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Home My WebLink AboutNC0025984_Speculative Limits_19901220NCO025-yP /-7✓/s/9v � L+4e�.Q ,7✓ .J'cQe (�[.cGF,.G. � ,uc. }�d� J d �J- UPSTREAM AMMONIA VALUES FOR FOREST CITY WWTP (12/89 - 10/90) DATE WINTER DATE SUMMER DATE SUMMER 12/7/89 0.100 4/2/90 1.050 8/1/90 0.600 12/13/9 0.470 4/12/90 0.000 8/2/90 0.300 12/20/9 2.900 4/20/90 1.100 8/7/90 1.500 12/29/9 1.100 4/27/90 1.050 8/8/90 1.800 1/5/90 0.300 5/4/90 0.150 8/9/90 0.100 1/11/90 0.500 5/11/90 0.150 8/13/90 2.800 1/17/90 0.800 5/15/90 0.150 8/14/90 3.000 1/25/90 3.100 5/23/90 0.150 8/15/90 3.500 2/2/90 0.000 6/5/90 0.800 8/23/90 4.100 2/8/90 0.000 6/6/90 0.600 8/24/90 3.800 2/16/90 0.000 6/7/90 0.500 8/28/90 3.600 2/22/90 0.000 6/19/90 0.600 8/29/90 0.450 3/2/90 1.300 6/20/90 0.700 8/30/90 1.100 3/6/90 0.000 6/21/90 0.600 9/4/90 0.800 3/15/90 0.000 6/25/90 0.250 9/5/90 1.000 3/23/90 0.000 6/27/90 0.500 9/7/90 0.300 3/29/90 0.000 6/23/90 0.300 9/10/90 0.600 7/2/90 0.600 9/11/90 1.300 AVERAGE 0.622 mg/1 7/3/90 0.300 9/13/90 0.800 or 7/5/90 0.200 9/18/90 0.900 621.8 ug/1 7/9/90 0.220 9/19/90 1.100 7/11/90 0.200 9/20/90 0.900 7/13/90 0.500 9/24/90 0.450 7/17/90 0.300 9/25/90 0.600 7/18/90 0.450 9/26/90 1.000 7/19/90 0.600 10/2/90 1.300 7/24/90 0.780 10/8/90 1.000 7/25/90 0.300 10/16/90 1.100 7/26/90 0.200 10/25/90 0.800 10/29/90 0.600 AVERAGE 0.924 mg/1 or 923.7 ug/1 *DATA RECORDED AS <1.0 WAS ENTERED AS 0.0. FOREST CITY WWTP AMMONIA ANALYSIS 7Q10: 47.0000 cfs NH3 Effl. Conc: 16.6000 mg/l (i/9°) AL (1/1.8 mg/1): 1000.00 ug/l l Upstream NH3 Conc.: 621.8000 ug/l Design Flow: 4.7500 MGD Predicted NH3 Downstream: 2785.78 ug/l 2.785782 mg/l NH3 Limit: 3414.315 ug/l 3.414315 mg/l AMMONIA ANALYSIS 7Q10: 70.0000 cfs NH3 Effl. Conc: 16.6000 mg/l AL (1/1.8 mg/1): 1800.00 ug/l Upstream NH3 Conc.: 923.7000 ug/l Design Flow: 4.7500 MGD Predicted NH3 Downstream: 2415.60 ug/l 2.415595 mg/l NH3 Limit: 10131.54 ug/l 10.13154 mg/l u.� AfH3 (WINTER) FOREST CITY WWTP AMMONIA ANALYSIS 7Q10: 47.0000 cfs NH3 Effl. Conc: 16.6000 mg/l AL (1/1.8 mg/1): 1000.00 ug/l Upstream NH3 Conc.: 621.8000 ug/l Design Flow: 5.2500 MGD Predicted NH3 Downstream: 2979.95 ug/l 2.979951 mg/l NH3 Limit: 3184.380 ug/l 3.184380 mg/l AMMONIA ANALYSIS 7Q10: 70.0000 cfs NH3 Effl. Conc: 16.6000 mg/l AL (1/1.8 mg/1): 1800.00 ug/l Upstream NH3 Conc.: 923.7000 ug/l Design Flow: 5.2500 MGD Predicted NH3 Downstream: 2556.28 ug/l 2.556282 mg/l NH3 Limit: 9338.064 ug/l 9.338064 mg/l ..�.z� ^411a .,Z• s, i9 • ,d�oD = 9,3 / NBaP (WINTER) FOREST CITY WWTP AMMONIA 7Q10: 47.0000 NH3 Effl. Conc: 16.6000 AL (1/1.8 mg/1): 1000.00 Upstream NH3 Conc.: 621.8000 Design Flow: 5.7500 Predicted NH3 Downstream: 3168.74 3.168738 NH3 Limit: 2994.434 2.994434 AMMONIA 7Q10: 70.0000 NH3 Effl. Conc: 16.6000 AL (1/1.8 mg/1): 1800.00 Upstream NH3 Conc.: 923.7000 Design Flow: 5.7500 Predicted NH3 Downstream: 2694.21 2.694205 NH3 Limit: 8682.580 8.682580 ANALYSIS cfs mg/l ug/l ug/l MGD ug/l mg/l ug/l mg/l ANALYSIS (WINTER) cfs mg/l ug/l ug/l MGD ug/l mg/l ug/l mg/l x 171 ,vaec,r Sao s 39 is SUMMER MODEL @ 4.75 MGD & NH3 TOX LIMIT= 3.4 MG/L ---------- MODEL RESULTS Discharger : TOWN OF SPINDALE Receiving Stream : CATHEYS CREEK --------------------------------------------- The End D.O. is 6.26 mg/l. The End CBOD is 9.70 mg/l. The End NBOD is 4.41 mg/l. --------------------------------------------- WLA WLA WLA DO Min CBOD NBOD DO Waste Flow (mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) -- (mgd) ---------- Segment 1 ---------------------- 5.36 1.90 2 ---- ---- Reach 1 60.00 58.50 6.00 6.00000 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 0.00 0.00 0.00 0.00000 Reach 4 60.00 15.30 6.00 4.75000 Reach 5 85.50 9.00 6.00 2.00000 Reach 6 45.00 90.00 0.00 0.01800 Reach 7 45.00 90.00 0.00 0.00700 *** MODEL SUMMARY DATA *** Discharger : TOWN OF SPINDALE Subbasin : 030802 Receiving Stream : CATHEYS CREEK Stream Class: C Summer 7Q10 : 20.0 Winter 7Q10 : 26.0 Design Temperature: 25.0 ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I -------------------------------------------------------------------------------- I mile I ft/mil fps I ft Idesignl @2014 Idesignl @20;1 Idesignl Segment 1 I I 1 0.501 I 10.601 0.731 I 1 1.64 I I 1 0.38 1 0.31 I I 1 7.61 1 I 6.821 I 0.44 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 I 1 Segment 1 I I 1 1.401 I 4.001 0.554 I 1 1.90 I I 10.30 1 0.24 I I 1 2.18 1 I 1.951 I 0.44 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 I I 1 1 1 1 1 Segment 1 I I 1 4.901 I 4.001 0.613 I 12.65 I I 1 0.29 1 0.23 I I 1 2.40 1 I 2.161 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 I 1 Segment 1 I I 1 2.001 I 4.001 0.665 I 1 2.73 I I 10.29 10.23 I I 1 2.61 1 I 2.341 I 0.44 1 Reach -------------------------------------------------------------------------------- 4 1 1 I 1 1 I 1 1 1 I Segment 1 I I 1 4.801 I 4.001 0.687 I 1 2.79 I I 1 0.29 1 0.23 I I 12.70 I I 2.421 I 0.44 1 Reach -------------------------------------------------------------------------------- 5 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.401 I 4.001 0.688 I 1 2.82 I I 1 0.29 1 0.23 I I 1 2.70 1 I 2.421 I 0.44 1 Reach -------------------------------------------------------------------------------- 6 1 I 1 I 1 I 1 1 I I Segment 1 I I 1 8.801 I 4.001 0.691 I 1 2.87 I I 1 0.29 1 0.23 I I 12.71 1 I 2.431 I 0.44 1 Reach -------------------------------------------------------------------------------- 7 1 1 I 1 I 1 1 1 1 I Flow I cfs Segment 1 Reach 1 Waste 1 9.300 Headwatersl 20.000 Tributary I 0.000 * Runoff I 0.680 I CBOD I NBOD I D.O. I I mg/l I mg/l I mg/l I 160.000 1 58.500 1 6.000 i 2.000 1 3.000 I 7.440 I 2.000 I 3.000 I 7.440 I 2.000 I 3.000 I 7.440 Segment 1 Reach 2 Waste I 0.000 1 0.000 1 0.000 1 0.000 Tributary I 0.000 1 2.000 1 3.000 1 7.440 * Runoff I 0.680 1 2.000 1 3.000 1 7.440 Segment 1 Reach 3 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary 132.200 1 2.000 I 3.000 I 7.440 * Runoff 1 0.740 I 2.000 I 3.000 I 7.440 Segment 1 Reach 4 Waste I 7.362 160.000 115.300 I 6.000 Tributary I 0.000 I 2.000 1 3.000 1 7.440 * Runoff I 0.740 I 2.000 1 3.000 1 7.440 Segment 1 Reach 5 Waste I 3.100 185.500 I 9.000 I 6.000 Tributary I 0.000 1 2.000 1 3.000 1 7.440 * Runoff I 0.740 I 2.000 I 3.000 I 7.440 Segment 1 Reach 6 Waste I 0.028 145.000 190.000 I 0.000 Tributary I 0.000 1 2.000 1 3.000 1 7.440 * Runoff 1 0.740 1 2.000 1 3.000 1 7.440 Segment 1 Reach 7 Waste I 0.011 145.000 1 90.000 1 0.000 Tributary I 0.000 I 2.000 1 3.000 1 7.440 * Runoff I 0.740 I 2.000 1 3.000 1 7.440 * Runoff flow is in cfs/mile SUMMER MODEL @ 4.75 MGD LIMIT= 3.4 MG/L I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I 1 1 0.00 6.98 20.41 20.62 29.30 1 1 0.05 6.95 20.36 20.56 29.33 1 1 0.10 6.93 20.30 20.50 29.37 1 1 0.15 6.90 20.25 20.44 29.40 1 1 0.20 6.87 20.19 20.38 29.44 1 1 0.25 6.85 20.14 20.33 29.47 1 1 0.30 6.82 20.09 20.27 29.50 1 1 0.35 6.80 20.03 20.21 29.54 1 1 0.40 6.78 19.98 20.16 29.57 1 1 0.45 6.76 19.93 20.10 29.61 1 1 0.50 6.74 19.88 20.04 29.64 1 2 0.50 6.74 19.88 20.04 29.64 1 2 0.60 6.62 19.77 19.91 29.71 1 2 0.70 6.50 19.66 19.77 29.78 1 2 0.80 6.38 19.56 19.64 29.84 1 2 0.90 6.27 19.45 19.50 29.91 1 2 1.00 6.16 19.35 19.37 29.98 1 2 1.10 6.06 19.25 19.24 30.05 1 2 1.20 5.96 19.15 19.11 30.12 1 2 1.30 5.87 19.04 18.98 30.18 1 2 1.40 5.77 18.94 18.86 30.25 1 2 1.50 5.68 18.84 18.73 30.32 1 2 1.60 5.60 18.74 18.60 30.39 1 2 1.70 5.52 18.64 18.48 30.46 1 2 1.80 5.44 18.54 18.35 30.52 1 2 1.90 5.36 18.45 18.23 30.59 1 3 1.90 6.43 10.01 10.42 62.79 1 3 2.00 6.40 9.97 10.37 62.87 1 3 2.10 6.37 9.94 10.31 62.94 1 3 2.20 6.34 9.90 10.26 63.01 1 3 2.30 6.32 9.86 10.20 63.09 1 3 2.40 6.29 9.82 10.15 63.16 1 3 2.50 6.27 9.79 10.10 63.24 1 3 2.60 6.24 9.75 10.05 63.31 1 3 2.70 6.22 9.71 9.99 63.38 1 3 2.80 6.20 9.67 9.94 63.46 1 3 2.90 6.18 9.64 9.89 63.53 1 3 3.00 6.16 9.60 9.84 63.61 1 3 3.10 6.14 9.56 9.79 63.68 1 3 3.20 6.12 9.53 9.74 63.75 1 3 3.30 6.11 9.49 9.69 63.83 1 3 3.40 6.09 9.45 9.64 63.90 1 3 3.50 6.07 9.42 9.59 63.98 1 3 3.60 6.06 9.38 9.54 64.05 1 3 3.70 6.04 9.35 9.49 64.12 1 3 3.80 6.03 9.31 9.44 64.20 1 3 3.90 6.02 9.28 9.39 64.27 1 3 4.00 6.01 9.24 9.34 64.35 1 3 4.10 5.99 9.21 9.29 64.42 1 3 4.20 5.98 9.17 9.24 64.49 1 3 4.30 5.97 9.14 9.20 64.57 1 3 4.40 5.96 9.10 9.15 64.64 1 3 4.50 5.95 9.07 9.10 64.72 1 3 4.60 5.94 9.03 9.06 