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HomeMy WebLinkAboutNC0063355_Wasteload Allocation_19920826DIVISION OF ENVIRONMENTAL MANAGEMENT August 26, 1992 4f'IN4C•F.7�.n1i1S1 TO: Trevor Clement FROM: Jackie Nowell.! SUBJECT: Reevaluation of Killian Crossroads WLA with Revised 7Q10 flow Per your memo of August 22nd, I have completed a preliminary Level B model run for Killian Crossroads, using the 43% reduction in headwater and runoff flows for Reed Creek. In addition, recent modifications to the other Reed Creek dischargers were also input into this model. First, a upstream discharger (0.075 MGD) that had previously been included in the Killian Crossroads model has now been deleted'. Our WLA files had corre- spondence that the NPDES permit for Mom 6 Pops Western Steer had been rescinded in January 1992. Second, the Cross Country Campground facility upon permit renewal was given limits of BODS= 30 mg/l, summer NH3= 3 mg/l and winter NH3 = 9 mg/l, instead of the previous limits of 30/30 with no NH3 limits. The 43% reduction in stream flow, reduced loading from Cross Country, and the elimination of a 75,000 GPD discharger, resulted in a model prediction of a DO minimum of 5.99 mg/1 at 0.03 miles below the Killian Crossroads outfall. The model indicates that the BPJ limits that have been recommended for Killianfs staged wasteflows of 0.050 MGD and 0.075 MGD will protect the DO standard despite the downward revised 7Q10 flow. Please contact me if there any questions. cc: Steve Tedder Don Safrit WLA File MEMO TO: n^ eii l�n DATE: —22--q - — SUBJECT: U, .. / \ 3 cis ire onc- IIAA T-, C44442 From: >,,.srwita ; North Carolina Department of Environment, ° Health, and Natural Resources yr�y TC/Y �a Printed on PegcIed Paper it - -- - :- > 7Y C75 7po 0. 09 S—c "cb ---- ----- -------- a SUMMER MODEL W/ FLOWS REDUCED BY 43% _ PER USGS, MOM & POP RESCINDED ---------- MODEL RESULTS ---------- Discharger : MSWS-KILLIAN CROSSROADS WWTP Receiving Stream : REED CREEK ARM OF LAKE NORMAN ---------------------------------------------------------------------- The End D.O. is 6.44 mg/l. The End CBOD is 2.74 mg/l. The End ---------------------------------------------------------------------- NBOD is 0.66 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 5.99 1.64 6 Reach 1 0.00 0.00 0.00 0.00000 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 45.00 13.50 0.00 0.06500© Reach 4 0.00 0.00 0.00 0.00000 Reach 5 22.50 18.00 6.00 0.07500q> Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 �U /1 /`� J *** MODEL SUMMARY DATA *** Discharger - : MSWS-KILLIAN CROSSROADS WWTP Subbasin : 030832 Receiving Stream : REED CREEK ARM OF LAKE NORMAN Stream Class: C Summer 7Q10 : 1.3 Winter 7Q10 : 1.6 Design Temperature: 25.0 ILENGTHI SLOPE) VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I -------------------------------------------------------------------------------- I mile I ft/mil fps I ft. Idesignl @20;� Idesignl @20;1 Idesignl Segment 1 I I 1 0.501 I 25.601 0.110 I 1 0.42 I I 1 0.38 1 0.30 I I 15.64 1 I 5.061 I 0.73 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.341 I 18.301 0.132 1 I 0.50 I I 1 0.36 1 0.29 I I 14.86 1 I 4.361 I 0.44 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.751 I 18.301 I 0.177 1 0.55 I I 1 0.38 1 0.31 I I 1 6.49 1 I 5.821 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 2.00 I I 1 0.25 1 0.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 4 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 2.00 I I 1 0.25 1 0.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 5 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 3.00 I I 1 0.25 1 0.20 I I 1 0.75 I I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 6 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 3.00 I I 1 0.25 1 0.20 I I 1 0.75 1 I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 7 1 1 1 1 1 1 1 1 1 1 I Flow 1 cfs Segment 1 Reach 1 Waste I 0.000 Headwatersl 0.285 Tributary I 0.000 * Runoff 1 0.046 I CBOD I NBOD I D.O. I I mg/l I mg/1 I mg/l I I 0.000 I 0.000 I 0.000 I 2.000 I 1.000 I 7.440 I 2.000 ( 1.000 i 7.440 2.000 I 1.000 I 7.440 Segment 1 Reach 2 Waste I 0.000 1 0.000 1 0.000 I 0.000 Tributary I 0.000 I 2.000 ( 1.000 ( 7.440 * Runoff 1 1.080 I 2.000 1 1.000 ( 7.440 Segment 1 Reach 3 Waste I 0.101 145.000 113.500 ( 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff ( 0.074 I 2.000 I 1.000 I 7.440 Segment 1 Reach 4 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 ( 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1.Reach 5 Waste I 0.116 122.500 118.000 I 6.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 6 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 ( 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 7 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 ( 7.440 * Runoff flow is in cfs/mile I Seg # I Reach # I Seg Mi I D.O. I CBOD 1 1 0.00 7.44 2.00 1 1 0.05 7.52 1.98 1 1 0.10 7.59 1.96 1 1 0.15 7.65 1.94 1 1 0.20 7.70 1.92 1 1 0.25 7.74 1.90 1 1 0.30 7.78 1.88 1 1 0.35 7.81 1.86 1 1 0.40 7.84 1.84 1 1 0.45 7.86 1.82 1 1 0.50 7.88 1.80 1 2 0.50 7.88 1.80 1 2 0.52 7.86 1.81 1 2 0.54 7.85 1.82 1 2 0.56 7.83 1.82 1 2 0.58 7.82 1.83 1 2 0.60 7.81 1.83 1 2 0.62 7.80 1.83 1 2 0.64 7.80 1.83 1 2 0.66 7.79 1.83 1 2 0.68 7.79 1.83 1 2 0.70 7.79 1.84 1 2 0.72 7.79 1.84 1 2 0.74 7.78 1.84 1 2 0.76 7.78 1.84 1 2 0.78 7.78 1.84 1 2 0.80 7.78 1.83 1 2 0.82 7.78 1.83 1 2 0.84 7.78 1.83 1 3 0.84 6.77 7.44 1 3 0.89 6.87 7.36 1 3 0.94 6.96 7.29 1 3 0.99 7.03 7.22 1 3 1.04 7.10 7.14 1 3 1.09 7.16 7.07 1 3 1.14 7.22 7.00 1 3 1.19 7.27 6.93 1 3 1.24 7.32 6.87 1 3 1.29 7.36 6.80 1 3 1.34 7.39 6.73 1 3 1.39 7.43 6.66 1 3 1.44 7.46 6.60 1 3 1.49 7.49 6.54 1 3 1.54 7.51 6.47 1 3 1.59 7.53 6.41 1 4 1.59 7.53 6.41 1 4 1.59 7.34 6.22 1 4 1.59 7.18 6.03 1 4 1.60 7.05 5.84 1 4 1.60 6.95 5.67 1 4 1.60 6.87 5.50 1 4 1.60 6.81 5.33 1 4 1.60 6.77 5.17 1 4 1.61 6.74 5.01 1 4 1.61 6.72 4.86 1 4 1.61 6.71 4.71 SUMMER MODEL W/ FLOWS REDUCED BY 43% PER USGS, MOM & POP RESCINDED I NBOD I Flow I 1.00 0.28 0.98 0.29 0.96 0.29 0.94 0.29 0.92 0.29 0.90 0.30 0.89 0.30 0.87 0.30 0.85 0.30 0.84 0.31 0.82 0.31 0.82 0.31 0.83 0.33 0.84 0.35 0.84 0.37 0.85 0.39 0.85 0.42 0.86 0.44 0.86 0.46 0.86 0.48 0.86 0.50 0.87 0.52 0.87 0.55 0.87 0.57 0.87 0.59 0.87 0.61 0.87 0.63 0.87 0.65 0.87 0.68 2.51 0.78 2.49 0.78 2.46 0.78 2.44 0.79 2.41 0.79 2.39 0.79 2.36 0.80 2.34 0.80 2.31 0.81 2.29 0.81 2.27 0.81 2.24 0.82 2.22 