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HomeMy WebLinkAboutWQCS00046_Regional Office Historical File Pre 2018' �i ��,,1 Q C S o,0c-)y Inspection Checklist ,7_s � Qf_ � s General Information J.. -Nu mDet` Ul r Ullikr s tntiviis 2. SCADA system PS 3. Telemetry PS I 4. Audible and Visual only a 5. Generators Permanent ► a. Frequency tested:: � Generators Portable A. Quick -connect plugin .Z PS B. Frequency tested Wj Pump stations served 3 by same generator. 6. ORC B-ORC 3"14v LJL; CS - Sewer Use brdinance A?f" °ve-> Enforcements Last Year I FOG Program y Inspections f i' Public ED How ,AAA,. ,a��;,��'' CIP Budget. $ It, f"I Years _ Documentation of a� ;LDS GJY V 6 \ �- &,S � a.+ t 1. Line Cleaning (10%) (0109.0 2. High priority lines (6 mos) 4 jj 3. System observation annual �& 4. ROW mowing 61 (' . ',,p 5, �40�,� Review logs for PS O&M Review PS logs information t,k1,_V_k, I , /KL,— "Qi Non reportable spills Customer complaints Spare parts inventory Ar ��, OI nnmr��n4n Map of Collection System Inspection Checklist Manholes- Lines- Right Of Way- Aerials Manhole location or address Aj Cover present - vent and cover above grade —vent screened Visible signs of overflow / l Sinkholes and depressions Good condition properly seated. Bypass structures or pipes present �— invert in good condition Size inches Pipe capacity 1/4 3/4 diameter. Line free flowing and unrestricted Excessive. grease, roots, or sand Right of Way - location or name of outfall line < Accessible �~ Free of sinkholes or depressions No evidence of leakage - Free of non -utility motorized traffic Aerials -'High Priority lines (,1 Exposed line of ductile material Water crossings and supports in good condom Level of debris on or behind line Free of damage Right of Way mowing records Visual inspection of off street lines General observation of system (annual) Collection System Inspection Checklist Manholes- Lines- Right Of Way- Aerials Manhole location or address Cover present - vent and cover above grade - vent screened c� Visible signs of overflow Sinkholes and depressions Good condition properly seated Bypass structures or pipes present Invert in good condition Sizey inches Pipe capacity 1/4 1/2 3/4 diameter. Line free flowing and unrestricted Excessive. grease, roots, or sand Right of Way - location or name of outfall line Accessible Free of sinkholes or depressions No evidence of leakage Free of non -utility motorized traffic Aerials - High Priority lines Exposed line of ductile material Water crossings -and supports in good condition. Level of debris on or behind line - Free of damage Right of Way mowing records Visual inspection of off street lines General observation of system (annual) i' Collection System Inspection Checklist Manholes- Lines- Right Of Way- Aerials Manhole location or address Cover present - vent and cover above grade -vent screened Visible signs of overflow ✓_. �— Sinkholes and depressions Good condition properly seated v= Bypass structures or pipes present l c� Invert in good condition Size 1 Ninches Pipe capacity/ 1/z 3/, diameter. Line free flowing and unrestricted Excessive. grease, roots, or sand Right of Way - location or name of outfall line i Accessible �.. Free of sinkholes or depressions No evidence of leakage_______ Free of non -utility motorized traLfie'- Aerials -"High Priority lines Exposed line of ductile material " Water crossings.and supports in good condition. Level of debris on or behind Free of damage Right of Way mowing records Visual inspection of off street lines `—`- General observation of system (annual) �-- Pump Station Inspection Checklist Name: Address: # Pumps - �1� CD Working - 0 Run Time - Weather: ¢ YES NO Si na e: Housekeeping: Secure: Wet Well Floats: Debris: Working High Water Float: Telemetry: Audio/Visual: Is alarms stem tested, How often: Inspection Logs: Emergency Power: Type: Portable Onsite Fuel - Schedule/Vender -N Ouick Connect: Testing Schedule: Backflow: Overflow Piping: Bypass Pumping: Inspection Schedule: Comments/ Observations: Pump Station Inspection Checklist Name: � ke— Po �s Address: # Pumps - 1 �? Working - C17 Run Time - Weather: YES NO Si na e: Housekeeping: Secure: / Wet Well Floats: Debris: Working High Water Float: Telemetry: SC AudioNisual: Is alarms stem tested, How often: L, ) Inspection Logs: Emergency Power: Type: Portable .,,:--bnsiteD Fuel ScheduleNender - Ouick Connect: Testing Schedule: Backflow: Overflow Piping: Bypass Pumping: Inspection Schedule: Comments/ Observations: Pump Station Inspection Checklist Name: Address: # Pumps - 1 �? Working - 1 c� Run Time - _I Weather: % C ��✓ YES NO Si na e: Housekeeping: Secure: Wet Well Floats: Debris: Working High Water Float: Telemetry: CADA: AudioNisual: Is alarms stem tested, How often: Inspection Logs: Emergency Power: Type: ortab Onsite Fuel - ScheduleNender - Ouick Connect: Testing Schedule: Backflow: Overflow Piping: Bypass Pumping: Inspection Schedule: Comments/ Observations: Pump Station Inspection Checklist Name: ,Ca Address: # Pumps - 1 Q Working - 1 Run Time - -1 Weather: �5 YES NO Si na e: Housekeeping: J Secure. - Wet Well Floats: Debris: Working High Water Float: Telemetry: Audio/Vk ual: Is alarms stem tested, How often: Inspection Logs: Emergency Power: Type: o le Onsite Fuel - Schedule/Vender - Ouick Connect: Testing Schedule: Backflow: Overflow Piping: / Bypass Pumping: Inspection Schedule: Comments/ Observations: .