryan 336-626-1234 Harper, Scott 336-626-1234 2506 336-588-0039 Hernandez,Juan 336-626-1234 2237 336-465-1198 Hicks, Richard 336-626-1234 2237 336-736-4436 Jarrell, Zachary 336-626-1234 2237 336-736-9126 Johnson, Coby 336-626-1234 Kinley, Garrett 336-626-1234 Martin, Kyle 336-626-1234 Satterfield, Marty 336-626-1234 Smith, Aaron 336-626-1234 2506 336-963-7226 Spencer, Todd 336-626-1234 2506 336-736-0247 Torres, Bryan 336-626-1234 2237 336-964-3184 Wright,Jami M. 336-626-1234 2204 336-953-4516 8 OTHER PERSONNEL RESPONSE LISTING 2238 EXT# MOBILE# Hutchins, David 336-626-1234 2202 336-736-0253 Connor, Andrew 336-626-1234 2201 336-736-1991 Auman, M.J. 336-626-1234 2238 336-736-9214 Barnes, Todd 336-626-1234 2209 336-736-0248 Cook, Arnold 336-626-1234 2515 336-301-7523 Cox,J.T. 336-626-1234 2217 336-736-0257 Hamilton, Donna 336-626-1234 2240 336-963-7095 Keeling, Dynasty 336-626-1234 Nelms, Mike 336-626-1234 2210 336-736-0818 Pasour,Jeff 336-626-1234 2217 336-736-6798 EXT# MOBILE# Parks, Pearson 336-626-1234 2218 336-465-4735 Phillips,Travis 336-626-1234 2218 336-736-0246 PHONE# EXT# MOBILE# Hamilton, Barry 336-626-1234 2206 336-736-9025 Caviness, Holden 336-626-1234 2242 336-465-0353 Auman, Shannon 336-626-1234 2221 336-963-2402 Hurley, Bryan 336-626-1234 336-736-0318 Richardson, Dean 336-626-1234 336-302-0096 Macon, Clint 336-626-1234 336-736-0954 Hicks, Brian 336-626-1234 336-302-7820 Crabtree,Jerry Lee 336-626-1234 336-736-0259 Allred, Daniel 336-626-1234 336-963-1754 Bentley,Ty 336-626-1234 Brady, Clay 336-626-1234 Callicutt, Phillip 336-626-1234 Cox,Janica 336-626-1234 2211 336-403-2543 Cranford, Trona {PT} 336-626-1234 Craven, Johnny{PT} 336-626-1234 Crisco, Martin 336-626-1234 Durham, Dale 336-626-1234 Ferguson,Jeff 336-626-1234 Hartnett, Tim 336-626-1234 Hogan, Rocky 336-626-1234 Huggins, Cameron 336-626-1234 Hussey, Stan 336-626-1234 Jones, Trevin 336-626-1234 Joyce,Jeff 336-626-1234 9 McClure, Michael 336-626-1234 McNeill, Randy 336-626-1234 Patterson, Gary 336-626-1234 Patterson, Keaton 336-626-1234 Price, Ricky 336-626-1234 Rivery, Alejandro 336-626-1234 Satterfield, Randall 336-626-1234 Snider,Todd 336-626-1234 Stickler, Chad 336-626-1234 Stroud, Lee 336-626-1234 Tatro, Mary 336-626-1234 Wilburn, David 336-626-1234 Yates, Chuck 336-626-1234 FLEET MAINTENANCE PHONE# EXT# MOBILE# Fox, Jeff 336-626-1234 2220 336-736-0817 Hogan, Phillip 336-626-1234 2514 336-736-0808 Yow, Keith 336-626-1234 2212 336-736-9114 Williams, Jeremy 336-626-1234 2228 336-736-0822 10 OTHER PERSONNEL RESPONSE LISTING Continued Water Billing 626-1201 Dawn Hayworth 4601 Locust Mountain Tr, Asheboro, NC 27205 241-2302 736-6799 Sanitation Dept. 626-1234 Kermit Williamson 2422 Old Lexington Rd, Asheboro, NC 27205 625-9530 736-0250 Rusty Turner 1290 Greene Oak Rd, Asheboro,NC 27205 629-7720 736-0242 Parks & Recreation 123-B Davis St,Asheboro,NC 27203 626-1240 Foster Hughes 738 Lee St, Asheboro, NC 27203 626-7260 736-0334 City Manager 626-1201 John Ogburn 537 Shannon Rd, Asheboro,NC 27203 633-4151 736-0211 Mayor 626-1201 David Jarrell 332 Worth St, Asheboro, NC 27203 625-3910 Fire Department 1 401 S Church St, Asheboro, NC 27203 625-4244 Fire Department 2 2105 N Fayetteville St, NC 27203 672-0206 Jim Smith 855 Lee St, Asheboro,NC 27203 736-0220 Police Department 626-1300 Gary Mason 1933 Masons Dr, Asheboro, NC 27205 879-2043 736-0351 Lake Lucas 629-1639 Lake Reese 241-2570 Hwy 49 Tank Klaussner Gate 625-6175 CONTRACTORS NUMBERS: WORK# PAGER# CELLULAR #HOME # GARCO, Inc 683-0911 Kivett & Son Septic 629-3263 636-6001 Walker's Septic Ser 629-3542 321-7901 Delk's Septic Service 241-2370 318-3400 857-3400 Vann Boys Septic Service 629-8448 Four Seasons Ind Waste 273-2718 Terry's Plumbing and Utilities 625-1090 Jordan's of Asheboro (Utilities Contractor) 672-0371 11 EMERGENCY RESPONSE REPORT DIVISION OF WATER RESOURCES TYPE OF EVENT DATE TIME NOTIFIED PERSON WHO CALLED HOW DISCOVERED LOCATION OF RESPONSE RESPONDER TIME ARRIVED AT LOCATION TIME PROBLEM WAS DIAGNOSED IF ADDITIONAL HELP REQUIRED; TIME CALLED WHO WAS CALLED TIME ARRIVED TIME PROBLEM CORRECTED ************************************************************************ TIME NOTIFIED WTP/WWTP PROBLEM CORRECTED WHO RECEIVED CALL ************************************************************************ IF OVERFLOW OCCURRED: APPROXIMATE FLOW TIME STARTED TIME STOP ************************************************************************ TIME NOTIFIED WATER QUALITY FOR THEIR RESPONSE WHO NOTIFIED FINAL DESTINATION OF SPILL ************************************************************************ DENR DIVISION CONTACTED DATE TIME ************************************************************************ 12 ************************************************************************ DETAILS OF PROBLEM: ************************************************************************ DETAILS OF CORRECTIVE ACTION: TEMPORARY PERMAMENT REPAIR ************************************************************************ PARTS REQUIRED: ALL PARTS NEEDED IN STOCK? YES NO ************************************************************************ ENVIRONMENTAL/HUMAN IMPACTS: REPORT SUBMITTED BY DATE REVIEWED BY DATE Ash. Spill Plan 9/97 Update 5/99 Update 3/01 Update 4/04 Update 4/98 Update 8/99 Update 6/01 Update 9/08 13 SPILL SITE REPORT Date Spill Called In: Time Spill Called In: Spill Site Information: Laboratory