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HomeMy WebLinkAboutNC0024911_July 2022 to June 2023 System Performance Annual Report_20230829Metropolitan Sewerage District of Buncombe County System Performance Annual Report 2028 Riverside Drive, William H. Mull Building Asheville, North Carolina 28804 General Manager Thomas E. Hartye, P.E. (828) 254-9646 Director of Wastewater Reclamation Facility (WRF) Bart Farmer (ORC) (828) 225-8224 Operations Manager (WRF) Schuyler Taylor (ORC—Back-up) (828) 225-8204 Director of Technical Services (Collection System) Ken Stines (ORC) (828) 225-8244 Director of Construction (Collection System) Mike Stamey, P.E. (ORC-Back-up) (828) 225-8262 Table of Contents I. General Information 3 ------------------------------------------------------------------------------- Plant Location Map with Contours II. Description of Facilities 4 --------- ---------------------------------------------------------------------- Biosolids Production III. Improvements to Facilities 7 ------------------------------------------------------------------------------- WRF Performance Chart Construction Totals (In System Services Division) VI. Performance Measures 11 ------------------------------------------------------------------------------- SSO Report - Monthly Performance Measures SSO Chart SSO's per 100 Miles of Sewer Chart for FY23 Customer Service Response Times Pipeline Maintenance Totals WRF Pollutant Removals V. Certification 19 ------------------------------------------------------------------------------- z System Performance Annual Report Fiscal Year 2023 (July 2022 - June 2023) L General Information --- 11/!!//l�f Ifll111 [EM1 \ YAP P� TM� ,H nEa k A i o Y I . oao��0000�00000 --� a �; aa�00000000000000 000��a000 - , 00 \ - F R E N C H R R 0 A 0 R I V E R Permit Numbers: NPDES Permit # NC0024911 General Storm Water Permit # NCG 110000 COC # NCG 11015 8 Air Quality (ABAQA) Title V Permit # 11-772-18 Collection System # WQCS00004 II. Description of Facilities Collection System —System Services Division In the fiscal year of 2023 (FY23), the Metropolitan Sewerage District provided wastewater service to over 58,900 customers with an estimated population of 271,534. This large service area spans the French Broad River and Swannanoa River Valleys covering about 260 square miles of land. Pipes conveying the wastewater from homes and businesses form an extensive collection system operated and maintained by our System Services Division. With over 1,140 miles of public sanitary sewer lines, 40 pump stations and approximately 33,890 manhole access points; significant manpower and equipment is required. Pipes vary in size from 66" diameter large interceptors down to 6" serving residential communities. Most of the piping within the District is between 50 and 100 years old and requires continual upkeep and/or replacement. Water Reclamation Facility (WRY) The Water Reclamation Facility (WRF) is rated at 40 million gallons per day (MGD) capacity serving most of Buncombe County (Asheville, Biltmore Forest, Black Mountain, Montreat, Weaverville, Woodfin and part of northern Henderson County). In FY23 an average flow of 20.88 million gallons per day were treated with the majority coming from residences. For the year, 7.6 billion gallons were treated with more than one-third coming from Infiltration & Inflow (I&I). That's the industry term for groundwater seeping in from cracks in pipes and manholes or rainwater entering through manhole lids and unauthorized Storm Water connections. The District is continually working to abate this problem. The design of our wastewater treatment system is called "attached growth" relying heavily on 152 rotating biological contactors (RBC's) to do the bulk of treatment. These BBC's provide over 400 acres (about 2.5 acres per unit) of surface area for microorganisms to grow upon. As the backbone of treatment, these microorganisms do the heavy lifting providing the return of clean, safe water back to the French Broad River; our receiving stream. MSD's facility is believed to be the largest RBC plant in the world. 