(L( ` p F- Pump Station Inspection Checklist Name: Address: # Pumps - 1� Working - Run Time - O r � Weather: r✓�e.�� YES NO Si na e: Housekeeping: Secure: Wet Well Floats: Debris: Working High Water Float: Telemetry: Auc7i6Nisual: Is alarms stem tested, How often: Inspection Logs: �. Emergency Power: �~ Type: Portable ensite Fuel - 49-e,!;, ScheduleNender - ' 0,, °>-t� Ouick Connect: e Testing Schedule: tom✓ Backflow: Overflow Piping: Bypass Pumping: Inspection Schedule: Comments/ Observations: &�N W, Neal 5 r-a { ioo G.f �NF11W ERA North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins , .:,4.,ry:elf ree nan i Governor Director�y`reretary ' r April 16, 2009 Mr. Gerald E. Hatton, P.E., City Engineer City of Belmont 115 N. Main Street Belmont, North Carolina 28012 Dear Mr. Hatton: APR 1 7 2009 Subject: Withdrawal of A lication Package a Iisiharge ' m` p 'ca i n1 - , , n, rm,"ORRAW West Outfall Sewer Improvements Gaston County Per your request, received by the Division on April 9, 2009, the Construction Grants and Loans Section is returning your permit application and associated documents for the proposed West Outfall Improvements. If you have any questions concerning this matter, please contact me at (919) 715-6206. Sincerely, Seth Roberttson, P.E., upervisor Construction Grants and Loans Section Desigm Management Unit bsr/dr Enclosure cc: �1Vioor"'esvil°leReg>on`l ff!c Daniel Blaisdell, P.E. ARRA File 1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One Location: 2728 Capital Blvd. Raleigh, North Carolina 27604 �TOrth�arOlina Phone: 919-733-6900 \ FAX: 919-715-6229 \ Customer Service:1-877-623-6748 Internet: www.ncwaterquality.org An Equal Opportunity \ Affirmative Action Employer (1 Ir c on RECEIVED DIVISION OF WATER QUALITY FEB 11 20 i1 Swp P`.-i. 310 Ii OORESVILLE REGIONAL OFFICE CITY OF BELMONT COLLECTIONS ANNUAL REPORT 2010 WQCS00046 RECEIVED DIVISION OF wATER QUALITY CITY OF BELMONT COLLECTIONS PERFORMANCE REPORT FOR 2010 Responsible Entity: Barry L. Webb, City Manager Person in Charge/Contact: Gary Gallagher, Collections ORC Permit: WQCS00046 Description of Collections System FEB 11 2011 SwP SECTION MOORESVILLE REGIONAL OFFICE The City of Belmont maintains a collection system that consists of 75 miles of gravity lines. The collection lines we maintain range in size from 6" to 24" in diameter. The City of Belmont reports any and all overflows from our collections system to NCDWQ immediately. Performance: Overflow's reported for January to December 2010 January 25, 2010 Sixth Street at Aerial Right of Way 240 gallons February 5, 2010 manhole at Stowe Lift Station 192 gallons February 17, 2010 Force main at 613 North Street 480 gallons March 1, 2010 manhole at Cason Lift Station 800 gallons March 3, 2010 sewer line in front of Lowes Home Improvements 150 gallons April 5, 2010 manhole at end of First Street at railway 560 gallons April 21, 2010 right of way in front of Lowes Home Improvements 536 gallons May 25, 2010 Ferrell Ave. right of way manhole at railroad tracks 450 gallons June 28, 2010 Ferrell Ave. right of way manhole at railroad tracks 500 gallons July 10, 2010 Force Main at 105 Hugh Street 3600 gallons August 24, 2010 41 Eleventh Street 224 gallons October 17, 2010 right of way beside Lowes Home Improvements 960 gallons November 11, 2010 103 Sacco Street 800 gallons November 29, 2010 4080 Belle Meade Circle manhole at Lift Station 456 gallons December 23, 2010 5016 Graystone Estates Drive 780 gallons Notification: A copy of this report has been place on the City of Belmont's website, www.cityofbelmont.or . Inquires, questions or concerns may be addressed to Mr. Gary Gallagher, at City of Belmont Public Works, 1401 East Catawba Street, Belmont, NC 28012, telephone number 704-901-2072. Certification: I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further understand that this report has been made available to the users or customers of the City of Belmont's collection system. Responsible Person Title: City Manager Entity: City of Belmont Date FEB 1* 4 2011 1NOBOG RECEIVED DIVISION OF WATER QUALITY MAR 0 2 2011 ,9�vP'GLEOYION CITYOF BELMONT MOORESViLLE REGIONAL OFFICE COLLECTIONS ANNUAL REPORT 2010 WEk,CxwS%0Gff46 I CITY OF BELMONT COLLECTIONS PERFORMANCE REPORT FOR 2010 Responsible Entity: Barry L. Webb, City Manager Person in Charge/Contact: Gary Gallagher, Collections ORC Permit: W QCS00046 Description of Collections System The City of Belmont maintains a collection system that consists of 75 miles of gravity lines. The collection lines we maintain range in size from 6" to 24" in diameter. The City of Belmont reports any and all overflows from our collections system to NCDWQ immediately. Performance: Overflow's reported for January to December 2010 January 25, 2010 Sixth Street at Aerial Right of Way 240 gallons February 5, 2010 manhole at Stowe Lift Station 192 gallons February 17, 2010 Force main at 613 North Street 480 gallons March 1, 2010 manhole at Cason Lift Station 800 gallons March 3, 2010 sewer line in front of Lowes Home Improvements 150 gallons April 5, 2010 manhole at end of First Street at railway 560 gallons April 21, 2010 right of way in front of Lowes