personnel responding to the spill Laboratory Results: Date Location Time Temp. C pH DO mg/I Conductivity Fecal Coliform NH3 mg/I Collected (umhos) col./100 ml Remarks: 14 LIFT STATION CONTINGENCY PLAN The contingency plan for all lift stations requires immediate response to all reported alarms, be it at night, weekdays, weekends, or holidays. All alarms means, telemetry alarms, public calls, and/or routine maintenance inspections. Any alarm must be responded to in a timely manner and corrected quickly and safely. Personnel responding to alarm site must be able to evaluate the scene and make calls to proper response teams for assistance with additional personnel, pumps, vac- trucks, hoses, sanitation equipment, parts to make repairs, and anything else that may be needed to correct the situation. This plan also covers pump failures and replacement of pumps, motor controls, floats, electrical parts, motors, and any other equipment necessary to keep the lift station running. AREAS OF RESPONSE Site Assessment: when arriving on site, always be alert. Personnel should be aware of security at site and be observant of all areas both inside and outside the lift station at all times. Notice anyone in these areas, and take note if they have possibly caused any damage to equipment. Damage assessment: Damage may be anything from gates, doors, electrical panels pried open, to rocks in grinders, power meters broken, electrical transformers shot, fuses on transformers shot out, or any acts of vandalism. If any damage is observed, it may be necessary to call 911 and have law enforcement to fill out a report on the damage. It may also be necessary in some cases to have law enforcement respond to your site,before City personnel enter site, so that law enforcement may secure site, before any work can be started. If damages are caused by anything other than vandalism, it is not necessary to call 911. Personnel will have to document all problems found for repair purposes and reports to follow at completion of work. Accessibility: All lift stations must be readily accessible and must be kept in this manner at all times. When several crews are all working at the same site, this can become difficult, but access is important, because of equipment coming and going, different responders needing access to different areas, and also if the need for an emergency arises, emergency traffic may need access also. CAUTION: ALL SAFETY SOP'S AND ALL SAFETY EQUIPMENT MUST BE USED FOR THE FOLLOWING INFORMATION; ALSO A MINIMUM OF 2 PERSONNEL MUST BE PRESENT AT SITE BEFORE ENTRY INTO ANY ELECTRICAL PANEL OR CONFINED SPACE IS MADE. POWER SUPPLY Transmission lines (Power Lines) feeding the lift stations, in some cases, can be checked on the way in to the lift station. This can be done by observation to the site. Observation of such things as trees or limbs down on wires, or power poles down on the ground, can be checked on and located for power crews. Be especially observant around live power lines that are on the ground. If a power line is found on the ground, approach with caution. Systems Maintenance trucks all carry TRICKERS and HOT STICK POLES that attach to the tickers so personnel can check hot wires at a(safe) distance. Even if the wire Page 1 checks out with no power on it, stay away from it until power companies are notified, and the power company clears the area for safe working conditions. The power company does not know where these lines are, or may assume no one is around, and turn the power back on. There is also AUTOMATIC SWITCHERS, that will try to reenergize the line every so often, automatically and if some one is standing on the down lines, serious or deadly consequences will be the result. Always remember SAFTEY FIRST Transformers should be observed for broken wires, insulators, and make sure they are still properly mounted on poles or mounting brackets on the poles. Transformers mounted on concrete pads should be checked in like manner, to see if any thing out of the ordinary is observed. Checking for oil leakage around transformers is another important item to be aware of. Fuses (fuseable links) between power lines and transformers should be observed for possible power failure problems. If the fuse is not making a completed circuit, power problems will result. Also check at the bottom of power poles with transformers mounted on them, for dead animals, such as squirrels, birds, or any other animal that could be laying on the ground. If these animals show any signs of burns, this would be a good location to refer the power crew to, so they can begin locating the problem. The power crews will do a complete check of their system before they reenergize the power lines to the station. In most cases, a wide spread power outage will be called in from private citizens, industries, and anyone who needs power, so by the time City crews arrive on scene, the problem will most likely already be known. City personnel should go ahead and make the call to alert the power company of our problem, and in some cases we will have to be put on a priority bases. All power companies and their respective phone numbers, are in a Job Information book located on each Systems Maintenance service truck, and in the Systems Maintenance office. A listing of account numbers, meter numbers, and addresses for each Lift Station is also provided, as