64.79 1 3 4.70 5.93 9.00 9.01 64.86 1 3 4.80 5.93 8.97 8.96 64.94 & NH3 TOX 1 3 4.90 5.92 8.93 8.92 65.01 1 3 5.00 5.91 8.90 8.87 65.09 1 3 5.10 5.91 8.86 8.83 65.16 1 3 5.20 5.90 8.83 8.78 65.23 1 3 5.30 5.89 8.80 8.73 65.31 1 3 5.40 5.89 8.77 8.69 65.38 1 3 5.50 5.88 8.73 8.65 65.46 1 3 5.60 5.88 8.70 8.60 65.53 1 3 5.70 5.88 8.67 8.56 65.60 1 3 5.80 5.87 8.63 8.51 65.68 1 3 5.90 5.87 8.60 8.47 65.75 1 3 6.00 5.87 8.57 8.43 65.83 1 3 6.10 5.86 8.54 8.38 65.90 1 3 6.20 5.86 8.51 8.34 65.97 1 3 6.30 5.86 8.47 8.30 66.05 1 3 6.40 5.86 8.44 8.26 66.12 1 3 6.50 5.86 8.41 8.21 66.20 1 3 6.60 5.86 8.38 8.17 66.27 1 3 6.70 5.86 8.35 8.13 66.34 1 3 6.80 5.86 8.32 8.09 66.42 1 4 6.80 5.87 13.47 8.81 73.78 1 4 7.00 5.85 13.38 8.73 73.93 1 4 7.20 5.82 13.28 8.64 74.08 1 4 7.40 5.80 13.19 8.56 74.22 1 4 7.60 5.78 13.10 8.48 74.37 1 4 7.80 5.77 13.01 8.40 74.52 1 4 8.00 5.75 12.91 8.33 74.67 1 4 8.20 5.74 12.82 8.25 74.82 1 4 8.40 5.73 12.73 8.17 74.96 1 4 8.60 5.72 12.65 8.10 75.11 1 4 8.80 5.72 12.56 8.02 75.26 1 5 8.80 5.73 15.44 8.06 78.36 1 5 9.20 5.69 15.23 7.91 78.66 1 5 9.60 5.67 15.03 7.77 78.95 1 5 10.00 5.65 14.82 7.64 79.25 1 5 10.40 5.63 14.62 7.50 79.54 1 5 10.80 5.62 14.42 7.37 79.84 1 5 11.20 5.62 14.23 7.24 80.14 1 5 11.60 5.62 14.04 7.11 80.43 1 5 12.00 5.63 13.85 6.98 80.73 1 5 12.40 5.63 13.66 6.86 81.02 1 5 12.80 5.64 13.48 6.74 81.32 1 5 13.20 5.66 13.30 6.62 81.62 1 5 13.60 5.67 13.12 6.50 81.91 1 6 13.60 5.67 13.13 6.53 81.94 1 6 13.64 5.67 13.11 6.52 81.97 1 6 13.68 5.67 13.09 6.51 82.00 1 6 13.72 5.67 13.08 6.50 82.03 1 6 13.76 5.68 13.06 6.49 82.06 1 6 13.80 5.68 13.04 6.48 82.09 1 6 13.84 5.68 13.02 6.46 82.12 1 6 13.88 5.68 13.01 6.45 82.15 1 6 13.92 5.68 12.99 6.44 82.18 1 6 13.96 5.68 12.97 6.43 82.21 1 6 14.00 5.69 12.95 6.42 82.24 1 7 14.00 5.69 12.96 6.43 82.25 1 7 14.10 5.69 12.92 6.40 82.32 1 7 14.20 5.70 12.87 6.37 82.40 1 7 14.30 5.70 12.83 6.35 82.47 1 7 14.40 5.71 12.79 6.32 82.54 1 7 14.50 5.71 12.74 6.29 82.62 1 7 14.60 5.72 12.70 6.26 82.69 1 7 14.70 5.72 12.66 6.24 82.77 1 7 14.80 5.73 12.62 6.21 82.84 1 7 14.90 5.73 12.58 6.18 82.91 1 7 15.00 5.74 12.53 6.16 82.99 1 7 15.10 5.74 12.49 6.13 83.06 1 7 15.20 5.75 12.45 6.10 83.14 1 7 15.30 5.76 12.41 6.08 83.21 1 7 15.40 5.76 12.37 6.05 83.28 1 7 15.50 5.77 12.33 6.02 83.36 1 7 15.60 5.77 12.29 6.00 83.43 1 7 15.70 5.78 12.25 5.97 83.51 1 7 15.80 5.79 12.20 5.95 83.58 1 7 15.90 5.79 12.16 5.92 83.65 1 7 16.00 5.80 12.12 5.89 83.73 1 7 16.10 5.80 12.08 5.87 83.80 1 7 16.20 5.81 12.04 5.84 83.88 1 7 16.30 5.82 12.00 5.82 83.95 1 7 16.40 5.82 11.96 5.79 84.02 1 7 16.50 5.83 11.92 5.77 84.10 1 7 16.60 5.84 11.88 5.74 84.17 1 7 16.70 5.84 11.85 5.72 84.25 1 7 16.80 5.85 11.81 5.69 84.32 1 7 16.90 5.86 11.77 5.67 84.39 1 7 17.00 5.86 11.73 5.64 84.47 1 7 17.10 5.87 11.69 5.62 84.54 1 7 17.20 5.88 11.65 5.60 84.62 1 7 17.30 5.88 11.61 5.57 84.69 1 7 17.40 5.89 11.57 5.55 84.76 1 7 17.50 5.90 11.54 5.52 84.84 1 7 17.60 5.90 11.50 5.50 84.91 1 7 17.70 5.91 11.46 5.48 84.99 1 7 17.80 5.92 11.42 5.45 85.06 1 7 17.90 5.92 11.39 5.43 85.13 1 7 18.00 5.93 11.35 5.41 85.21 1 7 18.10 5.94 11.31 5.38 85.28 1 7 18.20 5.94 11.27 5.36 85.36 1 7 18.30 5.95 11.24 5.34 85.43 1 7 18.40 5.96 11.20 5.32 85.50 1 7 18.50 5.96 11.16 5.29 85.58 1 7 18.60 5.97 11.13 5.27 85.65 1 7 18.70 5.98 11.09 5.25 85.73 1 7 18.80 5.98 11.05 5.23 85.80 1 7 18.90 5.99 11.02 5.20 85.87 1 7 19.00 6.00 10.98 5.18 85.95 1 7 19.10 6.01 10.94 5.16 86.02 1 7 19.20 6.01 10.91 5.14 86.10 1 7 19.30 6.02 10.87 5.11 86.17 1 7 19.40 6.03 10.84 5.09 86.24 1 7 19.50 6.03 10.80 5.07 86.32 1 7 19.60 6.04 10.77 5.05 86.39 1 7 19.70 6.05 10.73 5.03 86.47 1 7 19.80 6.05 10.70 5.01 86.54 1 7 19.90 6.06 10.66 4.99 86.61 1 7 20.00 6.07 10.63 4.97 86.69 1 7 20.10 6.08 10.59 4.94 86.76 1 7 20.20 6.08 10.56 4.92 86.84 1 7 20.30 6.09 10.52 4.90 86.91 1 7 20.40 6.10 10.49 4.88 86.98 1 7 20.50 6.10 10.45 4.86 87.06 1 7 20.60 6.11 10.42 4.84 87.13 1 7 20.70 6.12 10.39 4.82 87.21 1 7 20.80 6.12 10.35 4.80 87.28 1 7 20.90 6.13 10.32 4.78 87.35 1 7 21.00 6.14 10.28 4.76 87.43 1 7 21.10 6.14 10.25 4.74 87.50 1 7 21.20 6.15 10.22 4.72 87.58 1 7 21.30 6.16 10.18 4.70 87.65 1 7 21.40 6.17 