Home Improvements 536 gallons May 25, 2010 Ferrell Ave. right of way manhole at railroad tracks 450 gallons June 28, 2010 Ferrell Ave. right of way manhole at railroad tracks 500 allons July 10, 2010 Force Main at 105 Hugh Street 3600 gallons FEB 14 2011 r Y r August 24, 2010 41 Eleventh Street 224 gallons October 17, 2010 right of way beside Lowes Home Improvements 960 gallons November 11, 2010 103 Sacco Street 800 gallons November 29, 2010 4080 Belle Meade Circle manhole at Lift Station 456 gallons December 23, 2010 5016 Graystone Estates Drive 780 gallons Notification: A copy of this report has been place on the City of Belmont's website, www.cityofbelmont.or� . Inquires, questions or concerns may be addressed to Mr. Gary Gallagher, at City of Belmont Public Works, 1401 East Catawba Street, Belmont, NC 28012, telephone number 704-901-2072. Certification: I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further understand that this report has been made available to the users or customers of the City of Belmont's collection system. C Responsible Person Title: City Manager Entity: City of Belmont /� --� �F-cq (/ - Date t'ayx„ �+ � 'r*x �wy.� .I d�•p _,� ,5 r rv,`1 p J! � A a CITY OF BELMONT COLLECTIONS PERFORMANCE REPORT FOR 2009 Responsible Entity: Barn Le Webb, City Manager Person in Charge/Contact: Gary Gallagher, Collections ®RC Permit: WQCS0046 Description of Collections System The City of Belmont maintains a collection system that consists of 75 miles of gravity lines. The collection lines we maintain range in size from 6" to 24" in diameter. The City of Belmont reports any and all overflows from our Collections system to NCDWQ immediately. Performance: Overflow's Reported for January to December 2009 February 5, 2009 Pebble Creek Lift Station 720 gallons April 8, 2009 Manhole located beside Lowe' and Wal-Mart 4800 gallons April 9, 2009 Manhole located beside Lowe's 480 gallons April 22, 2009 2099 Pebble Creek Dr. 1280 gallons April 30, 2009 6831 Wilkinson Blvd. 1440 gallons May 1, 2009 110 Point Crossing 480 gallons May 1, 2009 313 Julia Ave. 720 gallons July 14, 2009 96 East Catawba St. 600 gallons September 19, 2009 81 McAdenville Rd. 1200 gallons Notification: A copy of this report a been place on the City of Belmont's website, t<<vti���: it��rsfSeirE�crt .os g . Inquires, questions or concerns may be addressed to Mr. Gary Gallagher, at City of Belmont Public Works, 1401 East Catawba Street, Belmont, N.C. 28012, telephone number 704-901- 2072. Certification: I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I futher that this report has been made available to the users or customers of the City of Belmont's collection system. Responsible Person Title: City Manager Entity: City of Belmont ®ate Belmont TP Subject: Belmont TP From: John Lesley <john.lesley@ncmail.net> Date: Mon, 26 Jan 2009 15:25:12 -0500 To: Jackie Nowell <Jackie.Nowell@ncmail.net>, Dana Folley <Dana.Folley@ncmail.net> CC: Rob Krebs <Rob.Krebs@ncmail.net>, Lon Snider <Lon.Snider@ncmail.net>, Barbara Sifford <Barbara. Sifford@ncmail.net> The City of Belmont is feeding sodium phosphate (Cascade Dishwasher Detergent) to control grease and odor at their 16 pump stations. They are feeding 15-20 lbs at each pump station each Monday, Wednesday, and Friday (approximately 240-320 lbs three times per week). The MSDS sheet indicates that Cascade Dishwasher Detergent is mostly sodium phosphate with some caustic, surfactants, and defoaming agent. I recommended that the City investigate the WWTP impacts/pass through of TP and find alternative means of grease removal for the pump stations.. JL John Lesley - John.Lesley@ncmail.net North Carolina Dept. of Environment & Natural Resources Div. of Water Quality 610 E. Center Ave., suite 301 Mooresville, NC 28115 Ph: (704) 663-1699 Fax: (704) 663-6040 1 of 1 1/26/2009 4:03 PM CITY OF BELMONT CIP ID No. Capital Improvement Expense Name Total Cost Fund SourceR W-2003-01 Lincoln Street Water Main Replacement $ 175,000 Water/Sewer Fund $ W-2003-02 Southern Street Water Main Replacement $ 100,000 Water/Sewer Fund $ W-2003-03 Hall Park Neighborhood Water Main Replacements $ 520,000 Water/Sewer Fund $ W-2003-04 Peach Orchard Neighborhood Water Main Extensions $ 225,000 Water/Sewer Fund $ W-2003-05 South Point Road Water Main Extension $ 285,000 Water/Sewer Fund $ W-2003-06 Bryant Street Water Main Replacement $ 25,000 Water/Sewer Fund $ W-2003-07 Southfork Neighborhood Water Main Replacements $ 200,000 1 Water/Sewer Fund $ Division Totalsl $ 1,530,000 $ WATERTREATMtNTDIVISIO'N' CIP ID No. Capital Improvement Expense Name Total Cost Fund Source WT-2003-01 Backwash Pump Addition $ 232,000 Water/Sewer Fund $ WT-2003-02 SCADA for Chemical Storage Tanks $ 60,000 Water/Sewer Fund $ WT-2003-03 Chemical Bulk Storage Tank Replacements $ 94,000 Water/Sewer Fund $ WT-2003-04 Break Room, Office, and Laboratory Additions/Remodeling $ 127,000 Water/Sewer Fund $ WT-2003-05 Water Plant Building Window Replacements $ 87,000 Water/Sewer Fund $ WT-2003-06 Raw Water Intake Improvements/Replacement $ 500,000 Water/Sewer Fund $ WT-2003-07 Supplemental Raw Water Transmission Main $ 300,000 Water/Sewer Fund $ WT-2003-08 Water Plant Emergency Generator Replacement $ 250,000 Water/Sewer Fund $ WT-2003-09 Raw Water Intake Emergency