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HomeMy WebLinkAbout2018 - Fourth Quarter - Port Burwell Wastewater Treatment Plant Port Burwell Wastewater Treatment Plant Year: 2018 Municipality of Bayham Works # : 110001319 Population Served: 2530 Annual Compliance Summary Design Avg Flow (m3): 1060 FLOWS BIOCHEMICAL 02 DEMAND SUSPENDED SOLIDS PHOSPHORUS NITROGEN SERIES I EFFLUENT SEPTAGE 2018 Total Avg. Day Max Day Avg.Raw Avg.Raw Avg.Eff. Avg.Load Avg.Raw Avg.Eff. Avg.Load Avg.Raw Avg.Eff. Avg. Load Avg.Raw Avg.Eff. Avg.Eff. Avg.Load Avg. Eff. Avg.Eff. Avg. Eff. Avg.Loading Federal(WSER) E.Coli DO Minimum Maximum Minimum Maximum RECEIVAGE Flow Flow Flow CBOD CBOD CBOD CBOD SS SS SS Phos. Phos. Phos. TKN TKN NH3+NH4 NH3+NH4 Nitrate Nitrite Un-ionized Un-ionized Un-ionized Geo. Mean Temp. Temp. pH pH VOLUMES Month m3 m3 m3 (mg/L) (kg/day) (mg/L) (kg/day) (mg/L) (mg/L) (kg/day) i (mg/L) (mg/L) (kg/day) (mg/L) (mg/L) (mg/L) (kg/day) (mg/L) (mg/L) NH3+ NH4(mg/L) NH3+NH4(mg/L) NH3+ NH4(mg/L) cnt/100m1 mg/L "C -C m" January 21588 744.4 1497.0 209.8 156.18 3.4 2.53 207.2 5.0 3.72 5.51 0.32 0.24 50.00 2.41 2.41 1.79 6.75 1.20 0.0068 0.0051 71.15 5.33 7.1 9.4 7.16 7.57 February 27083 967.3 3052.0 240.8 232.93 6.5 6.29 136.3 9.4 9.09 3.05 0.41 0.40 30.60 6.43 3.22 3.11 2.83 3.67 0.0127 0.0123 41.85 5.41 7.1 8.8 7.19 7.51 March 22110 762.4 996.0 201.0 153.24 9.8 7.47 170.5 6.4 4.88 4.17 0.39 0.30 41.78 7.35 4.85 3.70 0.68 4.94 0.0087 0.0066 1.38 5.32 8.0 9.0 7.14 7.42 April 25675 885.3 2022.0 262.8 232.66 6.2 5.49 344.5 4.3 3.81 4.93 0.29 0.26 39.50 4.25 2.42 2.14 0.87 3.63 0.0105 0.0093 5.17 5.44 8.3 10.6 7.07 7.76 May 20275 692.2 806.0 448.0 310.11 5.5 3.81 219.3 5.2 3.60 8.10 0.31 0.21 52.85 1.43 0.25 0.17 4.44 1.77 0.0014 0.0010 2.95 5.39 11.9 16.0 7.10 7.48 June 16543 570.4 665.0 225.8 128.80 3.0 1.71 349.3 9.1 5.19 7.05 0.29 0.17 48.35 2.93 1.23 0.70 4.72 0.28 0.0076 0.0043 9.00 5.36 16.8 19.1 6.85 7.47 July 16741 540.0 678.0 233.5 126.09 4.0 2.16 334.5 7.4 4.00 6.82 0.27 0.15 51.13 6.35 1.72 0.93 2.53 0.16 0.0065 0.0035 60.10 5.28 19.5 23.1 6.84 7.12 August 18057 582.5 729.0 202.2 117.78 7.0 4.08 303.4 7.5 4.37 8.09 0.33 0.19 54.32 11.56 4.54 2.64 0.77 0.37 0.0370 0.0215 13.16 5.29 21.3 22.6 7.07 7.36 September 16852 561.7 745.0 358.3 201.26 7.0 3.93 252.8 5.9 3.31 5.07 0.21 0.12 49.93 5.80 1.48 0.83 2.70 0.23 0.0099 0.0056 1.19 5.37 20.0 23.3 7.14 7.54 October 18367 592.5 855.0 221.8 131.42 5.0 2.96 238.0 3.8 2.25 5.79 0.25 0.15 61.14 1.04 0.39 0.23 4.71 0.06 0.0028 0.0017 76.52 5.31 15.9 20.9 7.21 7.41 November 21268 708.9 1316.0 228.0 161.63 2.8 1.98 193.8 6.6 4.68 4.23 0.21 0.15 44.98 0.95 0.19 0.13 13.12 0.10 0.0011 0.0008 13.54 5.33 11.7 15.8 7.12 7.43 December 20163 695.3 824.0 166.5 115.77 4.3 2.99 166.3 6.7 4.66 4.46 0.29 0.20 47.35 1.38 0.49 0.34 14.13 0.23 0.0034 0.0024 15.61 5.36 12.6 11.4 7.29 7.52 AVERAGE 20393.5 691.9 1182.1 249.9 172.32 5.38 3.78 242.99 6.44 4.46 " 5.61 0.21 47.66 4.32 1.93 1.39 5 1.39 0 2 r 5.35 13.4 15.8 7.10 7.47 r MAX MUM 27083.0 967.3 3052.0 I 448.0 310.11 9.80 7.47 349.30 9.40 9.09 8.10 0.41 0.40 I 61.14 1 56 4.85 3.70 41 3 4.94 0 .0370 0.0215 0.000 25 97 5.44 21.3 23.3 7.29 7.76 #0.00 ' CRITERIA Apr 16-Nov 30 1060.0 I < 15 15.90 < 15 15.90 < 1.0 1.06 <2 2.16 0.10 0.106 1.25 200.00 CRITERIA Dec 1 -Apr 15 1060.0 < 15 15.90 < 15 15.90 < 1.0 1.06 <5 5.30 0.10 0.106 1.25 none MEETS Concentration Criteria YES YES YES YES YES YES YES YES YES YES YES Yes OBJECTIVES Apr 16-Nov 30 1060.0 < 10 10.60 < 10 10.60 <0.75 0.80 <1 1.06 0.10 0.106 1.25 150.00 >5 OBJECTIVES Dec 1 -Apr 15 1060.0 < 10 10.60 < 10 10.60 <0.75 0.80 <3 3.18 0.10 0.106 1.25 150.00 >5 Reasons for failure/Other Problems: Remedial Actions: July 2014 - Federal (WSER) un-ionized ammonia sampling is no longer required. EFFLUENT MONITORING -OUTFALL SEWER MH79 February 21-22,2018-By-pass event at Pump Station#6 at 52 Front Street in Vienna. Incident#901949. Sample Date : 4/30/18 August 2018-ECA#6422-AVYQJX-Exceedance of Total Ammonia compliance limit(4.54 mg/L)as set out in the ECA(2.0 mg/L)as a result of temporary mechanical failure within the treatment process. Parameter Result (mg/L) CBOD5 <4 Total Suspended Solids 3 Total Phosphorus 0.12 Total Kjeldahl Nitrogen 5.5 Total Ammonia 4.2 Nitrate < 0.06 Effluent discharge to the Big Otter Creek Nitrite 1.74