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Welcome: Public Utilities: Wastewater Wastewater characteristicsInfluent| Month | Flow (mgd) | CBOD Avg. Mg/L | CBOD lbs./day | TSS Avg. mg/L | TSS lbs./day | | Jan-07 | 7.466 | 144 | 9,007.20 | 120 | 7,506.00 | | Feb-07 | 6.067 | 173 | 8,801.20 | 145 | 7,376.73 | | Mar-07 | 6.025 | 159 | 7,956.36 | 148 | 7,405.92 | | Apr-07 | 6.178 | 150 | 7,756.20 | 140 | 7,239.12 | | May-07 | 4.492 | 210 | 7,881.30 | 174 | 6,530.22 | | Jun-07 | 4.094 | 225 | 7,693.65 | 190 | 6,496.86 | | Jul-07 | 4.044 | 217 | 7,239.10 | 184 | 6,138.24 | | Aug-07 | 3.916 | 269 | 8,749.49 | 191 | 6,212.46 | | Sep-07 | 4.002 | 267 | 8,907.12 | 193 | 6,439.48 | | Oct-07 | 4.793 | 230 | 9,207.36 | 186 | 7,445.95 | | Nov-07 | 4.611 | 259 | 9,936.27 | 187 | 7,174.06 | | Dec-07 | 6.957 | 161 | 9,399.18 | 139 | 8,114.82 |
Design Data| Parameter | Design mg/L | Design lbs./day | Annual Daily Avg. mg/L | Annual Daily Avg. lbs./day | Lbs. percent of design | | CBOD | 220 | 18,348 | 205 | 8,890 | 48 | | TSS | 200 | 16,680 | 166 | 7,199 | 43 |
Effluent 2007| Month | CBOD mg/L | CBOD lbs/day | TSS mg/L | TSS lbs/day | NH3 mg/L | NH3 lbs/day | | Jan | 7 | 437 | 4 | 250 | 0.52 | 33 | | Feb | 6 | 305 | 7 | 356 | 4.42 | 225 | | Mar | 3 | 150 | 4 | 200 | 0.35 | 17 | | Apr | 3 | 155 | 3 | 155 | 0.1 | 5 | | May | 5 | 188 | 6 | 225 | 0.39 | 15 | | Jun | 3 | 103 | 4 | 137 | 0.7 | 24 | | Jul | 3 | 100 | 5 | 167 | 0.36 | 12 | | Aug | 3 | 97 | 6 | 195 | 0.54 | 18 | | Sep | 3 | 100 | 10 | 333 | 1 | 33 | | Oct | 5 | 200 | 9 | 300 | 0.43 | 17 | | Nov | 6 | 230 | 13 | 498 | 1.05 | 40 | | Dec | 12 | 700 | 16 | 934 | 6.81 | 397 |
FECALS 2007| 2007 | May | June | July | Aug. | Sept. | Oct. | | Fecal #/100 ml | 103 | 41 | 28 | 360 | 206 | 318 |
NPDES Permit Level| | Discharge limitations | Discharge Loading (lbs/day) | Actual Annual discharge | | Parameter | 30 day | 7 day | 30 day | 7 day | Daily avg. mg/L | Lbs/daily avg. loading | | CBOD mg/L | 19 | 28.5 | 265 | 1,060 | 0.2 | 8.8 lbs | | TSS mg/L | 22.8 | 34.2 | 265 | 1,060 | 0.2 | 8.8 lbs. | | NH3 mg/L* | 1.6* | 2.4* | 3.9 | 15.6 | 0.09 | 3.97 lbs. | | | 10.2 | 15.3 | | | | | | Fecal #/100 ml* | 1,000 | 2,000 | 91 | 22.7 | - | - |
The City of Fairfield currently has no limitations on metals except total mercury. Sample frequencies are as follows: one per two-week period: nitrogen, silver, lead and mercury; one per month: zinc, chromium total, chromium dissolved, nickel, copper, cadmium and cyanide. Effluent Characteristics in UG/L (2007)| Month | CN* | Ag* | Cd* | Cr-T* | Cr-D* | Cu* | Pb* | Ni* | Zn* | Hg* | P* | O&G* | | * = Summer only; AA = Below detection limit | | Jan. | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 17.6 | 3.2 | 0.33 | 0 | | Feb. | 0 | 2.07 | 0 | 0 | 0 | 6.64 | 0 | 0 | 49 | 0 | 1.58 | 0 | | Mar. | 0 | 1.61 | 0 | 0 | 10.1 | 0 | 0 | 0 | 36 | 1.3 | 2.06 | 0 | | Apr. | 0 | 3.11 | 0 | 0 | 0 | 6.26 | 0 | 0 | 41.6 | 1 | 2 | 0 | | May | 0 | 3.71 | 0 | 0 | 0 | 10.2 | 0 | 0 | 60.1 | 2.9 | 4.5 | 0 | | June | 0 | 3.55 | 0 | 0 | 0 | 10.8 | 0 | 0 | 67.3 | 1.9 | 3.38 | 0 | | July | 0 | 3.18 | 0 | 0 | 0 | 9.44 | 0 | 0 | 56.2 | 3 | 0.82 | 0 | | Aug | 0 | 3.16 | 0 | 0 | 0 | 10.3 | 0 | 0 | 67.2 | 2 | 2.6 | 0 | | Sept. | 0 | 1.01 | 0 | 0 | 0 | 13.8 | 0 | 0 | 58.8 | 0.6 | 3.49 | 0 | | Oct. | 0 | 6.16 | 0 | 0 | 0 | 11 | 0 | 0 | 60.3 | 2.5 | 1.58 | 0 | | Nov. | 0 | 3.61 | 0 | 0 | 0 | 7.33 | 0 | 0 | 61.27 | 1.6 | 3.53 | 0 | | Dec. | 0.009 | 2.33 | 0 | 0 | 0 | 12.2 | 0 | 0 | 35.4 | 3.9 | 3.39 | 0 |
Last updated:
6/25/2008 |