10.15 4.68 87.72 1 7 21.50 6.17 10.12 4.66 87.80 1 7 21.60 6.18 10.09 4.64 87.87 1 7 21.70 6.19 10.05 4.62 87.95 1 7 21.80 6.19 10.02 4.60 88.02 1 7 21.90 6.20 9.99 4.58 88.09 1 7 22.00 6.21 9.95 4.56 88.17 1 7 22.10 6.21 9.92 4.54 88.24 1 7 22.20 6.22 9.89 4.53 88.32 1 7 22.30 6.23 9.86 4.51 88.39 1 7 22.40 6.23 9.83 4.49 88.46 1 7 22.50 6.24 9.79 4.47 88.54 1 7 22.60 6.25 9.76 4.45 88.61 1 7 22.70 6.25 9.73 4.43 88.69 1 7 22.80 6.26 9.70 4.41 88.76 I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow /Z//f/Y� SUMMER MODEL W/ SECOND BROAD RIVER DISCHRGS (SPINDALE, 2*BOD5) ---------- MODEL RESULTS Discharger : TOWN OF SPINDALE Receiving Stream : CATHEYS CREEK --------------------------------------------- The End D.O. is 5.83 mg/l. The End CBOD is 9.41 mg/l. The End NBOD is 6.80 mg/l. --------------------------------------------- WLA WLA WLA DO Min CBOD NBOD DO Waste Flow (mg/1) Milepoint Reach # (mg/1) (mg/1) ---- ---- (mg/1) -- (mgd) ---------- Segment 1 ---------------------- 5.12 12.40 5 060.00 Reach 1 58.50 6.00 6.00000 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 0.00 0.00 0.00 0.00000 Reach 4 © 60.00 76.50 6.00 4.25000 Reach 5 0)85.50 9.00 6.00 2.00000 Reach 6 © 45.00 90.00 0.00 0.01800 Reach 7 045.00 90.00 0.00 0.00700 *** MODEL SUMMARY DATA *** JZ�/9�fa Discharger : TOWN OF SPINDALE Receiving Stream : CATHEYS CREEK Summer 7Q10 : 20.0 Design Temperature: 25.0 Subbasin : 030802 Stream Class: C Winter 7Q10 : 26.0 ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I -------------------------------------------------------------------------------- I mile I ft/mil fps I ft Idesignl @20;6 Idesignl @20;6 Idesignl Segment 1 I I 1 0.50I I 10.601 0.731 I 11.64 I I 10.38 1 0.31 I I 1 7.61 1 I 6.821 I 0.44 I Reach -------------------------------------------------------------------------------- 1 I I I I 1 I I I I 1 Segment 1 I I I 1.40I I 4.001 0.554 I 1 1.90 I I 10.30 1 0.24 I I 1 2.18 I I 1.951 I 0.44 I Reach -------------------------------------------------------------------------------- 2 1 1 1 I I I I 1 1 I Segment 1 I I I 4.901 I 4.001 0.613 I 12.65 I I 10.29 10.23 I I 1 2.40 1 I 2.161 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 I I I 1 1 1 I 1 Segment 1 I I I 2.001 I 4.00I 0.660 I 12.73 I I 10.29 10.23 I I 1 2.59 1 I 2.321 I 0.44 I Reach -------------------------------------------------------------------------------- 4 1 1 1 I 1 1 1 1 1 1 Segment 1 I I 1 4.80I I 4.001 0.682 I 1 2.78 I I 1 0.29 10.23 I I 1 2.68 1 I 2.401 I 0.44 1 Reach -------------------------------------------------------------------------------- 5 I 1 I I I I I 1 I 1 Segment 1 I I 1 0.401 I 4.00I 0.683 I 12.82 I I 1 0.29 10.23 I I 1 2.68 1 I 2.411 I 0.44 I Reach -------------------------------------------------------------------------------- 6 1 I I I I 1 1 1 1 I Segment 1 I I I 8.80I I 4.00I 0.686 I 12.87 I I 1 0.29 1 0.23 I I 12.69 I I 2.421 I 0.44 1 Reach 7 I I --------------------------------------------------------------- I 1 1 1 I 1 1 1 Flow I CBOD I NBOD I I cfs I mg/l I mg/l I Segment 1 Reach 1 Waste 1 9.300 1 60.000 1 58.500 1 Headwatersl 20.000 1 2.000 1 3.000 1 Tributary I 0.000 I 2.000 1 3.000 1 * Runoff I 0.680 I 2.000 1 3.000 1 D.O. 1 mg/l 1 6.000 7.440 7.440 7.440 Segment 1 Reach 2 Waste I 0.000 I 0.000 1 0.000 1 0.000 Tributary I 0.000 1 2.000 1 3.000 1 7.440 * Runoff I 0.680 1 2.000 1 3.000 1 7.440 Segment 1 Reach 3 Waste I 0.000 1 0.000 1 0.000 1 0.000 Tributary 1 32.200 I 2.000 1 3.000 1 7.440 * Runoff I 0.740 I 2.000 1 3.000 1 7.440 Segment 1 Reach 4 Waste 1 6.588 160.000 1 76.500 1 6.000 Tributary 1 0.000 1 2.000 1 3.000 1 7.440 * Runoff 1 0.740 I 2.000 1 3.000 1 7.440 Segment 1 Reach 5 Waste I 3.100 1 85.500 1 9.000 1 6.000 Tributary 1 0.000 I 2.000 1 3.000 1 7.440 * Runoff I 0.740 1 2.000 1 3.000 1 7.440 Segment 1 Reach 6 Waste I 0.028 145.000 1 90.000 1 0.000 Tributary I 0.000 1 2.000 1 3.000 1 7.440 * Runoff 1 0.740 I 2.000 1 3.000 1 7.440 Segment 1 Reach 7 Waste I 0.011 1 45.000 1 90.000 1 0.000 Tributary I 0.000 I 2.000 1 3.000 1 7.440 * Runoff I 0.740 I 2.000 1 3.000 1 7.440 * Runoff flow is in cfs/mile SUMMER MODEL W/ SECOND BROAD RIVER DISCHRGS (SPINDALE, 2*BOD5) Seg # I Reach # Seg Mi I D.O. I CBOD I NBOD I Flow I 1 1 0.00 6.98 20.41 20.62 29.30 1 1 0.05 6.95 20.36 20.56 29.33 1 1 0.10 6.93 20.30 20.50 29.37 1 1 0.15 6.90 20.25 20.44 29.40 1 1 0.20 6.87 20.19 20.38 29.44 1 1 0.25 6.85 20.14 20.33 29.47 1 1 0.30 6.82 20.09 20.27 29.50 1 1 0.35 6.80 20.03 20.21 29.54 1 1 0.40 6.78 19.98 20.16 29.57 1 1 0.45 6.76 19.93 20.10 29.61 1 1 0.50 6.74 19.88 20.04 29.64 1 2 0.50 6.74 19.88 20.04 29.64 1 2 0.60 6.62 19.77 19.91 29.71 1 2 0.70 6.50 19.66 19.77 29.78 1 2 0.80 6.38 19.56 19.64 29.84 1 2 0.90 6.27 19.45 19.50 29.91 1 2 1.00 6.16 19.35 19.37 29.98 1 2 1.10 6.06 19.25 19.24 30.05 1 2 1.20 5.96 19.15 19.11 30.12 1 2 1.30 5.87 19.04 18.98 30.18 1 2 1.40 5.77 18.94 18.86 30.25 1 2 1.50 5.68 18.84 18.73 30.32 1 2 1.60 5.60 18.74 18.60 30.39 1 2 1.70 5.52 18.64 18.48 30.46 1 2 1.80 5.44 18.54 18.35 30.52 1 2 1.90 5.36 18.45 18.23 30.59 1 3 1.90 6.43 10.01 10.42 62.79 1 3 2.00 6.40 9.97 10.37 62.87 1 3 2.10 6.37 9.94 10.31 62.94 1 3 2.20 6.34 9.90 10.26 63.01 1 3 2.30 6.32 9.86 10.20 63.09 1 3 2.40 6.29 9.82 10.15 63.16 1 3 2.50 6.27 9.79 10.10 63.24 1 3 2.60 6.24 9.75 10.05 63.31 1 3 2.70 6.22 9.71 9.99 63.38 1 3 2.80 6.20 9.67 9.94 63.46 1 3 2.90 6.18 9.64 9.89 63.53 1 3 3.00 6.16 9.60 9.84 63.61 1 3 3.10 6.14 9.56 9.79 63.68 1 3 3.20 6.12 9.53 9.74 63.75 1 3 3.30 6.11 9.49 9.69 63.83 1 3 3.40 6.09 9.45 9.64 63.90 1 3 3.50 6.07 9.42 9.59 63.98 1 3 3.60 6.06 9.38 9.54 64.05 1 3 3.70 6.04 9.35 9.49 64.12 1 3 3.80 6.03 9.31 9.44 64.20 1 3 3.90 6.02 9.28 9.39 64.27 1 3 4.00 6.01 9.24 9.34 64.35 1 3 4.10 5.99 9.21 9.29 64.42 1 3 4.20 5.98 9.17 9.24 64.49 1 3 4.30 5.97 9.14 9.20 64.57 1 3 4.40 5.96 9.10 9.15 64.64 1 3 4.50 5.95 9.07 9.10 64.72 1 3 4.60 5.94 9.03 9.06 64.79 1 3 4.70 5.93 9.00 9.01 64.86 1 3 4.80 5.93 8.97 8.96 64.94 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 4.90 5.92 8.93 8.92 65.01 5.00 5.91 8.90 8.87 65.09 5.10 5.91 8.86 8.83 65.16 5.20 5.90 8.83 8.78 65.23 5.30 5.89 8.80 8.73 65.31 5.40 5.89 8.77 8.69 65.38 5.50 5.88 8.73 8.65 65.46 5.60 5.88 8.70 8.60 65.53 5.70 5.88 8.67 8.56 65.60 5.80 5.87 8.63 8.51 65.68 5.90 5.87 8.60 8.47 65.75 6.00 5.87 8.57 8.43 65.83 6.10 5.86 8.54 8.38 65.90 6.20 5.86 8.51 8.34 65.97 6.30 5.86 8.47 8.30 66.05 6.40 5.86 8.44 8.26 66.12 6.50 5.86 8.41 8.21 66.20 6.60 5.86 8.38 8.17 66.27 6.70 5.86 8.35 8.13 66.34 6.80 5.86 8.32 8.09 66.42 6.80 5.87 12.98 14.26 73.01 7.00 5.80 12.89 14.12 73.15 7.20 5.74 12.80 13.99 73.30 7.40 5.68 12.71 13.85 73.45 7.60 5.63 12.62 13.72 73.60 7.80 5.58 12.53 13.58 73.75 8.00 5.54 12.44 13.45 73.89 8.20 5.50 12.35 13.32 74.04 8.40 5.46 12.26 13.19 74.19 8.60 5.43 12.18 13.07 74.34 8.80 5.40 12.09 12.94 74.49 8.80 5.42 15.02 12.78 77.59 9.20 5.35 14.82 12.55 77.88 9.60 5.29 14.62 12.31 78.18 10.00 5.24 14.42 12.09 78.47 10.40 5.20 14.22 11.86 78.77 10.80 5.17 14.03 11.64 79.07 11.20 5.15 13.84 11.43 79.36 11.60 5.13 13.65 11.22 79.66 12.00 5.12 13.46 11.01 79.95 12.40 5.12 13.28 10.81 80.25 12.80 5.12 13.10 10.62 80.55 13.20 5.13 12.92 10.42 80.84 13.60 5.14 12.75 10.23 81.14 13.60 5.14 12.76 10.26 81.17 13.64 5.14 12.74 10.24 81.19 13.68 5.14 12.73 10.22 81.22 13.72 5.14 12.71 10.20 81.25 13.76 5.14 12.69 10.18 81.28 13.80 5.15 12.68 10.17 81.31 13.84 5.15 12.66 10.15 81.34 13.88 5.15 12.64 10.13 81.37 13.92 5.15 12.62 10.11 81.40 13.96 5.15 12.61 10.09 81.43 14.00 5.15 12.59 10.07 81.46 14.00 5.15 12.59 10.08 81.47 14.10 5.16 12.55 10.04 81.55 14.20 5.16 12.51 9.99 81.62 14.30 5.17 12.47 9.95 81.69 14.40 5.17 12.43 9.90 81.77 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 7 7 7 7 7 7 7 7 7 7 7 7 7 14.50 5.18 12.39 9.86 81.84 14.60 5.18 12.34 9.81 81.92 14.70 5.19 12.30 9.77 81.99 14.80 5.19 12.26 9.72 82.06 14.90 5.20 12.22 9.68 82.14 15.00 5.20 12.18 9.63 82.21 15.10 5.21 12.14 9.59 82.29 15.20 5.22 12.10 9.55 82.36 15.30 5.22 12.06 9.50 82.43 15.40 5.23 12.02 9.46 82.51 15.50 5.23 11.98 9.42 82.58 15.60 5.24 11.94 9.38 82.66 15.70 5.25 11.90 9.33 82.73 15.80 5.25 11.86 9.29 82.80 15.90 5.26 11.82 9.25 82.88 16.00 5.27 11.78 9.21 82.95 16.10 5.28 11.74 9.17 83.03 16.20 5.28 11.70 9.12 83.10 16.30 5.29 11.66 9.08 83.17 16.40 5.30 11.62 9.04 83.25 16.50 5.30 11.58 