0.82 2.20 0.82 2.18 0.83 2.15 0.83 2.15 0.83 2.04 0.83 1.93 0.83 1.83 0.83 1.74 0.83 1.65 0.83 1.56 0.83 1.48 0.83 1.40 0.83 1.33 0.83 1.26 0.83 1 5 1.61 6.63 6.89 3.31 0.95 _ 1 5 1.61 6.48 6.69 3.14 0.95 1 5 1.61 6.36 6.48 2.97 0.95 1 5 1.62 6.27 6.29 2.82 0.95 1 5 1.62 6.21 6.10 2.67 0.95 1 5 1.62 6.17 5.91 2.53 0.95 1 5 1.62 6.14 5.73 2.40 0.95 1 5 1.62 6.13 5.56 2.27 0.95 1 5 1.63 6.13 5.39 2.15 0.95 1 5 1.63 6.15 5.23 2.04 0.95 1 5 1.63 6.17 5.07 1.93 0.95 1 6 1.63 6.17 5.07 1.93 0.95 1 6 1.63 6.11 4.92 1.83 0.95 1 6 1.63 6.06 4.77 1.73 0.95 1 6 1.64 6.03 4.62 1.64 0.95 1 6 1.64 6.00 4.48 1.56 0.95 1 6 1.64 5.99 4.35 1.48 0.95 1 6 1.64 5.99 4.21 1.40 0.95 1 6 1.64 6.00 4.09 1.32 0.95 1 6 1.65 6.01 3.96 1.26 0.95 1 6 1.65 6.03 3.84 1.19 0.95 1 6 1.65 6.05 3.73 1.13 0.95 1 7 1.65 6.05 3.73 1.13 0.95 1 7 1.65 6.08 3.61 1.07 0.95 1 7 1.65 6.11 3.50 1.01 0.95 1 7 1.66 6.15 3.40 0.96 0.95 1 7 1.66 6.18 3.30 0.91 0.95 1 7 1.66 6.22 3.20 0.86 0.95 1 7 1.66 6.27 3.10 0.82 0.95 1 7 1.66 6.31 3.00 0.77 0.95 1 7 1.67 6.35 2.91 0.73 0.95 1 7 1.67 6.40 2.83 0.69 0.95 1 7 1.67 6.44 2.74 0.66 0.95 I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I SUMMER MODEL W/ FLOWS REDUCED BY 43% 1 MOM & POP RESCINDED, XRD @6.050 ---------- MODEL RESULTS ---------- Discharger : MSWS-KILLIAN CROSSROADS WWTP Receiving Stream : REED CREEK ARM OF LAKE NORMAN ---------------------------------------------------------------------- The End D.O. is 6.67 mg/l. The End CBOD is 2.48 mg/l. The End ---------------------------------------------------------------------- NBOD is 0.53 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 ------ 6.27 --------- 1.64 ------- ---- 6 ---- -- ---------- Reach 1 0.00 0.00 0.00 0.00000 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 45.00 13.50 0.00 0.06500 Reach 4 0.00 0.00 0.00 0.00000 Reach 5 22.50 18.00 6.00 0.05000 Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 *** MODEL SUMMARY DATA *** Discharger : MSWS-KILLIAN CROSSROADS WWTP Subbasin : 030832 Receiving Stream : REED CREEK ARM OF LAKE NORMAN Stream Class: C Summer 7Q10 : 1.3 Winter 7Q10 : 1.6 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 @2046 Idesignl @2014 Idesignl Segment 1 I 1 0.501 I 25.601 I 0.110 1 0.42 I I 1 0.38 1 0.30 I I 1 5.64 1 I 5.061 0.73 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 Segment 1 I 1 0.341 I 18.301 I 0.132 1 0.50 I I 1 0.36 1 0.29 I I 14.86 1 I 4.361 I 0.44 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.751 I 18.301 I 0.177 1 0.55 I I 1 0.38 10.31 I I 1 6.49 1 I 5.821 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 2.00 I I 1 0.25 1 0.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 4 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 2.00 I I 10.25 10.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 5 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 3.00 I I 1 0.25 1 0.20 I I 1 0.75 1 I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 6 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 I 0.001 1 3.00 'I I 10.25 10.20 I I 1 0.75 I I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 7 1 1 1 1 1 1 1 1 1 1 I Flow I cfs Segment 1 Reach 1 Waste 1 0.000 Headwatersl 0.285 Tributary I 0.000 * Runoff I 0.046 Segment 1 Reach 2 Waste 1 0.000 Tributary I 0.000 * Runoff ( 1.080 CBOD I NBOD 1 D.O. I I mg/l I mg/1 I mg/l I I 0.000 I 0.000 I 0.000 1 2.000 I 1.000 I 7.440 1 2.000 I 1.000 1 7.440 1 2.000 I 1.000 1 7.440 I 0.000 I 0.000 I 0.000 I 2.000 1 1.000 I 7.440 1 2.000 1 1.000 1 7.440 Segment 1 Reach 3 Waste I 0.101 145.000 113.500 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.074 I 2.000 I 1.000 I 7.440 Segment 1 Reach 4 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff ( 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 5 Waste ( 0.077 122.500 118.000 I 6.000 Tributary ( 0.000 I 2.000 I 1.000 I 7.440 * Runoff 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 6 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 7 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 * Runoff flow is in cfs/mile I Seg # I Reach # I Seg Mi I D.O. ( CBOD 1 1 0.00 7.44 2.00 1 1 0.05 7.52 1.98 1 1 0.10 7.59 1.96 1 1 0.15 7.65 1.94 1 1 0.20 7.70 1.92 1 1 0.25 7.74 1.90 1 1 0.30 7.78 1.88 1 1 0.35 7.81 1.86 1 1 0.40 7.84 1.84 1 1 0.45 7.86 1.82 1 1 0.50 7.88 1.80 1 2 0.50 7.88 1.80 1 2 0.52 7.86 1.81 1 2 0.54 7.85 1.82 1 2 0.56 7.83 1.82 1 2 0.58 7.82 1.83 1 2 0.60 7.81 1.83 1 2 0.62 7.80 1.83 1 2 0.64 7.80 1.83 1 2 0.66 7.79 1.83 1 2 0.68 7.79 1.83 1 2 0.70 7.79 1.84 1 2 0.72 7.79 1.84 1 2 0.74 7.78 1.84 1 2 0.76 7.78 1.84 1 2 0.78 7.78 1.84 1 2 0.80 7.78 1.83 1 2 0.82 7.78 1.83 1 2 0.84 7.78 1.83 1 3 0.84 6.77 7.44 1 3 0.89 6.87 7.36 1 3 0.94 6.96 7.29 1 3 0.99 7.03 7.22 1 3 1.04 7.10 7.14 1 3 1.09 7.16 7.07 1 3 1.14 7.22 7.00 1 3 1.19 7.27 6.93 1 3 1.24 7.32 6.87 1 3 1.29 7.36 6.80 1 3 1.34 7.39 6.73 1 3 1.39 7.43 6.66 1 3 1.44 7.46 6.60 1 3 1.49 7.49 6.54 1 3 1.54 7.51 6.47 1 3 1.59 7.53 6.41 1 4 1.59 7.53 6.41 1 4 1.59 7.34 6.22 1 4 1.59 7.18 6.03 1 4 1.60 7.05 5.84 1 4 1.60 6.95 5.67 1 4 1.60 6.87 5.50 1 4 1.60 6.81 5.33 1 4 1.60 6.77 5.17 1 4 1.61 6.74 5.01 1 4 1.61 6.72 4.86 1 4 1.61 6.71 4.71 SUMMER MODEL W/ FLOWS REDUCED BY 43% MOM & POP RESCINDED, XRD @ .50 I NBOD I Flow 1.00 0.28 0.98 0.29 0.96 0.29 0.94 0.29 0.92 0.29 0.90 0.30 0.89 0.30 0.87 0.30 0.85 0.30 0.84 0.31 0.82 0.31 0.82 0.31 0.83 0.33 0.84 0.35 0.84 0.37 0.85 0.39 0.85 0.42 0.86 0.44 0.86 0.46 0.86 0.48 0.86 0.50 0.87 0.52 0.87 0.55 0.87 0.57 0.87 0.59 0.87 0.61 0.87 0.63 0.87 0.65 0.87 0.68 2.51 0.78 2.49 0.78 2.46 0.78 2.44 0.79 2.41 0.79 2.39 0.79 2.36 0.80 2.34 0.80 2.31 0.81 2.29 0.81 2.27 0.81 2.24 0.82 2.22 0.82 2.20 0.82 2.18 0.83 2.15 0.83 2.15 0.83 2.04 0.83 1.93 0.83 1.83 0.83 1.74 0.83 1.65 0.83 1.56 0.83 1.48 0.83 1.40 0.83 1.33 0.83 1.26 0.83 - 1 5 1.61 6.65 6.23 2.68 0.91 1 5 1.61 6.55 6.04 2.54 0.91 1 5 1.61 6.47 5.86 2.41 0.91 1 5 1.62 6.41 5.68 2.28 0.91 1 5 1.62 6.38 5.51 2.16 0.91 1 5 1.62 6.35 5.34 2.05 0.91 1 5 1.62 6.34 5.18 1.94 0.91 1 5 1.62 6.35 5.02 1.84 0.91 1 5 1.63 6.36 4.87 1.74 0.91 1 5 1.63 6.38 4.72 1.65 0.91 1 5 1.63 6.40 4.58 1.57 0.91 l 6 1.63 6.40 4.58 1.57 0.91 1 6 1.63 6.35 4.44 1.48 0.91 1 6 1.63 6.31 4.31 1.41 0.91 1 6 1.64 6.29 4.18 1.33 0.91 1 6 1.64 6.27 4.05 1.26 0.91 1 6 1.64 6.27 3.93 1.20 0.91 1 6 1.64 6.27 3.81 1.13 0.91 1 6 1.64 6.27 3.69 1.07 0.91 1 6 1.65 6.28 3.58 1.02 0.91 1 6 1.65 6.30 3.47 0.96 0.91 1 6 1.65 6.32 3.37 0.91 0.91 