you will be asked this information when a call is made to the correct power company. Main disconnects may be mounted on a power pole where they can be accessed from the ground, or some may be mounted inside weather proof cabinets on concrete pads. However they may be mounted, always check these disconnects with caution, as these disconnects are feeding the main power to the station and carry high voltage. Some disconnects have fuses that may go bad, or may take a power surge and the fusible link may be burnt. In either case the fuse or fuses will have to be replaced. Follow all safety rules, and with the door closed on the disconnect cabinet, open the circuit of the disconnect, by pulling the handle down to the off position, on the outside of the cabinet. Open the door of the disconnect and check with the correct meter to ensure the power is off. With the power off, the fuses can be checked and replaced if necessary. After ensuring fuses are ok, close the cabinet door, and after standing to the side of the disconnect, close the circuit by pushing the same handle up to the normal power position, and restore power to the station. Smaller fuses, transformers, disconnects and/or breakers, starters, contacts, auto transformers,relays, and other electrical equipment and wiring, are located inside MCC (Motor Control Cabinets) at each station. Repair work done in these cabinets should only be done by trained personnel. If anyone does not feel safe or confident entering these cabinets, then they should call someone who is properly trained to do work inside these cabinets. Page 2 Switch gear will be located inside MCC cabinets also. This type of switch gear is used to switch start contacts to run contacts. These are different size contacts and by use of timers, and relays these contacts are the main contacts that keep the motor running. These contacts need regular schedule checks and periodic cleaning to keep the contacts from sticking or welding together and causing severe motor and or motor control damage. All of the above named items should be checked, bySystems Maintenance crews, and Y by outside contractors (I.S.I for example) on a scheduled basis, to check for heat build up, lose connections and anything out of the ordinary that may lead to a failure of any item. Another type of switch gear used goes between the MCC cabinets and the emergency generator. Its purpose is to switch from normal power to emergency power and back to normal power when needed. There are different types of these switch gears used by the City, and these are covered in other SOP's. They can be operated automatically and or manually. The proper operation of these switch gears with the emergency generator on line and running is especially important if power crews are working on incoming lines. The main disconnect should be in the open position as a back up as another safe guard to protect against back feeding power from the emergency generator to the incoming lines outside the station, as power crews may be working on the power lines elsewhere. All Systems Maintenance crews should be familiar with all types of these emergency switch gears and know how to check these switch gears to ensure proper operation and maintain safe working environment for all personal involved in any situation that may occur. Generators, all types, are to be checked on a regular maintenance schedule. These checks are to be recorded on lap tops and main computer at Systems Maintenance office, and backed up on zip files. Permanent generators and mobile generators are covered in their own SOP's. Portable generators are used in small situations where the need for power is not as demanding and the mobile generators may be needed elsewhere. These generators may be used for smaller jobs, such as lighting, power tools, or any type of job that doesn't require a lot of power or a prolonged source of power. Motors are generally the same basic design. All motors require power to operate. Voltage is an important factor on all motors, and the need to know the correct voltage for any motor is important. [F.L.A.] Full Load Amps is another important factor on motors. Amp readings are taken on a schedule, along with voltage readings and they are recorded on lap tops and the main computer for future reference. Correct voltage and F.L.A. information can be found a plate mounted on the side of the motor. Knowing this information is important, because to high of a voltage or to low of a voltage and/or amps to high can cause serious damaging problems to the motor. Motors should be kept clean as possible by removing any grease, dust, or any type of build up on the outside of the motor. If they are not kept clean heat build up may occur shorting motor life. Most require a periodic greasing of the bearings, on a schedule bases, recommended by the manufacture. Some motors have bearings that run in oil. These motors have a sight glass that shows the level of the oil at all times. This makes checking the oil level easy to do. Motors should be observed while running to check for any unnecessary vibration, noise, heating of Page 3 bearings or any combination of these problems. Simple observation can detect early problems before they become major problems. Controls/Alarms cover several different items, from relays, floats, alternators to compressors and bubbler systems. For the City's