Generator Replacement $ 150,000 Water/Sewer Fund $ WT-2003-10 South Belmont Elevated Tank $ 860,000 Water/Sewer Fund $ WT-2003-11 Tube Settlers Replacements - Basins 5 thru 10 $ 220,000 Water/Sewer Fund $ Division Totals $ 2,880,000 $ CIP ID No. Capital Improvement Expense Name Total Cost Fund Source F WW-2003-01 West Outfall Sewer Replacement $ 90,000 Water/Sewer Fund $ WW-2003-03 West Outfall Sewer Improvements $ 800,000 Water/Sewer Fund $ WW-2003-04 North Outfall Sewer Repair $ 60,000 Water/Sewer Fund $ WW-2003-07 Bryant Street Sewer Replacement $ 25,000 Water/Sewer Fund $ WW-2003-08 Sacco Street Sewer replacement $ 60,000 Water/Sewer Fund $ WW-2003-09 Southfork Neighborhood Sewer Replacement $ 300,000 Water/Sewer Fund $ WW-2003-10 Jackson Avenue Sewer Replacement $ 125,000 Water/Sewer Fund $ WW-2003-11 Southwest Outfall Sewer Extension $ 1,650,000 Water/Sewer Fund $ WW-2003-12 Sewer Pumping Truck $ 225,000 Water/Sewer Fund $ WW-2003-13 I Public Works Garage (1/2 W&S Dept) $ 1,650,000 Loan - 20 Year Term $ Division Totals $ 4,985,000 $ CIP ID No. Capital Improvement Expense Name Total Cost Fund Source WWT-2003-01 Point Crossing Lift Station Capacity Improvements $ 200,000 Water/Sewer Fund $ WWT-2003-02 Eastwood Lift Station Capacity Improvements $ 200,000 Water/Sewer Fund $ WWT-2003-03 Wastewater Plant Grit Collector Equipment Replacement $ 84,000 Water/Sewer Fund $ WWT-2003-04 Eastwood Lift Station Emergency Generator $ 100,000 Water/Sewer Fund $ WWT-2003-05 Stowe Lift Station Emergency Generator $ 100,000 Water/Sewer Fund $ WWT-2003-06 Pebble Creek Lift Station Emergency Generator $ 50,000 Water/Sewer Fund $ WWT-2003-07 Abbey Place Lift Station Emergency Generator $ 50,000 Water/Sewer Fund $ Division Totals $ 784,000 $ Pag( FY 2003 / 2004 CAPITAL IMPROVEMENTS PROGRAM Y03/04 FY04/05 FY05/06 FY06107 - FY07/08 After FY07/08 175,000 $ - $ - $ - $ - $ - 100,000 $ - $ - $ - $ - $ - $ - $ 520,000 $ - $ - $ - $ - $ - $ - $ 225,000 $ - $ - $ - $ 285,000 $ - $ = 25,000 $ - $ - $ - $ - $ - - $ 200,000 $ - $ - $ - $ - 300,000 $ 200,000 $ 520,000 $ 285,000 $ 225,000 $ - 1(03/04 FY04/05 FY05/06 FY06/07 7FY07108 After FY07/08 232,000 $ - $ - $ - $- $ 60,000 $ - $ - - $ - - $ 94,000 $ - $ - $ - $ - 127,000 $ - $ - $ - $ - $ - 87,000 $ - $ - $ - $ - $ - - $ - $ - $ 50,000 $ 450,000 $ - 30,000 $ 270,000 $ - $ - $ - $ - - $ - $ - $ - $ 250,000 $ - - $ - $ - $ - $ 150,000 $ - - $ 60,000 $ 800,000 $ - $ - $ - - $ - $ 220,000 $ - $ - $ - 476,000 $ 484,0001 $ 1,020,000 $ 50,000 $ 850,000 1 $ - .F'* yl� .f w 3 .+`''� .'T-4'� -,-�'T40�fi"S 3 '�"° `M' si^vf:.° (03/04 FY04/05 FY05106 FY06/07 FY07/08 After FY07/08 90,000 $ - $ - $ - $ - $ - - $ 80,000 $ 720,000 $ - $ - $ - 60,000 $ - $ - $ - $ - $ ' 25,000 $ - $ - $ - $ - $ ' - $ - $ 6,000 $ 54,000 $ - $ - 30,000 $ 270,000 $ - $ - $ - $ - - $ - $ 25,000 $ 100,000 $ - $ - 150,000 $ 1,500,000 $ - $ - $ - $ - 225,000 $ - $ - $ - $ $ - - $ - $ _ $ - $ 150,000 $ 1,500,000 580,000 $ 1,850,000 $ 751,000 $ 154,000 $ 150,000 $ 1,500,000 (03104 FY04/05 FY05/06 FY06/07 FY07108 After FY07/08 20,000 $ 180,000 $ - $ - $ $ - 20,000 $ 180,000 $ - $ - $ $ " " $ - $ 84,000 $ - $ - $ ' 100,000 1 $ - $ - $ $ - $ $ 100,000 $ - $ $ - $ - $ 50,000 $ $ $ $ _ 50,000 $ _ $ _ $ - 190,000 $ 610,000 $ 84,000 $ - 5/14/2003 City of Belmont COLLECTION SYSTEM REPORT JANUARY THROUGH DEi 2000 Responsible Entity: BaayL,, Webb, Cfty Manager FEB 7 20M DENR - WATER QUALITY POINT SOURCE BRANCH Person in Charge/Contact: David W. Isenhour. Public Works Director F E B 16 2001 Wastewater Permit: NC 0021181 N'(cJ,E ;f4V1C rKkif .tyT ANDNAT UkAL RESQURCES Description of Collection System: _ OORESVIL E QaEC-NONAL c€ FICEE The city operates 16 wastewater lift -stations. Each station is equipped with two pumps, which operate alternately. The dual pump system offers a backup pump if one goes down. The high flow stations also have backup generators for operating when main power is lost. Each station has both audible and telemetric alarms, which alert plant personnel of impending system failures. Plant personnel are available twenty-four hours each day. Performance: March 24, 2000 A cracked sewer line released approximately 3,000 gallons. The location was between Eff&Fy ,kveniie__ d-earls Rbad.—lake release was stopped and the line repaired at 7:40pm. Lime was applied to the site. The spill did not reach a conveyance. The event was reported to the North Carolina Division of Environmental Management, Water Quality Section. April 10, 2000 The control panel fuse at the 1L,6 �C oss g: LikStation blew -out resulting in loss of power to the system pumps. Approximately 2,700 gallons of wastewater was released from the station. The flow entered a tributary of the Catawba River. The event began at 11:30 a.m. and was corrected at 11:55 a.m. The site was cleaned and lime was applied. The event was reported to the North Carolina Division of Environmental Management, Water Quality Section. April 21, 2000 A cracked sewer line released approximately 144 gallons of wastewater into a tributary of the Catawba River. The rupture was a small one. The location was off the comer of r1.--Wilks�Y�d_ as�d Iae-FA7e.