4 II. Description of Facilities WRF Treatment Components Preliminary Treatment Components • Influent Multi -rake Barscreens (2 units, 1/2 inch Bar Spacing, 40 MGD each) with screenings washer/compactor and shaftless screw conveyer • Influent Pumps (3 units) - 35 MGD rated capacity each • Perforated Plate Fine Screens (3 units, 1/4 inch openings, 40 MGD each) with screenings washer/compactor • Vortex Grit Removal (2 units rated at 50 MGD) - Removal Rate 95% of Grit > 140 Mesh • Storm Surge System - Utilizes three pumps rated at 5MGD each and two storm surge tanks rated at 2.1 million -gallons each Primary Treatment Components • Primary Clarification - Chemically Enhanced Kruger ACTIFLO system (Construction substantially complete in December of 2021) Secondary Treatment Components 1 st Stage BBC's (44 units) 2nd Stage RBC's (72 units) 3rd Stage BBC's ( 36 units) Intermediate Pumps (3 units) - pump water to clarifier from 3rd RBC stage Intermediate Clarifier (4 cells - total volume 2 MG) Microfiltration via AASI AquaDisk Units (16 units) Disinfection Components • Sodium Hypochlorite solution - average feed 1000 gallons/day at 6.5% solution strength Residuals Handling Components • Gravity Thickeners (2 units) - 100 foot - diameter each 2.5 Meter Belt Presses (2 units) • Fluidized Bed Incinerator (2,651 dry pounds per hour) Energy Management Components • Two separate power circuits from Duke Energy for plant, with Automatic Transfer Switch if one fails • 4-Megawatt total from three Diesel Generators (emergency backup power for WRY; will maintain full treatment processes during a power outage) • 850 Kilowatt Hydro Turbines (3 units) - induction units (French Broad River source). These generate power using the District's dam/flume. The power is sold back to Duke Energy. Automation Components • SCADA (Supervisory Control and Data Acquisition) - full automated control of WRF 5 II. Description of Facilities — Sludge Management Plan MSD utilizes its Fluidized Bed Incinerator as its primary residual management option. Presently the facility is managing 17-20 dry tons per day of residuals. The facilities are designed for 2,651 dry pounds per hour. Due to the lack of true primary clarifiers, most of the sludge generated at the facility is secondary in nature (i.e. sloughings from the RBC's). Sludge is thickened in on -site gravity thickeners to a consistency of 2-5% solids at which time it is then pumped to the 2 1/2-meter belt presses. These units dewater the sludge to over 22% solids and then it is pumped to the incinerator. Air emissions from the incinerator are of excellent quality, and air quality is further enhanced by a new filtration system added in 2016. Incinerator ash is thickened on -site via a gravity ash thickener and then pumped to an on -site lagoon. Ground- water is monitored in accordance with NCDEQ requirements (up & down gradient). The incinerator system provides the most cost-effective method for sludge management. Supplementary fuel is sometimes required due to the 22% solids content - natural gas via Dominion Energy is utilized for this purpose. MSD also maintains an agreement with the local county landfill (lined) to dispose of dewatered sludge during emergency and/or maintenance activities. This provides a second residuals management alternative, when or if needed. BFP Feed %TS 4.0 3.0 H 2.0 1.0 0.0 BFP Cake %TS 24.0 23.0 h 22.0 21.0 20.0 I I ■ ■ ■ ■ 01��■■■�■ ■W1111 Polymer Usage 7.0 &0 5.0 C 4.0 O 3.0 — 2.0 J 1.0 0.0 Burn Rate 2,400 2,200 2,000 — — o 1,800 14 1,600 1,400 1,200 1,000 4$ 6} 46 '` Hv¢ fie + it Dry Tons Burned 900 800 y 700 0 500 ~ 400 300 200 A[ 100 0 6` 41 0 III. Improvements to Facilities Collection System Improvements BI M Asheville �Swannan0a �• A Pines er OPA PAour in Home �� .