systems, we will address float systems mainly. The City still has some Bubbler systems around, but we are trying to go away from them,because we have found that Float systems are more reliable for our usage. We use float systems for level control and floats for high level alarms for telemetry response. BEFORE REMOVING FLOATS FOR LEVEL CONTROLS FROM WET WELL, MAKE SURE PUMPS ARE IN THE "OFF" POSITION. Floats for level control should be checked ever time the station is checked for grease build up, rags, or anything that might obstruct the floats from working properly. This can be done visually to determine if float removal is necessary. If any thing is found it should be removed /cleaned immediately and checked for proper operation before leaving the site. THREE FLOAT SYSTEM WITH TWO PUMP. The check for proper operation can be done two ways. With the floats out of the wet well, and at least two personnel on site, lift all floats so that they are hanging down in normal operating position, and slowly lift bottom float up to proper operating position. Slowly lift the next float up and listen and observe for the relays to pull in. The relays will be located in the MCC cabinet at the site. With the bottom float up and the second float in the up position slowly lower the second float down and listen and observe the relays for proper operation. There should be no sound or movement of the relays. With the second float in the down position slowly lower the bottom float down. The relays/contacts should open indicating pumps are in the stop condition, which is correct operation. Next lift the bottom float up, followed by the second float, then lift the third float again listen and observing for the proper operation of the relays/contacts to pull in, or energize. This indicates both pumps are in the RUN position. With all floats in the up position, slowly lower the top float down and listen/observe the relays. There should be no action. Next lower the middle float and listen/observe. There should be no action. Now lower the bottom float and listen/observe. All relays/contacts should open indicating all pumps should be in STOP position, which is proper operation. FOUR FLOAT SYSTEM WITH TWO PUMPS. On a four float system the bottom float must be up or energized at all times. If there is a problem with this float and it is not working correctly the pumps will not operate properly. This float is also called a low level cut off float. This float will turn all pumps off if the water level gets below this level, and will not allow the pumps to run in automatic until the water level builds back up enough to energize or close the contacts in the float. The next float, or second float up, is the float that stops the pumps when the water level is pumped below this point. This float stops one or both pumps when the water is pumped down below this level. The third float up from the bottom is the float that energizes the run contacts on the lead pump/motor. When the water level reaches this level, the lead pump starts, and pumps the water down below the cut off point and stops the motor. The fourth float or top float will energize the lag pump to assist the lead pump, Page 4 if necessary, in pumping the water level down to the cut off point. The lag pump comes on to assist the lead pump whenever a high flow occurs. It will also be a back up if something happens to the lead pump. These floats can be checked in like manner as described previously, with the only difference being the addition of the fourth float. FOUR FLOAT SYSTEM WITH THREE PUMPS. This float system works the same as described above. The difference here is there are three pumps. Even with three pumps on site, only two pumps will run at any given time. There is a lock out built into the alternator to keep the third pump from coming on automatically. The reason for the three pumps not running at the same time can be varied, from force mains not being adequate enough to handle the load, to electrical service not being adequate. In any case the float system should be checked on a regular basis and documented as to what was done. The preferred method of checking the float system is to let the water level build up in the wet well and check the operation of the pumps this way. This procedure test the system under normal conditions, and gives a better indication if any problems are occurring in the system. Personnel may not have time to do this in dry times, as water flow may be very low at these times, and waiting on the wet well to fill up to proper levels will be very time consuming. L.S. #5 has a level control that is a little different than other lift stations. This station uses probes set at different height to control automatic on and off heights. In this application the lead pump runs in the HAND POSITION at weekly intervals. Every week the pumps are alternated, so that no one pump runs constantly in the lead position. The LAG PUMP stays in AUTOMATIC POSITION as a backup in case of high flow situation. This is why it is important that the probes are checked and cleaned on a regular basis. Cleaning begins by turning off power to the pump that personnel will be checking. Remove screws from probe box and check to ensure power is off. With power off, remove screws securing probe covers, and gently pull probe wires up and out of piping. There may be build up inside