--First notice was received at 3:24 p.m. The line was � repaired by 8:50 p.m The work requ_ f ired specialized equipment. The event was reported to the North Carolina Division of Environmental Management, Water Quality Section. June 27, 2000 A loss of power at the Clay Street Lift Station resulted in the release of approximately 1,970 gallons of wastewater into a tributary of the South Fork River. A truck hit a power pole, which disrupted power to the lift station's pumps. The incident began at 3:15 p.m. and the release stopped at 3:45 p.m. The event was reported to the North Carolina Division of Environmental Management, Water Quality Section. October 5, 2000 A manhole in the right-of-way off Highway 74 and between the intersection of Park Street and the intersection of North Main Street and Highway 74 released approximately 54,000 gallons of wastewater into a tributary of the Catawba River as a result of foreign objects blocking the line. The incident is believed to have been caused by Vandals. First notice was received at 8:00 a.m. The overflow was stopped by 9:45 a.m. The area was cleaned and lime was applied: The incident was reported to the North Carolina Division of Environmental Management, Water Quality Section. November 25, 2000 A control fuse at the Poi -Cto 7s lilew out causing a release of approximately 6,860 gallons of wastewater into a tributary of the Catawba River. A starter in the system may have blown the fuse. The starter was cleaned and lubricated and the control fuse was replace. The event began at 2:25 p.m. and the release was stopped by 2:45 p.m. The area was cleaned and lime was applied. The incident was reported to the. North Carolina Division of Environmental Management, Water Quality Section. Notification Pursuant to North Carolina House Bill 1160, a press release was sent for each required incident. A public notice was given where required. Copies of either are on file at the city hall. Inquires may be addressed to Mr. David Isenhour, Public Works Director at The City of Belmont P.O. Box 431 Belmont, NC 28012, telephone number 704 825- 0506. Certification I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further certify that this report has been made available to the users or customers of the named system and that those users have been notified of its availability. Re spo sible Person 61,7�4y L- Jcvd Title C,-ry M lw(9 e7z Entity C, ry cr CcZ,4No, -r ZS Date e .�.kv_u r� A` f ;orr�Jisc"�Giv Comi', City of Belmont COLLECTION SYSTEM REPORT 2083 January through December NC UEP T. OF EWRONMEW AND MATURAL RESODRCE8 V&00€d�SVILLE�PEdBomAa.amcE 14" �r ���rk�r'� F` F F F'2 8 2003 Responsible Entity: Barry L. Webb, City Manager Person in Charge/Contact: David W. Isenhour, Public Works Director n �n nu�C Collection System Permit: WQCS.0a:0�A/�'� Description of Collection System: Kgc/u The city operates 16 wastewater lift -stations. Each station is equipped with two pumps, which operate alternately. The dual pump system offers a backup pump if one goes down. The high flow stations also have backup generators for operating when main power is lost. Each station has both audible and telemetric alarms, which alert plant personnel of impending system failures. Plant personnel are available twenty-four hours each day. PERFORMANCE: January 23, 2002 Heavy sustained rains caused approximately 9,000 gallons of untreated wastewater and storm -water to overflow from the low point in the west outfall. The location w451i 1° ti— line Sfr_6e17: The flow went into a tributary of the Catawba River. The overflow was observed at 7:30 a.m. and had stopped by 1:30 p.m. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. August 8, 2002 A break in a segment of force main released approximately 46,800 gallons of wastewater. The location was at the intersection of J_ula_Ave_and_Htige St: in—Be-lmonft=_ The incident began at 5:10 p.m. and was corrected by 11:30 p.m. The release went into a tributary of the South Fork River. The very dry condition of the ground with its contractions is believed to have caused the break. The area was cleaned and North Carolina Division of Environmental Management, Water quality Section was notified. September 5, 2002 A blocked sewer line caused a spill of untreated wastewater of approximately 4,800 gallons. The spill occurred offofil�iliway-74-bew� e"en`Iarleet"t3M'azSf It was estimated to have begun at 12:00 a.m. and was stopped by 8:30 a.m. The flow went into Abbey Creek. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. October 11, 2002 Heavy sustained rains caused approximately 7;000 gallons of untreated wastewater and storm -water to overflow from the low point in the west outfall. The canon s�140 :.ire Street. The flow went into a tributary of the Catawba River. The overflow was estimated to have begun at 2:00 a.m. and had stopped by 8:30 p.m. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. November 13, 2002 A sludge digester was overfilled causing 31,600 gallons of digested sludge to hit the ground. Spill dikes were erected and only 300 gallons reach the storm drains. This occurred at the wastewater treatment plant on 298 Parkdale Dr. The spill was observed at 10:30 p.m. and the flow had stopped by 12:00 a.m. November 14. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. December 5, 2002 Heavy sustained rains and ice caused power outages throughout the city. Several lift - stations without generators overflowed before pump trucks could be called out. The spill areas were, �C:athed'r'=al Dr. '2,880-'g913ns of untreated wastewater and st©rm :wader; Claps P kway,~4- 8"00 �ga1'lons and; Po nt_ z osszng, 2 400: ealldnns+ The areas were cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. NOTIFICATION Pursuant to North Carolina House Bill 1160, a press release was sent for each required incident. A public notice was given where required. Copies of either are on file at the city hall. Inquires may be addressed to Mr. David Isenhour, Public Works Director at The City of Belmont P.O. Box 431 Belmont, NC 28012, telephone number 704 825- 0506. - CERTIFICATION I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further certify that this report has been made available to the users or customers of the named system and that those users have been notified of its availability. Z054 R sp Bible Person Title: City Manager Entity: City of Belmont Z < o ®3 Da e Responsible Entity: City of Belmont COLLECTION SYSTEM REPORT 2004 January through December Berry L. Webb, City Manager Person in Charge/Contact: David W. Isenhour. Public Works Director Collection System Permit: MCS00046 Description of Collection System: FEB 1 8 2005'� GE -; Vr (ER C?UALITY I PO T S4tJE rl i,,, rbCH I The City operates 17 wastewater lift -stations. Each station is equipped with two pumps, which operate alternately. The dual pump system offers a backup pump if one goes down. The high flow stations also have backup generators for operating when main power is lost. Each station has both audible and telemetric alarms, which alert plant personnel of impending system failures. Plant personnel are available twenty-four hours each day. PERFORMANCE January 15, 2004 A tree fell and broke an aerial sewer line in the 200a' block of W. Woodrow Ave. Approximately 10,000 gallons went into an unknown tributary of the South Fork River. The area was cleaned by the City's water and sewer department. The incident was reported to the North Carolina Division of Environmental Management —Water Quality Section. February i, 2004 Heavy rains and root intrusion, in the 200 block of 9m street, lead to a sewer overflow of approximately 2,000 gallons into the Catawba River. The area was cleaned by the City's water and sewer department. The incident was reported to the North Carolina Division of Environmental Management —Water Quality Section. May 12, 2004 Debris, including a sheet, rags, and a bicycle frame, caused a sewer line blockage and wastewater overflow of approximately 13,000 gallons. The overflow occurred in the back yard of 505 51(h street extension. The flow entered the Backwater Creek. The area was cleaned by the City's water and sewer department. The incident was reported to the North Carolina Division of Environmental Management —Water Quality Section. �� a .. .. .s April to August There were no reportable system overflows. September 3, 2004 Debris, including shop rags, caused a sewer line blockage and wastewater overflow at 312 Julia Ave. An estimated 100 gallons entered into a tributary of the South Fork River. The area was cleaned by the City's water and sewer department. The incident was reported to the North Carolina Division of Environmental Management —Water Quality Section. October 3, 2004 A Partial sewer line blockage and heavy sustained rains lead to a manhole overflow at 759 Cason Street. Approximately 500 gallons of wastewater entered into a tributary of the Catawba River. The line was flushed. The area was cleaned by the City's water and sewer department. The incident was reported to the North Carolina Division of Environmental Management —water Quality Section. October 27, 2004 Grease blockage of a section of sewer line, located at 13 Limestow Dr., caused a wastewater overflow of approximately 750 gallons, which entered into the Catawba River. The section of line was cleaned and flushed. The area was cleaned by the City's water and sewer department. The incident was reported to the North Carolina Division of Environmental Management —Water Quality Section. NOTIFICATION Pursuant to North Carolina House Bill 1160, a press release was issued when required for each incident. A public notice was issued when required. Copies of either are on file at the City Hall. Inquires may be addressed to Mr. David Isenhour, Public Works Director at The City of Belmont P.O. Box 431 Belmont, NC 28012, telephone number 704 825- 6506. CERTIFICATION I certify under penalty of law that this report is complete and accurate to the best of my lmowledge. I further certify that this report has been made available to the users or customers of the named system and that those users have been notified of its availability. r Y A --T— Responsi erson Date Title: Cify Manager Entity: City of Belmont City of Belmont COLL N SYSTEM REPORT 2005 January through ]December 6-ffs�(b _ a ool j.w tt rn AND WAR 2 4 2006 Responsible Entity: Barry L. Webb, City Manager Person in Charge/Contact: David W. Isenhour. Public Works Director 1 Collection System Permit: WQCS00046 VI r�'® `� Y SECTION Description of Collection System: The city operates 17 wastewater lift -stations. Each station is equipped with two pumps, which operate alternately. The dual pump system offers a backup pump if one goes down. The high flow stations also have backup generators for operating when main power is lost. Each station has both audible and telemetric alarms, which alert plant personnel of impending system failures. Plant personnel are available twenty-four hours each day. PERFORMANCE: May 10, 2005 Debris in the sewer line (two basketballs) caused approximately 6,000 gallons of untreated wastewater to overflow from the a sanitary sewer manhole at Reid Ball Park off Stucco Street. The flow went into a tributary of the Catawba River. The overflow was observed at 11:00 a.m. and was stopped by 11:30 a.m. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. November 10, 2005 A break in a segment of the water line flooded the Eastwood sewer lift -station with approximately 800 gallons of potable water. The sudden water volume resulted in an overflow condition at the lift -station. The location of the overflow was 360 Eastwood Dr. The incident began at 12:11 p.m. and was corrected by 1:00 p.m. The release went into a tributary of the South Fork River. The area was cleaned and North Carolina Division of Environmental Management, Water quality Section was notified. December 5, 2005 , Heavy sustained rains resulted in a sanitary sewer manhole overflow at 140 Vine Street in Belmont NC. Approximately 4,320 gallons went into a tributary of the Catawba River. We overflow was observed at 5� 30p.m. and ended at 8:30 p.m. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. December 15, 2005 Heavy sustained rains and ice caused approximately 10,000 gallons of untreated wastewater and storm -water to overflow from the Duncan Street lift -station. The flow entered a tributary of the SouthFork River. The overflow was estimated to have begun at 2:15 p.m. and had stopped by 8:00 p.m. December Ie. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. December 19, 2005 A sewer line break on Bryant Street in Belmont, NC released an estimated 1,000 gallons into a tributary of the South Fork River. The spill was observed at 9:30 a.m. and the line repaired by 11:45 a.m. The area was cleaned and the North Carolina Division of Environmental Management, Water quality Section was notified. NOTIFICATION Pursuant to North Carolina House Bill 1160, a press release was sent for each required incident. A public notice was issued when required. Copies of either are on file at the city hall. Inquires may be addressed to Mr. David Isenhour, Public Works Director at The City of Belmont P.O. Box 431 Belmont, NC 28012, telephone number 704 825- 0506. CERTIFICATION I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further certify that this report has been made available to the users or customers of the named system and that those users have been notified of its availability. onsible Person itle: City Manager Entity: City of Belmont City of Belmont WASTEWATER TREATMENT PLANT PERFORMANCE REPORT 2005 January through December Responsible Entity: Barry L. Webb City Mana er Person in Charge/Contact: David W. Isenhour. Director of Public Works NPDES ]Permit: NCO021181 Description of Wastewater Treatment Plant: The city operates and maintains a 5 million -gallons -per -day (MGD) extended aeration plant. It has an automatic bars -screen with an emergency bypass channel, dual train aeration basins and dual train secondary clarifiers. The disinfecting system is comprised of duel vacuum feed chlorinators for use with 1-ton chlorine cylinders. The chlorine contact chamber has a 30-minute detention time for an effluent flow rate of 5 MGD. Effluent chlorine residual is removed with sulfur dioxide from a dual vacuum feed system supplied with two 150- pound S02 cylinders. Sludge is conditioned in one of two aerobic digesters with combined capacity of 500,000 gallons. The plant also utilizes a 1.5 million gallon sludge holding tank. PERFORMANCE January 28th-30th The weekly value for effluent fecal coliform was reported at 763 cfu per 100 milliliters instead of the limit of 400 cfu per 100 milliliters. The North Carolina Department of Environment and Natural Resources issued a "Notice of Violation". February to June All NPDE permit parameters' monthly averages were in compliance. July Effluent pH fell to 5.91 s.u., instead of the limit value of 6.0 s.u., for a brief period on July 5a'. Plant operators added lime to adjust the pH. The discrepancy was reported to the State. The North Carolina Department of Environment and Natural Resources issued a "Notice of Violation". August to December All NPDE permit parameters' monthly averages were in compliance. NOTIFICATION Pursuant to North Carolina House Bill 1160, a copy of this report is on file at City Hall. Inquires may be addressed to Mr. David Isenhour, Director of Public Works, at The City of Belmont P.O. Box 431 Belmont, NC 28012, telephone number, 704 825-0506. CERTMCATTON I certify under penalty of law that this report is complete and accurate to the best of my knowledge. I further certify that this report has been made available to the users or ;customers of the n ed s stein and onsible Person Title: City 1Vianager Entity: City of Belmont that those users have been notified of its availability. / 2- c0,6 Dat EFFLUENT NPDES PERMIT #: NCO021181 DISCHARGE No. 001 MTH : Jan -Dec YEAR: 2005 FACILITY NAME: City of Belmont WWTP SAMPLE PERMIT CLASS: IV COUNTY: Gaston