9.00 83.32 16.60 5.31 11.55 8.96 83.40 16.70 5.32 11.51 8.92 83.47 16.80 5.33 11.47 8.88 83.54 16.90 5.33 11.43 8.84 83.62 17.00 5.34 11.39 8.80 83.69 17.10 5.35 11.36 8.76 83.77 17.20 5.36 11.32 8.72 83.84 17.30 5.37 11.28 8.68 83.91 17.40 5.37 11.24 8.64 83.99 17.50 5.38 11.21 8.60 84.06 17.60 5.39 11.17 8.57 84.14 17.70 5.40 11.13 8.53 84.21 17.80 5.41 11.09 8.49 84.28 17.90 5.41 11.06 8.45 84.36 18.00 5.42 11.02 8.41 84.43 18.10 5.43 10.98 8.38 84.51 18.20 5.44 10.95 8.34 84.58 18.30 5.45 10.91 8.30 84.65 18.40 5.45 10.88 8.26 84.73 18.50 5.46 10.84 8.23 84.80 18.60 5.47 10.80 8.19 84.88 18.70 5.48 10.77 8.15 84.95 18.80 5.49 10.73 8.12 85.02 18.90 5.50 10.70 8.08 85.10 19.00 5.51 10.66 8.04 85.17 19.10 5.51 10.63 8.01 85.25 19.20 5.52 10.59 7.97 85.32 19.30 5.53 10.56 7.94 85.39 19.40 5.54 10.52 7.90 85.47 19.50 5.55 10.49 7.87 85.54 19.60 5.56 10.45 7.83 85.62 19.70 5.57 10.42 7.80 85.69 19.80 5.57 10.38 7.76 85.76 19.90 5.58 10.35 7.73 85.84 20.00 5.59 10.32 7.69 85.91 20.10 5.60 10.28 7.66 85.99 20.20 5.61 10.25 7.62 86.06 20.30 5.62 10.22 7.59 86.13 20.40 5.63 10.18 7.56 86.21 1 7 20.50 5.63 10.15 7.52 86.28 1 7 20.60 5.64 10.12 7.49 86.36 1 7 20.70 5.65 10.08 7.46 86.43 1 7 20.80 5.66 10.05 7.42 86.50 1 7 20.90 5.67 10.02 7.39 86.58 1 7 21.00 5.68 9.98 7.36 86.65 1 7 21.10 5.69 9.95 7.33 86.73 1 7 21.20 5.69 9.92 7.29 86.80 1 7 21.30 5.70 9.89 7.26 86.87 1 7 21.40 5.71 9.85 7.23 86.95 1 7 21.50 5.72 9.82 7.20 87.02 1 7 21.60 5.73 9.79 7.17 87.10 1 7 21.70 5.74 9.76 7.13 87.17 1 7 21.80 5.75 9.73 7.10 87.24 1 7 21.90 5.75 9.69 7.07 87.32 1 7 22.00 5.76 9.66 7.04 87.39 1 7 22.10 5.77 9.63 7.01 87.47 1 7 22.20 5.78 9.60 6.98 87.54 1 7 22.30 5.79 9.57 6.95 87.61 1 7 22.40 5.80 9.54 6.92 87.69 1 7 22.50 5.81 9.51 6.89 87.76 1 7 22.60 5.81 9.47 6.86 87.84 1 7 22.70 5.82 9.44 6.83 87.91 1 7 22.80 5.83 9.41 6.80 87.98 Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow T 0 X I C S R E V I E W 12/21/90 ver 3.0 Facility: TOWN OF FOREST CITY NPDES Permit No.: NCO025984 Statue (E, P, or M): E Permitted Flow: 5.75 mgd Actual Average Flow: 1.99 mgd Subbasln: •030802 Receiving Stream: SECOND BROAD RIVER Stream Classification: WS-III 7p10: 47.00 cfa INC: 15.9 4 --- ---------------- P R E T R E A T M E N T D A T A-----e------- ve EFFLUENT DATA �- ACTUAL ACTUAL PERMITTED I I I or Ind. ♦ Ind. ♦ I ACTUAL I I Default ACTUAL Domestic PERMITTED Domestic I Maximum I Standard Acute I Removal Allowable Domestic Industrial Total Industrial Total I Daily I Pollutant AL Criteria I Eff. Load Load Load Load Load Load I Value I (ug/1) (ug/1) I 4 (4/d) (4/d) (4/d) _________ (4/d) ________ (4/d) ------ (4/d) ________ I (ug/1) I _________ _________ --------- Cadmium -- S ------ 2.0 ---------I 1.79 I --------- 92% --------- 6.75 --------- 0.02 0.14 0.16 0.13 0.150 I 1 19.00 I Chromium S 50.0 984 76% 56.25 0.02 0.14 0.16 1.12 1.140 1 I Copper AL 7.0 9.2 82% 10.50 0.10 2.00 2.10 2.25 2.350 297.00 Nickel S 25.0 789 1 32% 9.93 0.04 0.28 0.32 0.27 0.310 125.00 I Lead S 25.0 34 1 81% 35.53 0.03 0.40 0.43 3.66 3.690 1 70.00 I Zinc AL 50.0 65 1 771 58.70 0.90 2.65 3.55 6.38 7.280 I 480.00 I Cyanide S 5.0 22.0 1 59% 3.29 0.01 0.57 0.58 0.11 0.120 I 100.00 I Mercury S 0.012 2.4 1 86% 0.02 0.00 0.01 0.01 0.00 0.001 I Silver AL 0.060 1.2 1 94% 0.27 0.02 0.14 0.16 0.22 0.240 1 1 Selenium S 5.0 20 1 80% 6.75 1 Arsenic S 50.0 360 1 80% 67.50 1 Phenols S 1.0 1020 1 99% 27.00 0.20 3.76 3.96 14.15 14.350 1 39.00 I --- ------ ---- o-o-ve----e-- A N A L Y S I S R E S U L T S -------------- e-.--.-e------------ ---- II Monitor / Limit / Special Condition• I I Allowable Allowablel Predicted Predicted I I I Effluent Effluent on ACTUAL on PERMIT.I Actual Actual I INSTREAM MONITORING I Bkg I Conc. Conc. Influent Influent I ACTUAL PERFIITTED Daily Max. Wk. Avg. I Based on Based on I Pollutant Conc. I CHRONIC ACUTE I Data Data I Influent Influent Effluent Effluent I Actual Actual I (ug/1) I (ug/1) (ug/1) I (ug/1) (ug/1) I Loading -------- Loading Data Data I Daily Max. Wk. Avg. I --------- Cadmium -- S ------ I I -------- 12.547 ------- 11.230 1 --------- I 0.769 -------- 1 0.721 I Monitor -------- Monitor --------- --------- Limit 1 ------- _______- 1 I Monitor I Chromium S I 313.675 6175.124 1 2.308 16.442 I Monitor 1 I Copper AL 1 43.914 57.842 1 22.716 25.421 1 Monitor Monitor Special I Monitor I Nickel S 1 156.837 4949.785 1 13.077 12.668 1 Monitor Monitor Limit I Monitor 1 Lead S 1 156.837 211.919 1 4.910 42.134 1 Monitor Limit Limit I I Zinc AL 1 313.675 408.028 1 49.069 100.625 1 Monitor Monitor Special I Monitor I Cyanide S 31.367 138.017 1 14.291 2.957 1 Limit Monitor Limit I Monitor I Mercury S 0.075 15.056 1 0.067 0.008 1 Limit Limit I l Silver AL I 0.376 7.716 0.577 0.865 I Monitor Monitor Selenium S I 31.367 125.470 I 0.000 0.000 I I Arsenic S I 313.675 2258.457 1 0.000 0.000 1 I Phenols S I 6.273 6398.962 1 2.380 8.624 1 Monitor Monitor Limit I Monitor l T O X I C S R E V I E W 12/21/90 ver 3.0 Facility: TOWN OF FOREST CITY NPDES Permit No.: NCO025984 Status (E, P, or M): E Permitted Flow: 5.25 mgd Actual Average Flow: 1.99 mgd Subbasin: '030802 Receiving Stream: SECOND BROAD RIVER Stream Classification: WS-III 7910: 47.00 cfs INC: 14.8 t Standard Pollutant AL (ug/1) Cadmium Chromium Copper Nickel Lead Zinc Cyanide Mercury Silver Selenium Arsenic Phenols Pollutant Cadmium Chromium Copper Nickel Lead Zinc Cyanide Mercury Silver Selenium Arsenic Phenols S 2.0 S 50.0 AL 7.0 S 25.0 S 25.0 AL 50.0 S 5.0 S 0.012 AL 0.060 S 5.0 5 50.0 S 1.0 I I I Acute I Removal Criteria I Eff. (ug/1) I 4 _________I 1.79 ________ 921 984 761 9.2 1 82% 789 I 32% 34 I 81% 65 I 771 22.0 59% 2.4 06i 1.2 1 94% 20 1 80% 360 1 804 1020 1 99% ------------ PRE T REATMENT D A T A ------ ACTUAL ACTUAL or Ind. + Default ACTUAL Domestic PERMITTED Allowable Domestic Industrial Total Industrial Load Load Load Load Load (4/d) _________ (4/d) _________ (J/d) _________ (4/d) ________ (4/d) _______ 6.75 0.02 0.14 0.16 0.13 56.25 0.02 0.14 0.16 1.12 10.50 0.10 2.00 2.10 2.25 9.93 0.04 0.28 0.32 0.27 35.53 0.03 0.40 0.43 3.66 58.70 0.90 2.65 3.55 6.38 3.29 0.01 0.57 0.58 0.11 0.02 0.00 0.01 0.01 0.00 0.27 0.02 0.14 0.16 0.22 6.75 67.50 27.00 0.20 3.76 3.96 14.15 ---------- --� EFFLUENT DATA PERMITTED I Ind. + I ACTUAL Domestic I Maximum Total I Daily Load I Value (4/d) I _________ (ug/1) _________ 0.150 I 19.00 1.140 1 2.350 I 297.00 0.310 I 125.00 3.690 I 70.00 7.280 I 480.00 0.120 I 100.00 0.001 1 0.240 1 14.350 1 39.00 ------------------------a----- A N A L Y S I S R E S U L T S ---------- ----a----- ---- --e---e-- I I Monitor / Limit / Special Condition- 1 I Allowable Allowablel Predicted Predicted I 1 I Effluent Effluent I on ACTUAL on PERMIT.I Actual Actual I INSTREAM MONITORING I Bkg I Cone. Cone. I Influent Influent I ACTUAL PERMITTED Daily Max. Wk. Avg. I Based on Based on I Cone. I CHRONIC ACUTE I Data Data I Influent Influent Effluent Effluent I Actual Actual I (ug/1) I (ug/1) (ug/1) I (ug/1) (ug/1) I Loading ________ Loading Data Data I Daily Max. _________ _________ ________ Wk. Avg. S ________ 13.551 ________ I 12.129 I --------- 0.769 -------- I 0.721 I Monitor ________ Monitor I Limit I ________ I Monitor S 338.766 6669.486 1 2.308 16.442 I Monitor I I AL 1 47.430 62.472 1 22.716 25.421 1 Monitor Monitor Special I Monitor I S 1 169.393 5346.051 1 13.077 12.668 I Monitor Monitor Limit I Monitor I S 1 169.393 228.884 1 4.910 42.134 Monitor Limit Limit I I AL 1 338.786 440.693 1 49.069 100.625 1 Monitor Monitor Special Monitor I S 1 33.879 149.066 1 14.291 2.957 1 Limit Monitor Limit Monitor I S 1 0.081 16.262 1 0.067 0.008 1 Limit Limit I I AL I 0.407 8.334 1 0.577 0.865 1 Monitor Monitor I I S I 33.879 135.515 1 0.000 0.000 1 I S I 338.786 2439.263 1 0.000 0.000 1 I S I 6.776 6911.244 1 2.380 8.624 1 Monitor Monitor Limit I Monitor T 0 X I C S R E V I E W 12/21/90 ver 3.0 Facility: TOWN OF FOREST CITY NPDES Permit No.: NCO025984 Status (E, P, or M): E Permitted Flow: 4.75 mgd Actual Average Flow: 1.99 mgd Subbasin: '030802 Receiving Stream: SECOND BROAD RIVER Stream Classification: WS-III 7010: 47.00 cfa INC: 13.5 t ----------------- P R E T R E A T M E N T D A T A------------ --- EFFLUENT DATA I ACTUAL ACTUAL PERMITTED I I 1 or Ind. a Ind. a 1 ACTUAL I I Default ACTUAL Domestic PERMITTED Domestic I Maximum I Standard Acute I Removal