of the pipe. If an obstruction is encountered, take joint of conduit and gently push the obstruction lose and proceed to remove the probes. Once the probes are removed, make sure that there is no obstruction left in the pipe for the probes. It may be necessary to use a water hose to flush out any obstructions in the pipe area. Once obstructions are clear, check probes for any build up on the probes, if there is any build up remove and clean before placing the probes back in service. Sometimes the probe may be missing. If this happens, the probe may be replaced by using a standard %" or 5/8" bolt and nuts to secure the bolt to the wire for the probe. If the wire becomes to short, this will effect the level of operation for the automatic controls. When the wire becomes to short it will have to be replaced. With everything corrected replace all probes, wires, screws and covers and turn power back on,proceed to check the automatic controls for proper operation again. If everything Page 5 checks out correctly, put pump back on line and record all work done on work order and computers. Alternators/Relays are many different types and styles. Due to the many types and the safety factor involved, only two types will be covered here. The type that ALTERNATES or switches the lead and lag pumps, so that one pump does not run in the lead all the time, and the other type that is called a PHASING RELAY that senses the power coming in to the station for over voltage, under voltage, and that the phasing is correct coming in. Again checking these types involve following all safety polices, and having two personnel on site, before checking these relays or alternators, as this involves opening electrical panels to check these items. Also checking these items requires some training as to what to look for and where these items are located. Pump alternators are located in the MCC cabinets at some sites, and in a separate cabinet mounted beside the MCC cabinets at other sites. To check these alternators visually, personnel will have to watch the alternator to see if the switch inside the alternator is making and breaking when the pump starts and stops. These are the type with a visible switch on top of the alternator. Others may have LED lights on them that will indicate if they are switching. A good indication that an alternator is not working, is when you are checking the pumping station, the same pump comes on in the lead every time. Another indicator would be pump hour readings will be higher on one of the pumps than the other pump. Any of these should indicate that something is wrong, and a good indication to start checking the problem. The alternator would be a good starting point. Phasing relays can be visually checked the same way, by opening the switchgear cabinet for the emergency generator and observing the LED indicators on the phasing relays. Some sites have only one phasing relay, and other sites will have three separate phasing relays, one for each incoming phase to the site. These relays are covered in S.O.P.'s for permanent generators as to what to look for and how to check in a more detailed explanation than is covered here. Compressor/Bubbler Systems; as stated prior, we don't use bubbler systems except on very rare occasions. We have found this system was not as reliable as the float switch systems that are use at most of our lift stations now. Basically this system has to have an air compressor and an air line going into the wet well and a constant supply of air for this system to operate properly. This system uses a series of mercury switches and diaphragms also to keep it operating properly. The air compressor supplies air to the wet well at a certain air pressure setting. This in turn keeps the mercury switches with the help of the diaphragm at a certain level based on the height of the water level in the wet well. As the water level rises, the air pressure increases on the diaphragm, causing the mercury switches to rotate with their mounting plate. When the water level gets high enough to rotate the mercury switches enough, the mercury makes contact with the probes inside the mercury switch and energizes the run contacts to start the motor and pump. If the water level continues to rise then the mercury switches continue to rotate and they will call for a second, or lag pump, to come on. They will run until the water level falls enough to relieve the pressure build up on the air system and the mercury switches will rotate in reverse fashion and the mercury will break contact with the probes inside the switch and the pumps will stop. If for any reason the air pressure is not adequate, the pumps may not operate properly, or may not operate at all. First check Page 6 the air level control to see if it is in the correct range. (.02-.06) If this is within range, start checking for air leaks at all connections, and along the lines. Checking the lines into the water will require removal of the line from the wet well. Repair all leaks as found, and replace all lines back to original position. This should correct any problems with little or no air pressure. A blocked airline will indicate a high level in the wet well. This will cause the pumps to run with out stopping. Again the lines (most likely the one in the wet well) will have a blockage in it, causing the air pressure to build to maximum pressure. When