1 7 1.65 6.32 3.37 0.91 0.91 1 7 1.65 6.35 3.26 0.87 0.91 1 7 1.65 6.38 3.17 0.82 0.91 1 7 1.66 6.41 3.07 0.78 0.91 1 7 1.66 6.44 2.98 0.74 0.91 1 7 1.66 6:48 2.89 0.70 0.91 1 7 1.66 6.51 2.80 0.66 0.91 1 7 1.66 6.55 2.71 0.63 0.91 1 7 1.67 6.59 2.63 0.59 0.91 1 7 1.67 6.63 2.55 0.56 0.91 1 7 1.67 6.67 2.48 0.53 0.91 I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I Page t From: Date: Subject: To: Note for Don Safrit Steve Tedder Tue, Aug 11, 199212:42 PM RE: Killian's Crossroads 3rd Parry Suit Don Safrit Don When you have time, bring the file and lets discuss in more detail.. SWT From: Don Safrit on Mon, Aug 10, 199211: Subject: Killian's Crossroads 3rd Party Suit To: Trevor Clements Cc: Dennis Ramsey; Steve Tedder Last wednesday, with 20 minutes to spare (as usual), Betsy Rouse snatched me away to an administrative hearing conceming our (EHNR and Mid -South Utilities) Motion for Summary Judgement. The Motion was denied because the ALJ felt that there was substantial "new" information, that being a revised USGS estimate on the 7Q10 based upon the revised calculation proceedures. The third party (Ken Sides et al)'s attorney Bob Epting did request and receive permission to dipose you (Trevor). Betsy and Sam Long are going to petition the local superior court to stay this case until the resolution of the third party appeal issues by the Court of Appeals. You may or may not be diposed depending on this action. If it is going to happen, it probably be in 2-3 weeks. Discuss with Betsy for details. Thanks, DOn 4 JGS ee- 4--ve , A f f, I'lu ; f -a,� EPTING AND HACKNEY ATTORNEYS AND COUNSELLORS AT LAW 410 AIRPORT ROAD P. O. DRAWER 1329 CHAPEL HILL, NORTH CAROLINA 27514 ROBERT EPTING TELEPHONE 929-0323 JOE HACKNEY August . 3 , 1992 FACSIMILE 929-3960 ELIZABETH LACKEY AREA CODE 919 JOEBUCKNER JAMES AMLSON BY FEDERAL EXPRESS - OVERNIGHT PRIORITY NORTH CAROLINA ATTORNEY GENERAL'S OFFICE Mr. Samuel H. Long, III ,, LONG, CLOER and ELLIOTT AUu �' iNei Post Office Box 3827 Hickory, North Carolina 28603 ENVIRONMENTAL PROTECTION SWTWM RECEIVED Ms. Kathryn Jones Cooper, Special Deputy Attorney General Ms. Elizabeth Rouse Mosley, Associate Attorney General N.C. Department of Justice P.O. Box 629 Raleigh, North Carolina 27602-0629 Re: Enclosed document Ladies and Gentlemen: Enclosed is an affidavit from R. R. Mason, Jr. opposing your motion for summary judgment. enclosure I Sincerely, JPTING nd HA Y es A. Wilson NORTH CAROLINA CATAWBA COUNTY KENNETH E. SIDES, et al., ) Petitioners, ) ) V. } N.C. DEPARTMENT. OF ENVIRONMENT, ) HEALTH AND NATURAL RESOURCES,, ) DIVISION OF ENVIRONMENTAL ) MANAGEMENT, ) Respondent, ) and } MID SOUTH WATER SYSTEMS, INC., ) Permittee. ) t IN THE OFFICE OF ADMINISTRATIVE HEARINGS .91 EHR 0821 AFFIDAVIT R. R. Mason, Jr., having been duly sworn, deposes and says as follows: 1. I have personal knowledge of the matters sworn to herein. 2. I am a Supervisory Hydrologist, employed by the United States Geological Survey (hereinafter USGS). I have been employed by the USGS as a hydrologist since November, 1982, and have been in my present position since January, 1992. My educational,,,, background includes a Bachelor of Science and a Master of Selew ; /291 Civil Engineering and both from North Carolina State University. 3. As a part of its official duties and in the ordinary course of its business, the USGS keeps records concerning the estimated characteristics.. of stream flows in the State of North Carolina. I am one of the custodians of those* records. 4. I have reviewed, am familiar with, and have personal knowledge of the records of the USGS concerning the site known. as 0214259655 on the Reed Creek Arm of Lake -Norman, the same site for . which the estimates set forth in Exhibit A were given. 5. The USGS presently obtains estimates of low-f low characteristics of streams in North Carolina pursuant to a report. produced by the USGS entitled"Low-Flow Characteristics of Streams in North Carolina", USGS open -File report 90-399 (1991) by G. L. Giese and me. The report presents estimates of low -flow characteristics for locations on streams where water flow measurements have been recorded (gaged streams), and it presents techniques and guidelines for determining low -flow characteristics for locations on streams where water flow measurements have not been recorded (ungaged streams). The techniques and guidelines for ungaged streams were developed using regional multiple regression analyses that related low -flow characteristics to such basin characteristics as mean annual runoff and the surface area of the land from which water flows into the stream (known as drainage area). The hydrologic regions were delineated according to similar geologic and topographic characteristics. For the hydrologic regions for Which multiple regression analysis was successful, formulas were developed by which estimated low -flow statistics may be calculated using known data of the mean annual runoff (from a map) and the drainage area of the point for which the estimate is sought. This calculation is reported to two significant figures. The Reed Creek Arm of Lake Norman is in Hydrologic .Region "HA1011, and a formula was developed for this region. Using this technique, if the USGS were asked today to estimate the low flow statistics for the site 0214259655 on the Reed Creek Arm of Lake Norman, it. would answer as follows: 7Q10 = 0.74 cubic feet per second +/- 500; 30Q2 = 1.6 cubic feet per second +/-33%. These are only estimates, and they are based on natural flow conditions. The actual low -flow statistics may be higher or lower, or they could be zero. 6. Prior to the issuance of the Report, the USGS estimated low -flow statistics in streams in North Carolina by taking the measured flow from a stream nearby the stream in which flow is to be estimated, dividing that flow by the drainage area of that point, then multiplying that number by the drainage area of point at which water flow is to be estimated. In other words, the USGS previously estimated low -flow statistics of streams in North Carolina by assuming a linear relationship existed between the drainage.areas and water flows in nearby streams. 7. In 1986, the USGS estimated low -flows by this method and estimated the low -flow statistics for site 0214259655 on the Reed Creek Arm of Lake Norman by that method .as reported on the document attached hereto as Exhibit A. 8. USGS considers its current method as outlined in the above -mentioned report to be an improvement over its prior method of estimation. 