Allowable Domestic Industrial Total Industrial Total I Daily I Pollutant AL Criteria I Eff. Load Load Load Load Load Load I Value I (ug/1) (ug/1) I t (4/d) (4/d) (t/d) (t/d) (4/d) (t/d) I (ug/1) I --------- Cadmium -- S ------ 2.0 ---------1 1.79 I --------- 92% --------- 6.75 --------- 0.02 --------- 0.14 -------- 0.16 ------- 0.13 -------- I --------- 0.150 I -------- I 19.00 I Chromium S 50.0 984 1 76% 56.25 0.02 0.14 0.16 1.12 1.140 I I Copper AL 7.0 9.2 1 82t 10.50 0.10 2.00 2.10 2.25 2.350 I 297.00 I Nickel S 25.0 789 1 32% 9.93 0.04 0.28 0.32 0.27 0.310 I 125.00 I Lead S 25.0 34 I 81% 35.53 0.03 0.40 0.43 3.66 3.690 I 70.00 Zinc AL 50.0 65 I 774 58.70 0.90 2.65 3.55 6.38 7.200 I 480.00 Cyanide S 5.0 22.0 I 591 3.29 0.01 0.57 0.58 0.11 0.120 1 100.00 Mercury S 0.012 2.4 1 86t 0.02 0.00 0.01 0.01 0.00 0.001 1 1 Silver AL 0.060 1.2 1 94% 0.27 0.02 0.14 0.16 0.22 0.240 1 I Selenium S 5.0 20 1 BOt 6.75 I Arsenic S 50.0 360 1 80% 67.50 I I Phenols S 1.0 1020 1 99% 27.00 0.20 3.76 3.96 14.15 14.350 1 39.00 I -------------------------------- A N A L Y S I S R E S U L T 5------------------------------------------- I Monitor / Limit / Special Condition` I Allowable Allowable[ Predicted Predicted I I I Effluent Effluent I on ACTUAL on PERMIT.I Actual Actual INSTREAM MONITORING I SO I Cone. Cone. I Influent Influent I ACTUAL PERMITTED Daily Max. Wk. Avg. I Based on Based on Pollutant Cone. I CHRONIC ACUTE I Data Data I Influent Influent Effluent Effluent I Actual Actual (ug/1) I (ug/1) -------- (ug/1) I -------- (ug/1) --------- (ug/1) I -------- I Loading -------- Loading -------- Data --------- Data I Daily Max. ----------------- Wk. Avg. I -------- 1 --------- Cadmium -- S ------ I 1 14.767 I 13.217 1 0.769 0.721 1 Monitor Monitor Limit Monitor I Chromium S 1 369.185 7267.925 1 2.308 16.442 1 Monitor Copper AL 1 51.686 68.078 1 22.716 25.421 1 Monitor Monitor Special I Monitor Nickel S 1 184.593 5025.740 13.077 12.668 1 Monitor Monitor Limit I Monitor Lead S 1 184.593 249.421 I 4.910 42.134 I Monitor Limit Limit I Zinc AL 1 369.185 480.236 I 49.069 100.625 I Monitor Monitor Special I Monitor I Cyanide S I 36.919 162.441 1 14.291 2.957 Limit Monitor Limit I Monitor I Mercury S I 0.089 17.721 1 0.067 0.009 1 Limit Monitor 1 Silver AL 0.443 9.002 I 0.577 0.065 I Monitor Monitor I Selenium S I 36.919 147.674 0.000 0.000 I I I Arsenic S I 369.185 2658.132 0.000 0.000 1 I I Phenols S I 7.384 7531.375 2.380 8.624 1 Monitor Monitor Limit I Monitor I D� C� 12 .1 /ah z �l I/10 <, oi° ocz ext 6-7 7/7 -110 8/s° 711 C.°,° <,o/a 7113 711/ �,Z7 <,010 0 9 Wit Gitt� s/y t.ery .2W. �/o G a z of 1, oby Qo <16 </o «o zo <,ot t,or .032 </o </ o < zo <to <.a <,v <ro <az G.Oj— .033 <2.s ,oSSS ,67 «o .037 oYZ. 131 L.ozo �vfs� Gi lJ w� -- — CA) N; A Z✓ � � �- -- S%/f GL <zo dig Slzz y 20 f- F�6 .46 Zv 9/ 1 G,o(o OA, G <Lo .063 t.orb ,DYy 4e .49 e-Zo /O GZo OIL - /y!; /o -Zo ,esV f oso , a7,S 3/a3 c6 <z.e 5�Z6 �b L 2a 7-18 40/0 .19Y LL CZo ,orb -e.o-o ,/sq 211f, L6 < Zo 7120 <b G Zo 112.9 <L <ZO Discharger: �✓k r- Permit No.: NC00 S9FJ'34 Receiving Stream: Sub -basin: 03eto t Upstream Location: Downstream Location /�{� 7y at,� - DownsL_,am DATE TEMP D.O. _.)5 COND Fe- NMs TEMP D.O. BOD5 COND FC• AW. DEC-90 �— NOV-90 OCT-90 /Sb / 2- /:? Aa9 L% /S9 $P /.I L6d ply � Z SEP-90 /y.6 y_� /.J /93 yTr,� ,J! 1o.M tr -- a.Y _ 1� 2107 6•d9 AUG-90 2 1_( ay.Y 7T/ 2,2 2co YcY9 t,o JUL-90 2y.L 7.s �� 2u90 � �L 2.t& 2� 29e7 o.4Z JUN-90 2=.3 7,9 o•9�t /S ��° A 12,; 7Y z.Ys— 201•o s?az u,c1 MAY-90 f� V /,ft -4 �rf e� /7.9 cs IIL! 929 o,zs APR-90 /40 /o.L /•td ///.7 /10 /6.1 /.sl /A( /�l Diaz MAR-90 �J�3 lAr /0.3 A 77- /Y/ z7! 1-4 3 FEB-90 I*, /p,/ /, fL 9Y.t Z?/t/ /e,L /O,l 1./z z 2�J G/ / JAN-90 9 0.7 /,71 92.i . WTI. — —�L o. L l` /.7f / /ze 1.7 DEC-89 NOV-89 OCT-89 SEP-89 AUG-89 JUL-89 JUN-89 MAY-89 APR-89 MAR- 89 -- -- - FEB-89 JAN-89 - DEC-88 NOV-88 - OCT-88 — SEP-88 AUG-88 JUL-88 JUN-88 -- MAY-88 APR-88 - MAR-88 - - FEB-88 JAN-88 - - DEC-87 _ --- - NOV-87 OCT-87 SEP-87 AUG-a- -- - --- MAY-a AP R-8 _ MAR-8- A?d- 8 VA facility hew/— "�ni Wasteflow (MGD) g.7s ` I1 I13 11 %11" 11 Potential effluent limit. combinations: BOD5 NH3-N -