the blockage is removed the air can flow freely through the line, and the pressure switch will get a normal air pressure indication, and the mercury switches will return to their normal position, and can operate the pumps normally. Personnel should be able to observe air bubbles around the air line in the wet well. If no air bubbles are observed, repeat above step again to ensure that the air compressor is working, that there are no air leaks, and that all blockages are removed. Stay with the site and observed the pumps cycle through two or three times before leaving site and make sure that the station is operating normally. TELEMETRY; must be maintained for monitoring all alarms 24/7. If telemetry is not working or was not installed, then the site or sites must be checked daily, including weekends and holidays. Monitoring devices will be checked on scheduled bases and recorded on all records and computers. Floats at all sites will be checked for correct operation and that they will send a signal to the transmitter at that site. Floats should also be checked for stiffness of the insulation and leads, as over time the float hanging down, especially in the wet well, becomes stiff and sometimes will not work correctly. To check these floats personnel must manually raise the float to simulate an alarm condition. This float must remain up until the alarm is received at the base unit at the W.W.T.P. once the alarm is received, the W.W.T.P. base operator will call personnel at the site, and tell you which alarm is on. Once the alarm is received and is the correct alarm at both the base unit and the lift station, then the float may be lowered down to its normal position. All float alarms will be checked in like manner. Before completion of checking float system alarms, make sure all alarm conditions are clear at the base units before leaving site. The following is a list of floats and what they are used for; WET WELL FLOATS; used for monitoring water levels in wet wells to start and stop pumps and send high level alarms. BAR SCREEN/GRINDER FLOAT; monitors for high level at baskets or bar screen if used, or for indication of a grinder not operating properly or excessive flow for grinder. DRY WELL FLOAT; used for monitoring dry wells for excessive amounts of water, also an indication of sump pump failure. The following alarms do not use floats but need to be checked also. POWER FAILURE ALARM; tells personnel that a power failure has occurred at the site and immediate response is necessary. Immediate response means W.W.T.P. operators will call proper Systems Maintenance personnel to check alarm, and standby for further calls if necessary. Systems Maintenance personnel responding must make site assessment Page 7 of problem, whether to call power company, or if the problem is located at site and will be our responsibility to correct. If it is our responsibility, repair will be made safely and quickly. When all work is complete, and back to normal operation, check with W.W.T.P. to make sure all alarms have cleared and also inform the operators that all problems have been corrected and back to normal operation. All paperwork and records must be taken care of before job is complete. To manually check a power failure alarm, open door of telemetry cabinet at site and turn power off to power supply inside cabinet. Operator on duty will call personnel at site and inform you that they have received a power failure alarm at the W.W.T.P. or base unit. Once they have received the alarm you can inform them that you are testing the alarms and to let you know when the alarm clears. When you are informed that they have received alarm, turn power back on to normal operation, and wait for W.W.T.P. operators to call back and let you know that power fail alarm has cleared. When you receive notification you may close cabinet and leave site, or continue to check other alarms at site. Transmitters/Communication Alarm; indicates a possible problem with radio, coax, or antenna or power supply. These are the most obvious problems. When checking this alarm observe these three items first. Check the antenna to see if it is properly mounted, not pointing toward the ground, mounted securely to the pole, and pointing in the correct direction. Notice if the coax is connected properly and tight connections are made inside cabinet, where the coax attaches to the radio. Also, notice if the coax is intact from antenna to radio and that there are no breaks or compressed points on the coax. Check the radio to see if it is "talking" by listen to the way the radio responds when it is in the signaling mode. Listen for a clear signal with little or no static noise or any garbled noise on transmission signal. This will indicate a bad transmission signal caused by atmospheric conditions, which we cannot control. In most cases this will clear with changing weather conditions. Lift Stations #16 and #18 have no speakers for the radios, so these stations will have to be checked visually for problems by opening the cabinets and observing the RTU cards. If the radio is not doing anything, not making any type of noises, personnel will need to check incoming power and fuses to see if this is a problem. If power is correct and radio is receiving correct power then it may be a good possibility that the radio is bad. The radio can be switched out with a