9. USGS regularly makes and preserves as part of its official records and in the ordinary course of its business, records of requests from the State of North Carolina for an estimate by USGS of water flow in North Carolina streams. After diligent search, the records of the USGS reflect that the most recent request of the State of North Carolina, Department of Environment, Health and Natural Resources, Division of Environmental Management, or its predecessors, for site 0214259655 on the Reed Creek Arm of Lake Norman was made during July, 1986. This the 3 day of August, 1992. oR,-.� R. Mason, Sworn to and subscribed before me, this Z4 day of August, 1992. My commission expires: A,..,r 4 9 19gZ ��eseoar:,opaa aN ails � e C �l,rtL �es/a�saae .olJaC !'Ct+CJtu Y.OpOV>ee���. Certificate of Service I hereby certify that I served the foregoing.Affidavit on the other parties in. this action by having the private courier Federal Express hand deliver copies thereof to them or their counsel of record, by its Overnight Priority service (by which it delivers packages the next business morning), charges paid by the sender, and delivered as follows: Samuel H. Long, III LONG, CLOER and ELLIOTT Post Office Box 3827 Hickory, North Carolina 28603 Kathryn Jones Cooper, Special Deputy Attorney General Elizabeth Rouse Mosley, Associate Attorney General N.C. Department of Justice P.O. Box 629 Raleigh, North Carolina 27602-0629 This the 3d day of August, 1992. i EPTING AND HACKNEY ATTORNEYS AT LAW CHAPEL HILL, N.C. • � IUfk USOS HASUR Flu CODINO SHECt A�I stets an ?►umber G "`5'' %Te Stition I StAtion Name r• 1-1-4 1-114 110A � c BogUantix.l }�w��ar `�..Q ��►dr�.n�l� NtUn�dr ` � �... - County Code tGS'N .; St�ttq dodt ,� N�•drb�.opfG Urlit "ode ��,'• .�,OIL I(f.1 .�•r_ 1 . �`�C0 ��►t�.n' Coder � ,..� Date CbmpVttA Nigh Plow Dr&inap Arab Percent Rock 7 }•p o "AllI Not-4 Ati•�ra�e Fl b�,•L_._ 4*7, 0 RoLnIe 171 erg to •� cfs + " 7 Qx Min fil ow ....,�.,.., lttrt�� 6f S to of; 4-NOW ..._.� IN2 Kin Fx ow i_-rL_ L ., .. 16A. -..�.r; R Kn j a ci'd t d Its +MIN .....�..,�..,.,k 7010 Hin Flow .i A^njC e` o tV I ' ' ��� (..r 4 700 Mn Fx o,,, �' Cfi toot'1 G►eo�r'�rh�� �`�ctor �,� � Clartd Lind in Dian � �.� ChRt�nal Feator �_ _,.2.-,1 A [i] L�t��goxtp x bAgtd on record! Colltatod Mt br najo thb tit! And th • ihdlChtee- 4ppro�.m4tt intern•k1 ,j.n vhji h thj � ttil� YI►lu� +1 d t�l ngc �b V:tim4tt i$ br9ed entirelty on runoff bbitrvi� l ?' � l�. therofor o no dt�ra� ofrel�stbilita• i! jtti� t htYrby ittti�m' ifid Thu error -in this teiim�t4 �+ro��►bly excebdt tcc�ii•�cs• b� th! mitthr� �lbd end thtrel'are only � e i� gig kn. [d]. Approxiotely, ry. i.oCetl�dns tip'' l i f e� r PWAA- Y, Page 1 Note for Don Safdt From: Don Safrit Date: Mon, Aug 10,199211:51 AM Subject: Killian's Crossroads 3rd Parry Suit To: Trevor Clements Cc: Dennis Ramsey; Steve Tedder Last wednesday, with 20 minutes to spare (as usual), Betsy Rouse snatched me away to an administrative hearing concerning our (EHNR and Mid -South Utilities) Motion for Summary Judgement. The Motion was denied because the ALJ felt that there was substantial "new" information, that being a revised USGS estimate on the 7Q10 based upon the revised calculation proceedures. The third party (Ken Sides et al)'s attorney Bob Epting did request and receive permission to dipose you (Trevor). Betsy and Sam Long are going to petition the local superior court to stay this case until the resolution of the third party appeal issues by the Court of Appeals. You may or may not be diposed depending on this action. If it is going to happen, it probably be in 2-3 weeks. Discuss with Betsy for details. Thanks, DOn State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor Wiliam W. whey, Jr., secretary November 22, 1991 Mr. Samuel H. Long, III Long, Cloer, and Elliot P.O. Drawer 3827 Hickory, N.C. 28603-3827 George T. Everett, Ph.D. Director Subject: Mid -South Water Systems -Killian Crossroads Wastewater Treatment Plant NPDES Permit No. NCO063355 Catawba County Dear Mr. Long: In response to our telephone conversation on November 18th, I hope the fol- lowing information will be beneficial. Your primary concern was how streamflows were determined and utilized for the completion of wasteload allocations, par- ticularly for the subject facility. The staff of Technical Support Branch references North Carolina Regulation 15A NCAC 2B. 0206 (a)(1) which states that "All standards except toxic sub- stances and aesthetics will be protected using the minimum average flow for a period of seven consecutive days that has an average recurrence of once in ten years (7Q10 flow)." In addition, 15A NCAC 2B .0206 (e) states that "Receiving water flow statistics will be estimated through consultation with the U.S. Geo- logical Survey (USGS). Estimates for any given location may be based on actual flow data, modelling analyses, or other methods determined to be appropriate by the Commission or its designee." When wasteload allocations (WLAs) are received, Technical Support uses the best available streamflow information to complete the request. The WLA for the Killian Crossroads WWTP used summer 7Q10 flow estimates calculated in 1986. Attached is the USGS form that was received after Technical Support staff requested flow information for a particular site on Reed Creek. This site is located 0.1 mile above the discharge point of the Crossroads WWTP. The USGS estimate did not indicate that the flow was zero in this case, but that the 7Q10 minimum flow (summer) was 1.3 cfs. According to the USGS form, the estimate was based entirely on runoff observed at nearby streams. Polludon Prevendon Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer ' o - If you have any more questions concerning this matter, please feel free to contact me at (919) 733-5083. SiT'�revor ely, 2J. Clements Chief, Water Quality Section Attachment cc: Don Safrit Rex Gleason Betsy Rouse Central Files SUMMER MODEL FOR KILLIAN XRDS W/ SOD VALUE . OF 0.6 ---------- MODEL RESULTS ---------- Discharger : MSWS-KILLIAN CROSSROADS WWTP Receiving Stream : REED CREEK ARM OF LAKE NORMAN ---------------------------------------------------------------------- The End D.O. is 6.28 mg/l. The End CBOD is 2.19 mg/l. The End ---------------------------------------------------------------------- NBOD is 1.04 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 ------ 5.52 --------- 1.62 ------- ---- 5 ---- -- ---------- Reach 1 22.50 18.00 6.00 0.07500 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 45.00 90.00 0.00 0.06500 Reach 4 0.00 0.00 0.00 0.00000 Reach 5 22.50 18.00 6.00 0.07500 Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 I- w `. zot *** MODEL SUMMARY DATA *** Discharger : MSWS-KILLIAN CROSSROADS WWTP* Subbasin 030832 Receiving Stream : REED CREEK ARM OF LAKE NORMANStream Class: C Summer 7Q10 : 1.3 Winter 7Q10 : 1.6 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 @204 Idesignl @204 Idesignl Segment 1 I I 1 0.501 I 25.601 0.160 I 1 0.52 I I 1 0.41 1 0.32 I I 1 8.21 1 I 7.361 I 0.73 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.341 I 18.301 0.182 I 1 0.60 I I 1 0.38 1 0.30 I I 1 6.69 1 I 6.001 I 00-44 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.751 I 18.301 0.225 I 1 0.66 I I 10.39 1 0.31 I I 1 8.27 1 I 7.421 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.25 1 0.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 4 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.25 10.20 I I I loll I I 1.001 I 0.44 I Reach -------------------------------------------------------------------------------- 5 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 3.00 I I 10.25 1 0.20 I I 1 0.75 I I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 6 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 3.00 I I 10.25 10.20 I I 1 0.75 1 I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 7 1 1 1 1 1 1 1 1 1 1 Flow I cfs Segment 1 Reach 1 Waste 1 0.116 Headwaters) 0.500 Tributary 1 0.000 * Runoff 1 0.080 Segment 1 Reach 2 Waste I 0.000 Tributary I 0.000 * Runoff I 1.900 I CBOD I NBOD I D.O. I mg/1 I mg/1 I mg/1 I 1 22.500 118.000 ( 6.000 1 2.000 I 1.000 I 7.440 1 0.000 1 0.000 I 7.440 I 2.000 1 1.000 I 7.440 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 7.440 1 2.000 1 1.000 1 7.440 Segment 1 Reach 3 Waste I 0.101 145.000 190.000 I 0.000 Tributary I 0.000 I 0.000 ( 0.000 I 7.440 * Runoff I 0.130 I 2.000 I 1.000 I 7.440 Segment 1 Reach 4 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 ( 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 5 Waste I 0.116 122.500 118.000 I 6.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 6 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I. 7.440 Segment 1 Reach 7 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 * Runoff flow is in cfs/mile SUMMER MODEL FOR KILLIAN XRDS W/ SOD VALUE OF 0.6 Seg #'I Reach # I Seg Mi D.O. CBOD NBOD Flow 1 1 0.00 7.17 5.87 4.21 0.62 1 1 0.05 7.23 5.80 4.13 0.62 1 1 0.10 7.29 5.73 4.05 0.62 1 1 0.15 7.34 5.66 3.97 0.63 1 1 0.20 7.38 5.59 3.90 0.63 1 1 0.25 7.42 5.53 3.83 0.64 1 1 0.30 7.45 5.46 3.76 0.64 1 1 0.35 7.48 5.40 3.69 0.64 1 1 0.40 7.51 5.34 3.62 0.65 1 1 0.45 7.53 5.27 3.55 0.65 1 1 0.50 7.55 5.21 3.49 0.66 1 2 0.50 7.55 5.21 3.49 0.66 1 2 0.52 7.56 5.02 3.34 0.69 1 2 0.54 7.56 4.85 3.21 0.73 1 2 0.56 7.56 4.70 3.09 0.77 1 2 0.58 7.57 4.56 2.99 0.81 1 2 0.60 7.57 4.44 2.89 0.85 1 2 0.62 7.58 4.32 2.80 0.88 1 2 0.64 7.59 4.21 2.72 0.92 1 2 0.66 7.59 4.12 2.64 0.96 1 2 0.68 7.60 4.03 2.57 1.00 1 2 0.70 7.61 3.94 2.51 1.04 1 2 0.72 7.61 3.86 2.45 1.07 1 2 0.74 7.62 3.79 2.39 1.11 1 2 0.76 7.62 3.72 2.34 1.15 1 2 0.78 7.63 3.66 2.29 1.19 1 2 0.80 7.64 3.60 2.24 1.23 1 2 0.82 7.64 3.54 2.20 1.26 1 2 0.84 7.65 3.49 2.16 1.30 1 3 0.84 7.10 6.47 8.46 1.40 1 3 0.89 7.15 6.41 8.38 1.41 1 3 0.94 7.19 6.36 8.29 1.42 1 3 0.99 7.22 6.30 8.21 1.42 1 3 1.04 7.26 6.25 8.13 1.43 1 3 1.09 7.29 6.20 8.05 1.44 1 3 1.14 7.31 6.15 7.97 1.44 1 3 1.19 7.34 6.10 7.89 1.45 1 3 1.24 7.36 6.04 7.81 1.46 1 3 1.29 7.38 5.99 7.74 1.46 1 3 1.34 7.40 5.95 7.66 1.47 1 3 1.39 7.42 5.90 7.59 1.47 1 3 1.44 7.44 5.85 7.51 1.48 1 3 1.49 7.45 5.80 7.44 1.49 1 3 1.54 7.47 5.75 7.37 1.49 1 3 1.59 7.48 5.71 7.30 1.50 1 4 1.59 7.48 5.71 7.30 1.50 1 4 1.59 7.06 5.53 6.91 1.50 1 4 1.59 6.72 5.37 6.55 1.50 1 4 1.60 6.44 5.20 6.21 1.50 1 4 1.60 6.22 5.05 5.88 1.50 1 4 1.60 6.05 4.89 5.57 1.50 1 4 1.60 5.92 4.74 5.28 1.50 1 4 - 1.60 5.82 4.60 5.00 1.50 1 4 1.61 5.76 4.46 4.74 1.50 1 4 1.61 5.72 4.33 4.49 1.50 1 4 1.61 5.70 4.19 4.26 1.50 r -1� 5 1.61 5.72 5.51 5.25 1.62 1 5 1.61 5.63 5.34 4.97 1.62 1 5 1.61 5.57 5.18 4.71 1.62 1 5 1.62 5.54 5.03 4.46 1.62 1 5 1.62 5.52 4.87 4.23 1.62 1 5 1.62 5.53 4.73 4.01 1.62 1 5 1.62 5.54 4.58 3.80 1.62 1 5 1.62 5.57 4.44 3.60 1.62 1 5 1:63 5.61 4.31 3.41 1.62 1 5 1.63 5.66 4.18 3.23 1.62 1 5 1.63 5.72 4.05 3.06 1.62 1 6 1.63 5.72 4.05 3.06 1.62 1 6 1.63 5.67 3.93 2.90 1.62 1 6 1.63 5.63 3.81 2.75 1.62 1 6 1.64 5.62 3.69 2.60 1.62 1 6 1.64 5.61 3.58 2.47 1.62 1 6 .1.64 5.61 3.47 2.34 1.62 1 6 1.64 5.63 3.37 2.22 1.62 1 6 1.64 5.65 3.27 2.10 1.62 1 6 1.65 5.68 3.17 1.99 1.62 1 6 1.65 5.71 3.07 1.88 1.62 1 6 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.79 2.89 1.69 1.62 1 7 1.65 5.84 2.80 1.60 1.62 1 7 1.66 5.89 2.72 1.52 1.62 1 7 1.66 5.94 2.63 1.44 1.62 1 7 1.66 5.99 2.55 1.36 1.62 1 7 1.66 6.05 2.48 - 1.29 1.62 1 7 1.66 6.11 2.40 1.22 1.62 1 7 1.67 6.16 2.33 1.16 1.62 1 7 1.67 6.22 2.26 1.10 1.62 1 7 1.67 6.28 2.19 1.04 1.62 I Seg # ( Reach # I Seg Mi I D.O. I CBOD I NBOD ( Flow I b _ " SUMMER MODEL OF KILLIAN XRDS W/ SOD VALUE OF 2.0 ---------- MODEL RESULTS ---------- Discharger : MSWS-KILLIAN CROSSROADS WWTP Receiving Stream : REED CREEK ARM OF LAKE NORMAN ---------------------------------------------------------------------- The End D.O. is 6.28 mg/l. The End CBOD is 2.19 mg/l. The End ----------------------------------------------------------------------- NBOD is 1.04 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 5.52 1.62 5 Reach 1 22.50 18.00 6.00 0.07500 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 45.00 90.00 0.00 0.06500 Reach 4 0.00 0.00 0.00 0.00000 Reach 5 22.50 18.00 6.00 0.07500 Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 *** MODEL SUMMARY DATA *** Discharger : MSWS-KILLIAN CROSSROADS WWTP Subbasin : 030832 Receiving Stream : REED CREEK ARM OF LAKE NORMAN Stream Class: C Summer 7Q10 : 1.3 Winter 7Q10 : 1.6 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 @20% Idesignl @20;fi Idesigni Segment 1 I I 1 0.501 I 25.601 0.160 I 1 0.52 I I 1 0.41 1 0.32 I I 1 8.21 1 I 7.361 I 0.73 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.341 I 18.301 0.182 I 1 0.60 I I 1 0.38 1 0.30 I I 1 6.69 1 I 6.