��• - Etowah Hen ersonville East Flat Rock MSD assumed ownership and maintenance of the various local public collection systems in 1990, and since that time MSD has undertaken an aggressive program to correct existing known collection system problems. Between 1990 and 2023, over 1,378,640 linear feet (or 261 miles) of pipe have been replaced and over $504 million has been re -invested in plant and collection system rehabilitation projects. However, due to the large size of the MSD system, there is much work still to be done. From FY 2024 to FY 2033, the District expects to rehabilitate or replace an additional 415,702 linear feet. Approximately $531.7 million will be spent for the District's Capital Improvement Program (CIP) over the next ten years. Of this, 18% will be spent on rehabilitating medium to large Interceptors, 23% on rehabilitating or replacing small collection lines, and 52% on the treatment plant and pump station projects. MSD's Pipe Rating Program is used to objectively prioritize rehabilitation projects throughout the regional collection system. This published, award winning program utilizes the District's Geographic Information System (GIS) and database software to collect rating data for each project. The data include Sanitary Sewer Overflow (SSO) history, customer service requests, proximity to streams/waterways, structural condition, and monitoring/maintenance schedules by MSD staff. A priority rating is then generated for each project, which is used to prioritize the ten -year CIP. MSD maintains an aggressive Preventative Maintenance Program whereby approximately 898,177 lineal feet (or about 170 miles) of sewer lines were cleaned by high pressure water jetting equipment. In addition, over 33,140 linear feet of sewer lines are mechanically treated to remove tree roots and blockages. MSD also maintains its Rights -of -Way to ensure access to the system for cleaning and maintenance activities. During FY 2023 over 118,395 ft. were cleared. III. Improvements to Facilities Water Reclamation Facility (WRF) Performance Measures During the FY23 annual reporting period, high performance measures were again achieved. The WRF continues to provide effective/efficient treatment services to the community averaging wastewater CBOD & TSS removal efficiencies of 93% and 95% respectively (state permit requires a minimum of 85% removal rates for compliance). The volume of flow to the WRF continues to remain well below hydraulic capacity for the plant averaging 21.7 million gallons per day. The WRF remains in compliance for all permitted parameters and receives favorable reviews by NC Department of Environmental Quality and the Asheville -Buncombe Air Quality Agency. MSD maintains a service contract agreement with Pace Analytical, Inc. (NC certified lab). This progressive opportunity continues to yield significant long-term savings to MSD. Also, the WRF successfully participated in surveillance audits regarding ISO14001 certification, coming through with zero (0) non -conformances. This program, also referred to as an Environmental Management System, continues to provide significant benefits to MSD both in the short & long-term. 12,000 10,000 Z 8,000 0 6,000 4,000 2,000 0 WRF Performance FY23 Qp\ �EFF CBOD -CBOD LIMIT EFF TSS TSS LIMrr 8 III. Improvements to Facilities Water Reclamation Facility Improvements The High Rate Primary Treatment Project was recommended by the Water Reclamation Facility Plan. This $17.0 million project will provide high -rate primary clarification and will work in conjunction with planned process upgrades to assist in meeting future regulations. III. Improvements to Facilities Stx SUM CONSTRUCTION TOTALS BY DATE COMPLETED - Monthly F, = From 7/1/2022 to 6/30/2023 Emergency Oig Up Dig Up Manhole Taps Creek Crossings ROW Service Line Service Line Dig Ups Dig Ups Ml Fig St. Ftg Repairs Installed Cleared Ftg tore Ftg Burst Ftg July 2022 28 6 63 433 17 10 0 25,839 0 35 August 2022 30 6 70 904 14 27 5 14,647 30 25 September 2022 20 7 32 494 12 17 0 6,291 0 0 October 2022 15 5 46 507 16 29 0 3,940 0 0 November2022 10 5 27 348 17 19 1 26,106 120 0 December 2022 