spare radio or if necessary with another unit from another site. This will also confirm that the radio is bad and needs to be replaced. If the power coming in is correct, but incorrect power is coming to the radio, the power coming to the radio should be 13.9 to 14.5 Volts DC, then the power supply is most likely bad and the power supply will have to be changed out with a spare unit and placed back in service. This repair work will need to be done as quickly as possible because if the telemetry is not working at the site or sites, checks will have to be made daily until the telemetry is back on line and working properly. To manually check a Communication Alarm; turn radio off inside cabinet and wait for W.W.T.P. operator to call and confirm that the alarm was received. After confirmation of alarm being received turn radio back on and wait for confirmation from operator on duty that alarm has cleared and radio is back to proper operation. Record events and continue with checks of system. Page 8 Generator Run Alarm; the best way to check this alarm is to actually start the generator and let it run until the alarm is received at the W.W.T.P. When plant operator has called and notifies personnel at the site that generator run alarm has been received, then shut the generator down and wait for alarm to clear at W.W.T.P. Once the alarm clears, make sure all equipment is back to normal operating conditions and everything is secure before leaving area. Float Alarms/Bar Screen, Wet Well, Dry Well; All float alarms will be checked in like manner at all stations. Manually raise float up, and leave in this position until alarm is received at W.W.T.P. and you are notified that the alarm has been received. Once alarm is shown to be working lower float back down to normal position and wait for alarm to clear. During periods of high flows at lift station, personnel may check, the wet well alarm float by turning off the pumps and allowing the wet well to fill up and let the alarm operate as it normally would in a high flow situation or a pump outage. Observe for stiffness in float leads to make sure that the float will operate properly. If the leads get stiff the float may not operate correctly. Over time floats, especially in wet wells, will tend to do this and they will have to be replaced. Do not leave the site unattended at any time while the pumps are off and be attentive at all times and DO NOT let the station overflow. When the alarm is deemed to be working properly turn pumps back on and wait for alarm to clear, and pumps to pump down and shut off automatically before leaving site. At any time a float or alarm is found in a non-working condition, it must be repaired as quickly as possible and put back into normal operation. All work / repairs must be recorded in all records necessary. BACK UP POWER SUPPLY; batteries are used for back up power in the event of power failure. These batteries will supply power for a limited time, usually long enough to signal a power failure. They will continue to operate the telemetry for a time until the batteries are discharge to the point that they will not operate any longer. Once the power is restored the batteries will charge back to proper voltage. Batteries can be checked when telemetry checks are made. When power is turned off inside the telemetry cabinet, the telemetry radio should continue to operate indicating batteries are function properly. At this time a power fail alarm should be received at the W.W.T.P. This was covered under Power Failure Alarms. PUMPS; L.S. #1 uses 3 Fairbanks Morse 5"x 8" Figure D5436WD submersible, dry pit, non-clog sewage pumps with dynamically balanced, clockwise impellers trimmed to 1200 GPM @ 190 TDH with 142 H.P. submersible motors, with cooling water jackets, stainless steel casing and impeller wear rings, and 8"x 8" suction elbow, 360T frame with silicon-carbide outer seal, and 25' of power cord. At this time, this station is the only site that uses this type of pump. These pumps require little general maintenance. Personal should listen to the pumps when inspecting or on site for any reason. They may also check the pumps for heat build up by placing their hands on the outside of the pumps in different areas of the outside jacket and feel for heat or warm areas of the jacket. The jacket should feel cool to touch normally. If certain areas feel warm, then these areas should be monitored for an increase in temperatures and if these areas increase in temperature then the pump may have to be removed from service and check for blockage of cooling water to the inside of the jacket. Page 9 Seal Failure Light indication will involve draining oil from the pump seal chamber and flushing, and refilling with the correct mechanical seal oil. The correct oil is Mobile DTE Light. Before oil is drained personnel should ensure that the pump is cool before removing oil fill plugs or oil drain plugs. Failure to do so could result in possible injury to personnel, due to release of pressure build up in seal chamber during operation of motor and pump. After draining oil from seal chamber, it will be necessary to flush out any impurities in seal housing. Flushing may need to be done two or three times before refilling pump and placing back on line. If Seal Failure Light stays on after oil change, seal may need to be replaced. Replacement of seal or any