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.75I I 18.301 0.225 I 1 0.66 I I 1 0.39 1 0.31 I I 1 8.27 1 I 7.421 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.25 1 0.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -----------------------------------------------------------------------=-------- 4 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 10.25 1 0.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach --------------------------- 5 1 1 1 ! 1 1 1 1 1 1 1 Segment 1 I 1 0.021 I 0.101 0.001 I 1 3.00 I I 1 0.25 1 0.20 I I 1 0.75 1 I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 6 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 3.00 I I 1 0.25 1 0.20 I I 1 0.75 1 I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 7 1 1 1 1 1 1 1 1 1 1 I Flow I cfs Segment 1 Reach 1 Waste 1 0.116 Headwatersl 0.500 Tributary 1 0.000 * Runoff 1 0.080 I CBOD I NBOD I D.O. I I mg/l I mg/l I mg/l I 122.500 118.000 I 6.000 I 2.000 I 1.000 ( 7.440 1 0.000 1 0.000 I 7.440 I 2.000 I 1.000 I 7.440 Segment 1 Reach 2 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary ( 0.000 1 0.000 1 0.000 I 7.440 * Runoff i 1.900 I 2.000 1 1.000 I 7.440 Segment 1 Reach 3 Waste I 0.101 145.000 190.000 I 0.000 Tributary I 0.000 I 0.000 I 0.000 I 7.440 * Runoff I 0.130 I 2.000 I 1.000 I 7.440 Segment 1 Reach 4 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 ( 2.000 I 1.000 I 7.440 Segment 1 Reach 5 Waste I 0.116 122.500 118.000 I 6.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 6 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 7 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 * Runoff flow is in cfs/mile I Seg # ( Reach # I Seg Mi I D.O. I CBOD 1 1 0.00 7.17 5.87 1 1 0.05 7.23 5.80 1 1 0.10 7.29 5.73 1 1 0.15 7.34 5.66 1 1 0.20 7.38 5.59 1 1 0.25 7.42 5.53 1 1 0.30 7.45 5.46 1 1 0.35 7.48 5.40 1 1 0.40 7.51 5.34 1 1 0.45 7.53 5.27 1 1 0.50 7.55 5.21 1 2 0.50 7.55 5.21 1 2 0.52 7.56 5.02 1 2 0.54 7.56 4.85 1 2 0.56 7.56 4.70 1 2 0.58 7.57 4.56 1 2 0.60 7.57 4.44 1 2 0.62 7.58 4.32 1 2 0.64 7.59 4.21 1 2 0.66 7.59 4.12 1 2 0.68 7.60 4.03 1 2 0.70 7.60 3.94 1 2 0.72 7.61 3.86 1 2 0.74 7.62 3.79 1 2 0.76 7.62 3.72 1 2 0.78 7.63 3.66 1 2 0.80 7.64 3.60 1 2 0.82 7.64 3.54 1 2 0.84 7.65 3.49 1 3 0.84 7.10 6.47 1 3 0.89 7.14 6.41 1 3 0.94 7.18 6.36 1 3 0.99 7.22 6.30 1 3 1.04 7.25 6.25 1 3 1.09 7.28 6.20 1 3 1.14 7.31 6.15 1 3 1.19 7.34 6.10 1 3 1.24 7.36 6.04 1 3 1.29 7.38 5.99 1 3 1.34 7.40 5.95 1 3 1.39 7.42 5.90 1 3 1.44 7.44 5.85 1 3 1.49 7.45 5.80 1 3 1.54 7.47 5.75 1 3 1.59 7.48 5.71 1 4 1.59 7.48 5.71 1 4 1.59 7.06 5.53 1 4 1.59 6.72 5.37 1 4 1.60 6.44 5.20 1 4 1.60 6.22 5.05 1 4 1.60 6.05 4.89 1 4 1.60 5.92 4.74 1 4 1.60- 5.82 4.60 1 4 1.61 5.76 4.46 1 4 1.61 5.72 4.33 1 4 1.61 5.70 4.19 SUMMER MODEL OF KILLIAN XRDS W/ SOD VALUE OF 2.0 I NBOD I Flow I 4.21 0.62 4.13 0.62 4.05 0.62 3.97 0.63 3.90 0.63 3.83 0.64 3.76 0.64 3.69 0.64 3.62 0.65 3.55 0.65 3.49 0.66 3.49 0.66 3.34 0.69 3.21 0.73 3.09 0.77 2.99 0.81 2.89 0.85 2.80 0.88 2.72 0.92 2.64 0.96 2.57 1.00 2.51 1.04 2.45 1.07 2.39 1.11 2.34 1.15 2.29 1.19 2.24 1.23 2.20 1.26 2.16 1.30 8.46 1.40 8.38 1.41 8.29 1.42 8.21 1.42 8.13 1.43 8.05 1.44 7.97 1.44 7.89 1.45 7.81 1.46 7.74 1.46 7.66 1.47 7.59 1.47 7.51 1.48 7.44 1.49 7.37 1.49 7.30 1.50 7.30 1.50 6.91 1.50 6.55 1.50 6.21 1.50 5.88 1.50 5.57 1.50 5.28 1.50 5.00 1.50 4.74 1.50 4.49 1.50 4.26 1.50 1 5 1.61 5.72 5.51 5.25 1.62 1 5 1.61 5.63 5.34 4.97 1.62 1 5 1.61 5.57 5.18 4.71 1.62 1 5 1.62 5.53 5.03 4.46 1.62 1 5 1.62 5.52 4.87 4.23 1.62 1 5 1.62 5.52 4.73 4.01 1.62 1 5 1.62 5.54 4.58 3.80 1.62 1 5 1.62 5.57 4.44 3.60 1.62 1 5 1.63 5.61 4.31 3.41 1.62 1 5 1.63 5.66 4.18 3.23 1.62 1 5 1.63 5.71 4.05 3.06 1.62 1 6 1.63 5.71 4.05 3.06 1.62 1 6 1.63 5.66 3.93 2.90 1.62 1 6 1.63 5.63 3.81 2.75 1.62 1 6 1.64 5.61 3.69 2.60 1.62 1 6 1.64 5.61 3.58 2.47 1.62 1 6 1.64 5.61 3.47 2.34 1.62 1 6 1.64 5.62 3.37 2.22 1.62 1 6 1.64 5.64 3.27 2.10 1.62 1 6 1.65 5.67 3.17 1.99 1.62 1 6 1.65 5.71 3.07 1.88 1.62 1 6 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.79 2.89 1.69 1.62 1 7 1.65 5.84 2.80 1.60 1.62 1 7 1.66 5.89 2.72 1.52 1.62 1 7 1.66 5.94 2.63 1.44 1.62 1 7 1.66 5.99 2.55 1.36 1.62 1 7 1.66 6.05 2.48 1.29 1.62 1 7 1.66 6.10 2.40 1.22 1.62 1 7 1.67 6.16 2.33 1.16 1.62 1 7 1.67 6.22 2.26 1.10 1.62 1 7 1.67 6.28 2.19 1.04 1.62 I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I Seg # ( Reach # I Seg Mi I D.O. I CBOD 1 1 0.00 7.17 5.87 1 1 0.05 7.23 5.80 1 1 0.10 7.29 5.73 1 1 0.15 7.34 5.66 1 1 0.20 7.38 5.59 1 1 0.25 7.42 5.53 1 1 0.30 7.45 5.46 1 1 0.35 7.48 5.40 1 1 0.40 7.51 5.34 1 1 0.45 7.53 5.27 1 1 0.50 7.55 5.21 1 2 0.50 7.55 5.21 1 2 0.52 7.56 5.02 1 2 0.54 7.56 4.85 1 2 0.56 7.56 4.70 1 2 0.58 7.57 4.56 1 2 0.60 7.57 4.44 1 2 0.62 7.58 4.32 1 2 0.64 7.59 4.21 1 2 0.66 7.59 4.12 1 2 0.68 7.60 4.03 1 2 0.70 7.60 3.94 1 2 0.72 7.61 3.86 1 2 0.74 7.62 3.79 1 2 0.76 7.62 3.72 1 2 0.78 7.63 3.66 1 2 0.80 7.64 3.60 1 2 0.82 7.64 3.54 1 2 0.84 7.65 3.49 1 3 0.84 7.10 6.47 1 3 0.89 7.14 6.41 1 3 0.94 7.18 6.36 1 3 0.99 7.22 6.30 1 3 1.04 7.25 6.25 1 3 1.09 7.28 6.20 1 3 1.14 7.31 6.15 1 3 1.19 7.34 6.10 1 3 1.24 7.36 6.04 1 3 1.29 7.38 5.99 1 3 1.34 7.40 5.95 1 3 1.39 7.42 5.90 1 3 1.44 7.44 5.85 1 3 1.49 7.45 5.80 1 3 1.54 7.47 5.75 1 3 1.59 7.48 5.71 1 4 1.59 7.48 5.71 1 4 1.59 7.06 5.53 1 4 1.59 6.72 5.37 1 4 1.60 6.44 5.20 1 4 1.60 6.22 5.05 1 4 1.60 6.05 4.89 1 4 1.60 5.92 4.74 1 4 1.60 5.82 4.60 1 4 1.61 5.76 4.46 1 4 1.61 5.72 4.33 1 4 1.61 5.70 4.19 SUMMER MODEL OF KILLIAN XRDS W/ SOD VALUE OF 2.0 I NBOD I Flow I 4.21 0.62 4.13 0.62 4.05 0.62 3.97 0.63 3.90 0.63 3.83 0.64 3.76 0.64 3.69 0.64 3.62 0.65 3.55 0.65 3.49 0.66 3.49 0.66 3.34 0.69 3.21 0.73 3.09 0.77 2.99 0.81 2.89 0.85 2.80 0.88 2.72 0.92 2.64 0.96 2.57 1.00 2.51 1.04 2.45 1.07 2.39 1.11 2.34 1.15 2.29 1.19 2.24 1.23 2.20 1.26 2.16 1.30 8.46 1.40 8.38 1.41 8.29 1.42 8.21 1.42 8.13 1.43 8.05 1.44 7.97 1.44 7.89 1.45 7.81 1.46 7.74 1.46 7.66 1.47 7.59 1.47 7.51 1.48 7.44 1.49 7.37 1.49 7.30 1.50 7.30 1.50 6.91 1.50 6.55 1.50 6.21 1.50 5.88 1.50 5.57 1.50 5.28 1.50 5.00 1.50 4.74 1.50 4.49 1.50 4.26 1.50 r 1 5 1.61 5.72 5.51 5.25 1.62 1 5 1.61 5.63 5.34 4.97 1.62 1 5 1.61 5.57 5.18 4.71 1.62 1 5 1.62 5.53 5.03 4.46 1.62 1 5 1.62 5.52 4.87 4.23 1.62 1 5 1.62 5.52 4.73 4.01 1.62 1 5 1.62 5.54 4.58 3.80 1.62 1 5 1.62 5.57 4.44 3.60 1.62 1 5 1.63 5.61 4.31 3.41 1.62 1 5 1.63 5.66 4.18 3.23 1.62 1 5 