12 9 31 320 10 50 0 0 0 0 January2023 39 9 49 605 17 15 1 0 4 0 February2023 39 12 90 719 15 18 0 720 0 47 March 2023 31 10 95 881 17 39 0 60 0 0 April2023 20 12 123 643 13 22 0 4,000 0 0 May 2023 30 12 155 457 14 9 0 5,000 0 0 June 2023 33 9 83 642 11 18 1 31,792 0 0 Grand Total 307 102 863 6,953 173 273 8 118,395 154 107 p E CONSTRUCTION REHAB TOTALS BY DATE COMPLETED - Monthly From 7/1/2022 to 6/30/2023 IRS Const Mainline Mainline Total # IRS IRS Accept Const Ftg Accept #D-8 D-R #MH PB Bore Rehab Repairs Ftg Ftg Ftg Ftg Ftg Ftg Ftg July 2022 0 0 0 435 435 1 1233 7 30 0 1698 August 2022 0 0 0 0 0 2 1040 6 0 0 1040 September 2022 0 0 0 0 0 1 435 3 0 0 435 October 2022 0 0 0 350 350 1 592 7 0 0 942 November 2022 0 0 0 0 0 1 627 4 0 0 627 December 2022 0 0 0 223 223 2 383 4 0 0 606 January2023 0 0 0 18 40 1 434 3 0 0 474 February 2023 0 0 0 0 0 1 987 11 0 0 987 March 2023 0 0 0 351 351 1 67 1 0 0 418 Apri12023 0 0 0 0 0 1 630 2 0 0 630 May 2023 2 153 317 0 0 3 1142 7 0 0 1459 June 2023 1 182 182 0 0 1 201 0 0 0 383 Grand Totals 3 335 499 1377 1399 16 7771 55 30 0 9699 10 IV. Performance Measures Collection System, System Services Division Performance Measures System Services division completed and submitted to NCDEQ-DWR two six-month High Priority Line Inspection Reports. The High Priority Line report documents inspection of aerial lines, siphons and lines in proximity to vulnerable creeks and streams. The collection system recorded 25 sanitary sewer overflows (SSO's) which equates to 2.2 SSO's per 100 miles of sewer. All SSO's were remediated according to the District's standard operating procedures for sanitary sewer overflow cleanup and no severe environmental impact occurred. Number of SSO's1100 miles of Sewer 14 ■ 11 L 41 10 3 d w 0 8 N d C 6 ■ ■ 0 ■ a \ ■ ■ 0 o� °a ", oe o1 do titi titi " ti°' by .,`° y1 tiA 11 titi titi y�, do ,yo ,yo ,yo do ,yo ,yo ,yo ,yo ,yo do ,yo ,yo do ,yo,lips**,yo ,yo ,yo ,yo ,yo Fiscal Year 11 Sanitary Sewer Overflows 120 100 80 a 0 60 40 20 0 +ssOs FY03 FY04 FY05 FY06 FY07 FY08 FY09 FY10 FY11 FY12 FY13 FY14 FY15 FY16 FY17 FY18 FY19 FY20 FY21 FY22 FY23 114 1 78 1 78 1 55 1 52 1 41 1 23 1 34 1 24 1 25 1 37 1 36 1 37 1 53 1 30 1 25 1 40 1 19 1 11 1 26 1 25 SSO Cant AVG Response Time (min.) July, 2022 0 0 August, 2022 3 17 September, 2022 2 29 October, 2022 2 30 November, 2022 0 0 December, 2022 1 13 January, 2023 2 126 February, 2023 4 27 March, 2023 2 30 April, 2023 4 28 May, 2023 2 0 June, 2023 3 34 Fiscal Year SSO Report - Monthly From 7/1/2022 to 6/30/2023 AVG SSO AVG Surface spilk " 1000 Spills >= 15,000 Total SSO Total Surface Volume (gal.) Volume (gal.) Gallons Gallons Volume (gal.) Volume (gal.) 0 0 0 0 0 0 280 280 0 0 840 940 600 600 0 0 1,200 1,200 655 655 0 0 1,310 1,310 0 0 0 0 0 0 700 700 0 0 700 700 500 500 0 0 1,000 1,000 793 509 2 0 3,173 2,034 4,196 1,696 1 0 8,392 3,392 448 448 0 0 1,791 1,791 6,781 6,781 1 0 13,561 13,561 395 395 0 0 1,186 1,186 Grand Totals: 25 32 1,326 1,081 4 0 33,153 27,014 12 IV. Performance Measures CUSTOMER SERVICE REQUESTS Monthly - All Crews DAY 1ST RESPONDER July, 2022 115 2S 31 August, 2022 83 30 37 September, 2022 90 30 40 October, 2022 83 29 36 November, 2022 85 28 32 December, 2022 71 27 50 January, 2023 129 28 31 February, 2023 152 28 30 March, 2023 152 29 32 April, 2023 108 31 35 May, 2023 103 26 36 June, 2023 96 25 35 NIGHT 1ST RESPONDER July, 2022 August, 2022 September, 2022 October, 2022 November, 2022 December, 2022 January, 2023 February, 2023 March, 2023 April, 2023 May, 2023 June,2023 1,267 28 35 41 25 19 41 26 24 35 35 26 28 2S 34 34 41 38 33 33 34 69 33 22 43 30 23 44 33 28 41 30 27 21 33 26 30 31 26 460 31 26 ON -CALL CREW • July, 2022 29 40 39 August, 2022 29 29 60 • On -Call Crew Hours: 8:00pm-7:30am (Jul. - Oct.) 11:30pm-7:30am (from Nov. onward) Monday-Fnday, :veekends, and Ho:idays 8/4/2023 13 IV. Performance Measures ON -CALL CREW • September, 2022 October, 2022 November, 2022 December, 2022 January, 2023 February, 2023 March, 2023 April, 2023 May, 