OPERATOR IN RESPONSIBLE CHARGE: PATRICK A. WAITERS GRADER Mcm. (704) 825 3791 CERTIFIED LABORATORIES: City of Belmont #127 Shealy Environmental Services, Inc. CHECK BOX IF ORC HAS CHANGED: PERSON COLLE G SAMP: Ralph Douglas /� MaB ORIGINAL and ONE COPY to: � . _1L r �Q % AM. CENTRAL FILES X DIV. OF ENVIRONMENTAL MANAGEMENT TY DIWR BY THIS SIGNATUlt I CEIYIIFY THAT THIS RFPOR'1' IS P.O. BOX:9535 ACCURATE AND COMPLE'1'); TO THE BLAST ON MY KNOWLEDGL. RALMUH, NU 27626U535 50050 1080101 00400 15060 1 00310 100,610 00530 3fl616 00300 00600 00665 FI.i)W ao W BB O W F vnc vnc vmr xer_n n... r• a rr Mntr. mv_n rfl. MG/L 1 MG/L MG/L TGP38 1 MG/L 1 217 1 241 Yi 1.3671 9.61 6.231 0.591 12.091 0.271 16.11.1 _ 1&s1 &4ul BaauJ y.VZI rA051 _s.rsvl 1 6.1 MIIVIIVIUM1 1.04MI 9.601 &91L 0.44 2.05f 0.271 5.601#1 2.001 6.611 16.491 10.721 1 2.23 Monthly Umit 5.0000 6/9 1 --1 30.00 1 30.0 200.0 INFLUENT PAGE 4 NPDES PERMIT #: NC0021181 DISCHARGE # 001 MTH: Jan -Dec YEAR: 2005 FACILITY NAME: City of Belmont WWTP Sample Permit # IV COUNTY: Gaston OPERATOR IN RESPONSIBLE CHARGE: PATRICK A. WAITERS GRADE 4 PHONE: (70M5-1179 CERTIFIED LABORATORIES:Q) City of Behwnt WWTP #127 Shealy Environmental Services Inc. NPDES PERMIT #: NCO0211 11 MONTH: Jan - Dec 2005 FACILITY NAME: CITY OF EELMONT WINTP COUNTY Gaston STREAM: CATAWBA RIVER STREAM: Catawba River LOCATION: US HIRlY 74 AT BRIDGE LOCATION: 1 Mile from Plt. Discharge DOWNSTREAM UPSTREAM LUNU I tKM MONITORING :)TW Name: )ES Permit XR: 2005 City of Belmont WWTP # NCO021181 Sample Location: EFFLUENT Readinas in mall te Flow MGD Zn mg/L Cu mg/L Cd mg/L Cr mg1L Hg nglL Ni mg/L Pb mg1L Cn mg/L Ag mg1L TKN mglL Mo mg1L Se mglL mg1L T-N (avg) mg/L T-P (avg) mg1L 1 1.173 0.11 0.010 <0.002 <0.005 11.30 <0.010 <0.003 <0.010 <0.005 2.00 <0.040 <0.005 <0.005 15.00 13.40 b 6.65 it 1.645 0.18 0.020 <0.002 <0.005 20.70 <0.100 <0.003 <0.100 <0.005 5.30 <0.040 <0.005 <0.005 12.20 5.10 it 2.291 0.15 0.022 0.002 0.005 0.01 <0.003 0.012 <0.005 4.3 <0.040 <0.005 <0.005 17 8.15 10.70 1 d 1 1.24 0.13 0.022 <0.002 <0.005 6.86 <0.010 <0.003 0.014 <0.005 1.65 <0.040 <0.005 <0.005 15.50 6.25 :t 10 1.16 0.12 0.015 <0.002 <0.005 7.46 <0.010 <0.003 <0.010 <0.005 0.70 <0.040 <0.005 <0.005 19.00 9.10 C !a/ 7.509 0.69 0.089 0.01 0.025 63.57 0.14 0.015 0.146 0.025 13.95 <0.200 <0.025 <0.025 78.7 42 Fes 5 5 5 5 5 6 5 5 5 5 5 <5.000 <5.000 <5.000 5 5 W. 1.5018 0.138 0.0178 0.002 0.005 10.595 1 0.028 0.003 0.0292 0.005 2.79 <0.040 <0.005 <0.005 15.74 8.40 ur 2.291 0.18 0.022 0.002 0.005 20.7 0.1 0.003 0.1 0.005 1 5.3 <0.040 <0.005 <0.005 19 13.4 n 1.16 0.11 0.01 0.002 0.005 6.55 0.01 0.003 0.01 0.005 1 0.7 1 <0.040 <0.005 <0.005 12.2 5.1 )ata Below the ( PAL ) Pratical Quantitation Limit will be marked as (<) the reported limit. DQL sheet for limits. ►TW Nam" of Belmont WWTP 1ES Permit : # NC00 1181 D• Inns LUNU 1 tKM MONITORING Sample Location: Readings in mail INFLUENT :e Flow MDG Zn mg/L Cu mg/L Cd mg/L Cr mglL Hg (n1a) Ni mg/L Pb mglL Cn mglL Ag mg/L TKN mg/L MO mg/L Se mglL mg/L T-N (avg) mg/L T-P (avg) mg/L 1 1.379 0.250 0.050 <0.002 <0.005 =,' .y <0.010 0.0063 <0.010 <0.005 80.50 <0.040 0.005 <0.005 0.17 11.50 r 2.049 0.370 0.030 <0.002 0.010 <0.010 <0.003 <0.010 <0.005 25.50 <0.040 <0.005 <0.005 0.13 9.25 2.395 0.440 0.033 <0.002 0.005 <_r.::',a, <0.100 0.003 <0.010 <0.005 29.00 <0.040 <0.005 <0.005 0.08 11.65 i 3 1,198 0.310 0.002 <0A02 <0.005 <0.010 <0.003 <0A10 <0.005 25.00 <0.040 1 <0.005 <0.005 0.12 7.95 9 1.497 0.250 0.070 <0.002 <0.010 3 F }rx3 <0.010 <0.007 <0.010 <0.005 29.00 <0.040 <0.005 <0.005 1.80 9.70 qY y 4 4: al 8.518 1.62 0.185 0.01 0.035 <0.0000 0.14 6.0223 0.05 0.025E25 0.2 0.025 0.025 2.297 50.05 les 5 5 5 5 5 0 5 5 5 5 5 5 5 5 5 7. 1.7036 0.324 0.037 0.002 0.007 #DIV/0! 0.028 0.00446 0.01 0.005 0.04 0.005 0.005 0.4594 10.01 x 2.395 0.44 0.07 0.002 0.01 <0.0000 [<0.0000 0.1 0.007 0.01 0.005 0.04 0.005 0.005 1.8 11.65 n 1.198 0.25 0.002 0.002 0.005 0.01 0.003 0.01 0.005 0.04 0.005 0.005 0.08 7.95 ►ata Below the ( PQL ) Pratical Quantitation Limit will be marked as (<) the reported limit )QL sheet for limits. TW Name: City of Belmont WWTP ES Permit : # NCO021181 LONG ThRIVI MONITORING Sample Location : MaaAinne in mnA WEST AERATION K: e LYV0 Flow MGD 2.423 Zn mg/L 1.9 Cu mg/L 0.44 Cd mg/L <0.002 Cr mg/L 0.039 gn- A F245.1 __ _...a_ ......�.. NI mg/L 0.017 Pb mg1L 0.049 Cn mglL 0.01 Ag mg/L 0.015 TKN mg/L 249 Mo mg1L <0.015 Se mg/L <0.009 As rng/L <0.005 T-N (avg) mglL 15 T-P (avg) mg/L 34 0 3.323 2.395 1 1.4 0.21 0.31 <0.002 0.002 0.018 0.025 0.013 0.012 <0.005 0.037 <0.010 <0.010 0.0064 0.005 57 26.5 <0.040 <0.040 <0.005 <0.005 <0.005 <0.007 11.3 13.5 15.5 25 0 2.859 2.2 0.65 0.002 0.069 0.024 0.071 0.011 0.036 78.5 <0.040 <0.005 0.005 12 32 t r 2.961 1.9 0.74 0.0023 0.056 0.02 0.052 <0.010 0.026 100 <0.040 <0.005 0.0059 16 29 al esM3.323 x rJ1 13.961 8.4 5 1.68 2.2 2.35 5 0.47 0.74 0.21 0.0103 5 <002 <002 <OOZ 0.207 5 0.0414 0.069 0.018 0 0 #DiV/O1 0 0 0.086 5 0.0172 0.024 0.012 0.214 5 0.0428 0.071 0.005 0.051 5 <010 <011 <010 0.0884 5 0.01768 0.036 0.005 511 5 102.2 249 26.5 0.175 5 <.035 <040 <015 0.0289 5 <.006 <009 <005 0.0283 5 <.� <.007 <.005 67.8 5 13.56 16 11.3 135.5 5 27.1 34 15.5 iata Below the ( PQL ) Pratical Quantitation Limit will be marked as (<) the reported limit. )QL sheet for limits.