1.63 5.71 4.05 3.06 1.62 1 6 1.63 5.71 4.05 3.06 1.62 1 6 1.63 5.66 3.93 2.90 1.62 1 6 1.63 5.63 3.81 2.75 1.62 1 6 1.64 5.61 3.69 2.60 1.62 1 6 1.64 5.61 3.58 2.47 1.62 1 6 1.64 5.61 3.47 2.34 1.62 1 6 1.64 5.62 3.37 2.22 1.62 1 6 1.64 5.64 3.27 2.10 1.62 1 6 1.65 5.67 3.17 1.99 1.62 1 6 1.65 5.71 3.07 1.88 1.62 1 6 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.79 2.89 1.69 1.62 1 7 1.65 5.84 2.80 1.60 1.62 1 7 1.66 5.89 2.72 1.52 1.62 1 7 1.66 5.94 2.63 1.44 1.62 1 7 1.66 5.99 2.55 1.36 1.62 1 7 1.66 6.05 2.48 1.29 1.62 1 7 1.66 6.10 2.40 1.22 1.62 1 7 1.67 6.16 2.33 1.16 1.62 1 7 1.67 6.22 2.26 1.10 1.62 1 7 1.67 6.28 2.19 1.04 1.62 I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow S ti SUMMER MODEL FOR KILLIAN XRDS W/ SOD VALUE OF 1.3 ---------- MODEL RESULTS ---------- Discharger : MSWS-KILLIAN CROSSROADS WWTP Receiving Stream : ---------------------------------------------------------------------- REED CREEK ARM OF LAKE NORMAN The End D.O. is 6.28 mg/l. The End CBOD is 2.19 mg/l. The End ---------------------------------------------------------------------- NBOD is 1.04 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 ------ 5.52 --------- 1.62 ------- ---- 5 Reach 1 22.50 18.00 6.00 0.07500 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 45.00 90.00 0.00 0.06500 Reach 4 0.00 0.00 0.00 0.00000 Reach 5 22.50. 18.00 6.00 0.07500 Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 *** MODEL SUMMARY DATA *** Discharger : MSWS-KILLIAN CROSSROADS WWTP Subbasin : 030832 Receiving Stream : REED CREEK ARM OF LAKE NORMAN Stream Class: C Summer 7Q10 : 1.3 Winter 7Q10 : 1.6 Design Temperature: 25.0 (LENGTH) SLOPEI VELOCITY I DEPTH) Kd I Kd I Ka I Ka I KN I -------------------------------------------------------------------------------- I mile I ft/mil fps I ft Idesignl @20;fi Idesignl @20% Idesignl Segment 1 I I 1 0.501 I 25.601 0.160 I 1 0.52 I I 1 0.41 1 0.32 I I 1 8.21 1 I 7.361 I 0.73 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.341 I 18.301 0.182 I 1 0.60 I I 1 0.38 1 0.30 I I 1 6.69 1 I 6.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.751 I 18.30I 0.225 I 1 0.66 I I 10.39 1 0.31 I I 1 8.27 1 I 7.421 I 0.44 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.25 10.20 I I 1 1.11 1 I 1.00I I 0.44 1 Reach -------------------------------------------------------------------------------- 4 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.25 10.20 I I 1 1.11 1 I 1.001 I 0.44 1 Reach -------------------------------------------------------------------------------- 5 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 3.00 I I 1 0.25 1 0.20 I I 1 0.75 1 I 0.671 I 0.44 1 Reach' -------------------------------------------------------------------------------- 6 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 3.00 I I 10.25 1 0.20 I I 1 0.75 I I 0.671 I 0.44 1 Reach -------------------------------------------------------------------------------- 7 1 1 1 1 1 1 1 1 1 1 I Flow I cfs Segment 1 Reach 1 Waste 1 0.116 Headwaters) 0.500 Tributary I 0.000 * Runoff I 0.080 1 CBOD I NBOD I D.O. 1 I mg/l I mg/1 I mg/1 I 122.500 ( 18.000 I 6.000 I 2.000 I 1.000 1 7.440 I 2.000 I 1.000 I 7.440 I 2.000 I 1.000 1 7.440 Segment 1 Reach 2 Waste I 0.000 I 0.000 I 0.000 ( 0.000 Tributary 1 0.000 1 2.000 1 1.000 1 7.440 * Runoff ( 1.900 I 2.000 I 1.000 1 7.440 Segment 1 Reach 3 Waste I 0.101 145.000 190.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.130 I 2.000 I 1.000 I 7.440 Segment 1 Reach 4 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 ( 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 5 Waste I 0.116 122.500 118.000 I 6.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 I 7.440 Segment 1 Reach 6 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.440 * Runoff I 0.000 I 2.000 I 1.000 ( 7.440 Segment 1 Reach 7 Waste I 0.000 I 0.000 I Tributary I 0.000 I 2.000 I * Runoff I 0.000 I 2.000 I * Runoff flow is in cfs/mile 0.000 I 0.000 1.000 I 7.440 1.000 ( 7.440 s I Seg # I Reach # I Seg Mi D.O. CBOD 1 1 0.00 7.17 5.87 1 1 0.05 7.23 5.80 1 1 0.10 7.29 5.73 1 1 0.15 7.34 5.66 1 1 0.20 7.38 5.59 1 1 0.25 7.42 5.53 1 1 0.30 7.45 5.46 1 1 0.35 7.48 5.40 1 1 0.40 7.51 5.34 1 1 0.45 7.53 5.27 1 1 0.50 7.55 5.21 1 2 0.50 7.55 5.21 1 2 0.52 7.56 5.02 1 2 0.54 7.56 4.85 1 2 0.56 7.56 4.70 1 2 0.58 7.57 4.56 .1 2 0.60 7.57 4.44 1 2 0.62 7.58 4.32 1 2 0.64 7.59 4.21 1 2 0.66 7.59 4.12 1 2 0.68 7.60 4.03 1 2 0.70 7.60 3.94 1 2 0.72 7.61 3.86 1 2 0.74 7.62 3.79 1 2 0.76 7.62 3.72 1 2 0.78 7.63 3.66 1 2 0.80 7.64 3.60 1 2 0.82 7.64 3.54 1 2 0.84 7.65 3.49 1 3 0.84 7.10 6.47 1 3 0.89 7.15 6.41 1 3 0.94 7.19 6.36 1 3 0.99 7.22 6.30 1 3 1.04 7.25 6.25 1 3 1.09 7.29 6.20 1 3 1.14 7.31 6.15 1 3 1.19 7.34 6.10 1 3 1.24 7.36 6.04 1 3 1.29 7.38 5.99 1 3 1.34 7.40 5.95 1 3 1.39 7.42 5.90 1 3 1.44 7.44 5.85 1 3 1.49 7.45 5.80 1 3 1.54 7.47 5.75 1 3 1.59 7.48 5.71 1 4 1.59 7.48 5.71 1 4 1.59 7.06 5.53 1 4 1.59 6.72 5.37 1 4 1.60 6.44 5.20 1 4 1.60 6.22 5.05 1 4 1.60 6.05 4.89 1 4 1.60 5.92 4.74 1 4 1.60 5.82 4.60 1 4 1.61 5.76 4.46 1 4 1.61 5.72 4.33 1 4 1.61 5.70 4.19 SUMMER MODEL FOR KILLIAN XRDS W/ SOD VALUE OF 1.3 NBOD Flow 4.21 0.62 4.13 0.62 4.05 0.62 3.97 0.63 3.90 0.63 3.83 0.64 3.76 0.64 3.69 0.64 3.62 0.65 3.55 0.65 3.49 0.66 3.49 0.66 3.34 0.69 3.21 0.73 3.09 0.77 2.99 0.81 2.89 0.85 2.80 0.88 2.72 0.92 2.64 0.96 2.57 1.00 2.51 1.04 2.45 1.07 2.39 1.11 2.34 1.15 2.29 1.19 2.24 1.23 2.20 1.26 2.16 1.30 8.46 1.40 8.38 1.41 8.29 1.42 8.21 1.42 8.13 1.43 8.05 1.44 7.97 1.44 7.89 1.45 7.81 1.46 7.74 1.46 7.66 1.47 7.59 1.47 7.51 1.48 7.44 1.49 7.37 1.49 7.30 1.50 7.30 1.50 6.91 1.50 6.55 1.50 6.21 1.50 5.88 1.50 5.57 1.50 5.28 1.50 5.00 1.50 4.74 1.50 4.49 1.50 4.26 1.50 1 5 1.61 5.72 5.51 5.25 1.62 1 5 1.61 5.63 5.34 4.97 1.62 1 5 1.61 5.57 5.18 4.71 1.62 1 5 1.62 5.54 5.03 4.46 1.62 1 5 1.62 5.52 4.87 4.23 1.62 1 5 1.62 5.52 4.73 4.01 1.62 1 5 1.62 5.54 4.58 3.80 1.62 1 5 1.62 5.57 4.44 3.60 1.62 1 5 1.63 5.61 4.31 3.41 1.62 1 5 1.63 5.66 4.18 3.23 1.62 1 5 1.63 5.71 4.05 3.06 1.62 1 6 1.63 5.71 4.05 3.06 1.62 1 6 1.63 5.67 3.93 2.90 1.62 1 6 1.63 5.63 3.81 2.75 1.62 1 6 1.64 5.61 3.69 2.60 1.62 1 6 1.64 5.61 3.58 2.47 1.62 1 6 1.64 5.61 3.47 2.34 1.62 1 6 1.64 5.62 3.37 2.22 1.62 1 6 1.64 5.65 3.27 2.10 1.62 1 6 1.65 5.67 3.17 1.99 1.62 1 6 1.65 5.71 3.07 1.88 1.62 1 6 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.75 2.98 1.79 1.62 1 7 1.65 5.79 2.89 1.69 1.62 1 7 1.65 5.84 2.80 1.60 1.62 1 7 1.66 5.89 2.72 1.52 1.62 1 7 1.66 5.94 2.63 1.44 1.62 1 7 1.66 5.99 2.55 1.36 1.62 1 7 1.66 6.05 2.48 1.29 1.62 1 7 1.66 6.10 2.40 1.22 1.62 1 7 1.67 6.16 2.33 1.16 1.62 1 7 1.67 6.22 2.26 1.10 1.62 1 7 1.67 6.28 2.19 1.04 1.62 Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow SUMMER ---------- MODEL RESULTS Discharger : MOM & POPS WESTERN STEER Receiving Stream : REED CREEK --------------------------------------------- The End D.O. is 6.21 mg/l. The End CBOD is 2.07 mg/l. The End NBOD is 0.88 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 ------------- ---- 5.34 1.62 5 O ---- -- ---------- Reach 1 22.50 18.00 6.00 0.07500 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 045.00 90.00 0.00 0.06500 Reach 4 0.00 Q)22.50 0.00 0.00 0.00000 Reach 5 18.00 6.00 0.07500 Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 (/Lh r ��S W.i J"l�. Y /--rxeu.