2023 June,2023 Grand Totals: CUSTOMER SERVICE REQUESTS Monthly - All Crews 27 56 67 35 62 58 28 49 51 48 60 53 60 67 33 35 52 38 34 55 32 33 43 51 31 67 50 24 67 37 413 55 46 2,140 34 35 • On -Call Crew Hours: 8:00pm-7:30am )Jul. - Oct.) 11:30pm-7:30am (from Nov. onward) Monday -Friday, weekends, and Holidays 8/4/2023 page 2 of 2 14 IV. Performance Measures S MEW PIPELINE MAINTENANCE TOTALS BY DATE COMPLETED - Monthly ��'• July 01, 2022 to June 30, 2023 Main Line Wash Service Line Wash Rod line Cleaned CCiv Smoke SL-RAT Footage Footage Footage Footage Footage Footage Footage 2022 July 100,862 4,736 1,390 102,252 14,226 50 1,886 August 95,363 1,583 0 95,363 29,701 0 6,165 September 51,254 1,193 1,816 53,070 21,909 0 5,747 October 60,901 1,089 5,221 66,122 24,032 493 10,894 November 15,578 1,676 1,365 16,943 17,617 450 16,220 December 30,535 1,598 2,136 32,671 8,109 0 26,472 2023 January 46,950 2,797 3,209 50,059 13,499 0 25,849 February 64,673 1,804 4,788 69,461 14,134 225 21,635 March 120,867 1,255 3,216 124,083 34,382 2,835 25,210 April 73,685 1,388 1,890 75,575 16,556 0 2,341 May 122,550 1,437 4,734 127,284 25,538 805 7,822 June 115,059 4,930 3,375 118,434 22,921 0 23,330 Grand Total: 898,177 25,486 33,140 931,317 242,624 4,858 173,571 Avg Per Month: 74,848 2,124 2,762 77,610 20,219 405 14,464 15 IV. Performance Measures Water Reclamation Facility (WRF) Performance Measures Month INF CBOD EFF CBOD % Removal Req'd % Removal July 207.4 13.1 94% 85% August 222.6 17.3 92% 85% September 225.0 15.6 93% 85% October 226.4 16.3 93% 85% November 242.0 13.2 95% 85% December 189.9 22.3 88% 85% January 193.4 16.8 91% 85% February 204.5 13.6 93% 85% March 223.1 11.8 95% 85% April 228.9 15.2 93% 85% May 216.5 15.6 93% 85% Junel 198.E 1 17.9 91% 8S% Average 96% 94% 92% 0 E 90% a, 0 88% 86% 84% 82% 80% -% Removal WRF CBOD% Removal FY23 -Req'd %Removal :1 -�; N N N r L >, a] 0) E E E Q 0 aU aU C O 0 ti 16 IV. Performance Measures Water Reclamation Facility (WRF) Performance Measures Month INF TSS EFF TSS % Removal Req'd % Removal July 241.5 10.5 969,,o' 859/0 August 247.9 10.6 969/o 85% September 259.8 9.4 969/o 851X0 October 262.7 12.4 959/0 859/0 November 256.7 11.8 959/0 85% December 223.8 18.6 92% 859/0 January 208.2 16.8 929,,o' 859/0 February 211.6 13.8 939/0 859/0 March 231.7 11.2 95% 85% April 249.2 1 0.7 969,G 859/0 May 245.4 10.5 969/o 859/0 June 261.4 17.9 939/o 851X0 Average s val 95% 98% 96% 94% 92% 0 90% E 88% a� 86% 84% 82% 80% 78% -% Removal WRF TSS % Removal FY23 �Req'd % Removal (D a) N W >' �' � cv C Qo � Q O > U 00 (D � z 17 IV. Performance Measures Hydroelectric Performance Measures MSD operates a hydroelectric facility with three (3) horizontal turbines that produce electrical power. This energy is then sold back to the electrical grid to Duke Energy. These turbines benefit MSD because it offsets the cost of energy used to operate the WRF. The treatment of wastewater is an energy hungry process, but the hydroelectric facility allows MSD to save $300,000 to $600,000 in energy costs per year. The variation in savings is dependent on rainfall and maintenance requirements that occur during the year. Task FY21 FY22 FY23 Daily (average) Flow, treated MGD 23.9 22.2 20.88 Maximum daily flow treated, MGD 67.3 53.7 60.00 Dry tons of bio-solids processed 6,841 7,834 5,419 Cost per million gallons (MG), treated $708 $575 $730 Energy cost per MG. treated $91 $136 $139 Carbonaceous biochemical oxygen demand (CBOD) removal, % 92% 93% 93% Total suspended solids (TSS) removal efficiency, % 93% 94% 95% Number of NPDES permit non-compliance 1 1 0 Preventative to corrective maintenance ratio 70:30 70:30 70:30 18 V. Certification I certify tinder 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 and customers of the MSD system and that those users have been notified of its availability. E. Hartye, P.E. August 29, 2023 General Manager L Metropolitan Sewerage District of Buncombe County, NC If you would like more information please email webmaster@msdbc.org 19