other repair work needed should be done by removing the pump and bringing the pump to the Systems Maintenance shop for any further repairs. Area will need to be cleaned by removal of all rags and removal and proper disposal of used oil before job is considered complete. Submersible pumps Wet Well location; L.S. #12 uses 2 pumps Model EBARA 5 H.P. Submersible grinder pumps rated at 60 GPM, size 2", TDH 83. These pumps grind foreign material as it is being drawn into the pump. This type of pump will have to be checked in a different manner than other pumps because the pump is a submersible type. Maintenance is scheduled on weekly printouts. It is the responsibility of maintenance personnel checking the station to check these items or report to the Maintenance Supervisor when they are due for maintenance. When checking this station the use of an ammeter to check current and amp fluctuation weekly should be performed. If the amps fluctuate greatly, even if they are within pump limits, foreign matter may be blocking the pump. If liquid discharge falls suddenly or pumping capacity slows down visible the grinder assembly may be blocked. Any of these situations will have to be cleared up by removing pump from wet well and clearing blockage. Monthly; measure the insulation resistance by using a Megger. (Trained personnel will perform this only.) A reading of more than 1 mega ohm should be obtained. If the correct reading of more than 1 mega ohm is obtained but the resistance starts to fall rapidly this may indicate trouble and the pump may have to be repaired soon. Every 6 Months; the mechanical seal should be checked every 6 months for water mixed with the oil, or a cloudy mixture of the oil. Any of these problems may indicate that the mechanical seal will have to be replaced. Changing the seal oil yearly may prolong the seal life. These checks will have to be scheduled so as trucks and personnel may be scheduled for these jobs. Consult manufactures books for correct oil to use and capacity needed for pumps and motors. Also a troubleshooting chart is provided to help on most problems. Centrifugal Non Clog Dry Pit Pumps; These pumps are the most commonly used pumps by the City of Asheboro. The type of maintenance performed on all of these types of pumps will for the most part be the same, with the major difference being whether they use packing or mechanical seal or whether they are direct drive or have drive shafts connecting pumps and motors. Page 10 Maintenance schedules are set up according to pump manufactures recommendations. This is based on brand names of pumps. L.S. #2 has 2 Fairbanks Morse vertical non-clog pumps. Size 5"x 8", Figure B5416 with clockwise impellers, T 40 frame, 1400 GPM @ 178 THF; with 100 H.P. motors. Inspections and preventive maintenance are scheduled weekly,monthly, and yearly with major repair being scheduled as needed or recommended. Weekly; On weekly inspections, overall station appearance and equipment will be checked for cleanliness, packing that may need to be tightened, checks of flow meters, all lights and emergency lights are working, diesel heaters, telemetry, sewer chewers, fences, gates, locks, motion detectors, bioxide levels and feed rates of bioxide pumps. All of these checks should be made regularly and anything unusual should be noted, checked out and corrected, and reported to Supervisor and work orders completed before the end of the workday if at all possible. Bi-Weekly; Standby emergency generator should be exercised under load to make sure power is generated and all equipment will operate properly under emergency power. Before start up all fluid levels, belts and batteries should be checked, also the engine heater should be checked before start up to ensure it operating correctly meaning the engine block and radiator should feel warm to touch. All air inlets and outlets should be checked for any obstructions and if any are present they should be removed before start up, also any loose or foreign objects should be removed at this time. All timing sequences should be observed for proper start up and shut down procedures. Also make note that all alarms are working properly to inform Waste Water Plant Operators that a power problem exist, so they can call proper personnel to check out the problem and correct the condition. All readings and comments should be recorded and if any problems with generator, they will be corrected as quickly as possible. Monthly; all bearings should be lightly greased and checked for heating, excessive noise and looseness of bearing in the housing. Any excessive grease that is pushed out of the bearings should be cleaned off and not left on the housing. If the bearing has a plug on the housing, this plug should be removed when delivering new grease into the bearing. This plug should not be replaced, if conditions are acceptable, until the pump or motor has run a sufficient amount of time as to allow the bearings to come up to normal operating temperature. When this occurs, if any grease is in the bearing in excessive amounts this will allow the excess grease to be pushed out and the bearing will not build too much excessive heat. If this cannot be done, then only use 2-3 pumps from the grease gun at a time, followed by a check of the bearing for heating or if any noise is present, listen to see if the noise reduces any. Page 11