� .Y%t•=s G! �p�.u�.yr U/fsf/+iw��.Jy.S�fr�✓n U IG I/q�r GofJ!•ayJ W I *** MODEL SUMMARY DATA *** Discharger : MOM & POPS WESTERN STEER Subbasin : 030833 Receiving Stream : REED CREEK Stream Class: C Summer 7Q10 : 0.5 Winter 7Q10 : 0.9 Design Temperature: 26.0 ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I -------------------------------------------------------------------------------- I mile I ft/miI fps I ft Idesignl @20% Idesignl @20% Idesign) Segment 1 I I 1 0.501 I 25.601 0.160 I 1 0.52 I I 1 0.43 1 0.32 I I 1 8.39 1 I 7.361 I 0.79 1 Reach -------------------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.341 I 18.301 0.182 I 1 0.60 I I 10.40 1 0.30 I I 1 6.83 1 I 6.001 I 0.48 1 Reach -------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.751 I 18.301 0.225 I 1 0.66 I I 1 0.41 1 0.31 I I 1 8.45 1 I 7.421 I 0.48 1 Reach -------------------------------------------------------------------------------- 3 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.26 1 0.20 I I 1 1.14 1 I 1.001 I 0.48 1 Reach -------------------------------------------------------------------------------- 4 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 2.00 I I 1 0.26 1 0.20 I I 1 1.14 I I 1.001 I 0.48 1 Reach -------------------------------------------------------------------------------- 5 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.101 0.001 I 1 3.00 I I 1 0.26 1 0.20 I I 1 0.76 1 I 0.671 I 0.48 1 Reach -------------------------------------------------------------------------------- 6 1 1 1 1 1 1 1 1 1 1 Segment 1 I I 1 0.021 I 0.10I 0.001 I 1 3.00 I I 1 0.26 1 0.20 I I 1 0.76 1 I 0.671 I 0.48 1 Reach -------------------------------------------------------------------------------- 7 1 1 1 1 1 1 1 1 1 1 I Flow I CBOD I NBOD I D.O. I I cfs I mg/1 I mg/1 I mg/1 I Segment 1 Reach 1 Waste 1 0.116 122.500 118.000 1 6.000 Headwatersl 0.500 1 2.000 1 1.000 1 7.300 Tributary I 0.000 1 0.000 1 0.000 1 7.300 * Runoff 1 0.080 1 2.000 1 1.000 1 7.300 Segment 1 Reach 2 Waste I 0.000 1 0.000 1 0.000 I 0.000 Tributary I 0.000 I 0.000 I 0.000 I 7.300 * Runoff I 1.900 I 2.000 I 1.000 1 7.300 • Segment 1 Reach 3 Waste I 0.101 145.000 190.000 I 0.000 Tributary I 0.000 I 0.000 I 0.000 I 7.300 * Runoff I 0.130 I 2.000 I 1.000 I 7.300 Segment 1 Reach 4 Waste I 0.000 I 0.000 i 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.300 * Runoff I 0.000 I 2.000 I 1.000 I 7.300 Segment 1 Reach 5 Waste I 0.116 122.500 118.000 I 6.000 Tributary I 0.000 I 2.000 I 1.000 I 7.300 * Runoff I 0.000 I 2.000 I 1.000 I 7.300 Segment 1 Reach 6 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.300 * Runoff I 0.000 I 2.000 I 1.000 I 7.300 Segment 1 Reach 7 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 2.000 I 1.000 I 7.300 * Runoff I 0.000 I 2.000 I 1.000 I 7.300 * Runoff flow is in cfs/mile SUMMER I Seg # I Reach # I Seg Mi D.O. I CBOD I NBOD I Flow I' 1 1 0.00 7.05 5.87 4.21 0.62 1 1 0.05 7.11 5.79 4.12 0.62 1 1 0.10 7.16 5.72 4.04 0.62 1 1 0.15 7.20 5.65 3.96 0.63 1 1 0420 7.24 5.58 3.88 0.63 1 1 0.25 7.27 5.52 3.81 0.64 1 1 0.30 7.30 5.45 3.73 0.64 1 1 0.35 7.33 5.38 3.66 0.64 1 1 0.40 7.35 5.32 3.59 0.65 1 1 0.45 7.38 5.26 3.52 0.65 1 1 0.50 7.40 5.19 3.45 0.66 1 2 0.50 7.40 5.19 3.45 0.66 1 2 0.52 7.40 5.01 3.31 0.69 1 2 0.54 7.41 4.84 3.18 0.73 1 2 0.56 7.41 4.68 3.06 0.77 1 2 0.58 7.42 4.55 2.95 0.81 1 2 0.60 7.42 4.42 2.86 0.85 1 2 0.62 7.43 4.30 2.77 0.88 1 2 0.64 7.43 4.20 2.69 0.92 1 2 0.66 7.44 4.10 2.61 0.96 1 2 0.68 7.45 4.01 2.54 1.00 1 2 0.70 7.45 3.93 2.48 1.04 1 2 0.72 7.46 3.85 2.42 1.07 1 2 0.74 7.47 3.77 2.36 1.11 1 2 0.76 7.47 3.71 2.31 1.15 1 2 0.78 7.48 3.64 2.26 1.19 1 2 0.80 7.49 3.58 2.21 1.23 1 2 0.82 7.49 3.52 2.17 1.26 1 2 0.84 7.50 3.47 2.13 1.30 1 3 0.84 6.96 6.45 8.44 1.40 1 3 0.89 7.00 6.40 8.35 1.41 1 3 0.94 7.04 6.34 8.26 1.42 1 3 0.99 7.07 6.29 8.18 1.42 1 3 1.04 7.10 6.23 8.09 1.43 1 3 1.09 7.13 6.18 8.01 1.44 1 3 1.14 7.16 6.12 7.93 1.44 1 3 1.19 7.18 6.07 7.84 1.45 1 3 1.24 7.20 6.02 7.76 1.46 1 3 1.29 7.22 5.97 7.68 1.46 1 3 1.34 7.24 5.92 7.60 1.47 1 3 1.39 7.26 5.87 7.53 1.47 1 3 1.44 7.27 5.82 7.45 1.48 1 3 1.49 7.29 5.77 7.37 1.49 1 3 1.54 7.30 5.72 7.30 1.49 1 3 1.59 7.32 5.67 7.22 1.50 1 4 1.59 7.32 5.67 7.22 1.50 1 4 1.59 6.87 5.49 6.82 1.50 1 4 1.59 6.51 5.32 6.43 1.50 1 4 1.60 6.22 5.15 6.07 1.50 1 4 1160 6.00 4.99 5.72 1.50 1 4 1.60 5.82 4.83 5.40 1.50 1 4 1.60 5.69 4.68 5.09 1.50 1 4 1.60 5.60 4.53 4.81 1.50 1 4 1.61 5.54 4.38 4.54 1.50 1 4 1.61 5.50 4.24 4.28 1.50 1 4 1.61 5.49 4.11 4.04 1.50 f • 5 1.61 5.53 5.43 5.04 1.62 1 5 1.61 5.44 5.26 4.76 1.62 1 5 1.61 5.38 5.09 4.49 1.62 1 5 1.62 5.35 4.93 4.23 1.62 1 5 1.62 5.34 4.78 3.99 1.62 1 5 1.62 5.34 4.62 3.77 1.62 1 5 1.62 5.37 4.48 3.56 1.62 1 5 1.62 5.41 4.34 3.35 1.62 1 5 1.63 5.45 4.20 3.16 1.62 1 5 1.63 5.51 4.07 2.99 1.62 1 5 1.63 5.57 3.94 2.82 1.62 1 6 1.63 5.57 3.94 2.82 1.62 1 6 1.63 5.52 3.81 2.66 1.62 1 6 1.63 5.49 3.69 2.51 1.62 1 6 1.64 5.48 3.57 2.37 1.62 1 6 1.64 5.48 3.46 2.23 1.62 1 6 1.64 5.49 3.35 2.11 1.62 1 6 1.64 5.51 3.24 1.99 1.62 1 6 1.64 5.53 3.14 1.87 1.62 1 6 1.65 5.57 3.04 1.77 1.62 1 6 1.65 5.61 2.95 1.67 1.62 1 6 1.65 5.65 2.85 1.57 1.62 1 7 1.65 5.65 2.85 1.57 1.62 1 7 1.65 5.70 2.76 1.49 1.62 1 7 1.65 5.75 2.67 1.40 1.62 1 7 1.66 5.80 2.59 1.32 1.62 1 7 1.66 5.86 2.51 1.25 1.62 1 7 1.66 5.92 2.43 1.18 1.62 1 7 1.66 5.97 2.35 1.11 1.62 1 7 1.66 6.03 2.28 1.05 1.62 1 7 1.67 6.09 2.20 0.99 1.62 1 7 1.67 6.15 2.13 0.93 1.62 1 7 1.67 6.21 2.07 0.88 1.62 I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I