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HomeMy WebLinkAboutNC0028975_Instream Assessment_19980515 DIVISION OF WATER QUALITY Point Source Branch NPDES Unit May 15, 1998 MEMORANDUM TO: Forrest Westall Asheville Regional Office Water Quality Supervisor THROUGH: Dave Goodrich'�(-1 FROM: Jacquelyn M. Noweri I f""JM SUBJECT: Instream Assessment for SOC 67(b) Request City of Saluda WWTP NPDES Permit No. NCO028975 Polk County Summary and Recommendation The NPDES Unit has reviewed the request for an instream assessment for the City of Saluda WWTP. The Town is requesting a Special Order by Consent (SOC) during sewer system repairs, lift station repairs and improvements to the wastewater treatment plant. The existing design flow is 0.100 MGD. The requested SOC flow is 20,000 GPD, with a predicted constituency of 100% domestic wastewater. The Asheville Regional Office has requested SOC limits for the following parameters: 1) BOD5 = 50 mg/1 (monthly average) and 100 mg/1 (weekly average), 2) TSS = 60 mg/l (monthly average) and 120 mg/1 (weekly average), and 3) fecal coliform= 1000/100 MI. The results of the Level B model analysis indicated that according to the EMC 67 (b) criteria, the predicted dissolved oxygen (DO) concentration in Joels Creek was not significantly affected by the additional flow and higher BOD5 levels proposed. The EMC 67 (b) criteria, which states that the discharge will not increase the DO minimum by more than 0.5 mg/l or will not extend the stream length of the DO minimum by more than 0.5 miles, was not violated with the addition of 20,000 GPD at the higher BOD5 limits. Our analysis determined that the stream could assimilate the additional flow and loading as requested. Background The City of Saluda discharges into Joels Creek, a tributary to the North Pacolet River in the Broad River Basin and has a stream classification of C. Joel Creek drains 5 Instream Assessment for Saluda SOC page 2 approximately 0.86 square miles at the discharge point. The estimated summer 7Q10 flow (1988) is 0.27 cfs with an average flow of 0.86 cfs. A review of compliance evaluation data shows that for the past year, Saluda has consistently met its wasteflow and fecal coliform limits. However, there were three contraventions of the BOD5 and TSS limits from April 1997 to June 1997. Analysis and Discussion An instream assessment was performed using the Level B model framework. The current design flow of the Saluda WWTP is 0.100 MGD. The yearly average wasteflow from April 1997 to March 1998 of 0.0622 MGD is used as the pre-SOC flow. The post SOC flow used in this analysis is 0.0822 MGD, which allows for the additional 20,000 GPD of domestic flow that may be added during the period of the SOC. The monthly average effluent limits recommended for the SOC are 50 mg/1 of BOD5 and 60 mg/l of TSS. Two models were run at the flows of 0.0622 MGD and 0.0822 MGD. Waste inputs into the models included 75 mg/l of CBOD (50 mg/1 of BOD5 * 1.5) and 90 mg/l of NBOD (NH3 value of 20 mg/l * 4.5) at the two flows. The model results predict DO minimums of 5.48 and 5.05 mg/l, respectively. This is a difference of 0.43 mg/l in the instream DO levels and does not demonstrate a significant depression of the instream DO level per 67(b) criteria. In the evaluation of the recommended fecal coliform limit of 1000/100 ml, a first order exponential decay rate equation was used to estimate the allowable effluent concentration for fecal coliform.- The decay rate equation is as follows: C = Coe-kt where C = instream coliform concentration (standard of 200/100 ml) Co=concentration at mix k=exponential decay rate (per day) = 1.5/day t=time to complete mix (days) =0.5 days By substituting the mass balance equation for Co, the decay rate equation solves for an allowable fecal concentration of 1323.51100 ml. A reevaluation concerning some of the values used particularly k, t, and background fecal coliform levels, places some uncertainty with the allowable concentration. However, since the estimated concentration is within the range of the recommended fecal coliform SOC limit of 1000/100ml, we will concur with the regional office.. The previous North Carolina standard for fecal coliform was 1000/100 ml until its revision in October 1989. Instream Assessment for Saluda SOC page 3 Recommendation Based on the model results, the Instream Assessment Unit recommends approval of the 20,000 GPD of additional wasteflow for the Saluda WWTP and the SOC limits of 50 mg/1 of BODS (monthly avg.); 100 mg/l of BODS (daily maximum) and 60 mg/l of TSS (monthly avg.); 120 mg/1 of TSS (daily maximum). The recommended SOC limit for fecal coliform is 1000/100 nil and continued instream monitoring for fecal coliform during the SOC. It is recommended that all other permitted limitations, effluent and instream monitoring requirements shall remain the same as in the current NPDES permit. cc: Don Safrit Susan Wilson Wanda Frazier Central Files NPDES Permit File Table 1. Instream Assessment Summary for the City of Saluda Wasteflow Assumptions Design Capacity 0.100 MGD Pre-SOC Flow 0.0622 MGD SOC Flow Requested 0.020 MGD Pre-SOC+ SOC Flow 0.0822 MGD Model Input Summary Headwater conditions: s7Q10 flow 0.27 cfs w7Q10 flow 0.35 cfs , Average flow 0.86 cfs Design Temperature 25 C CB OD 2.0 mg/l NB OD 1.0 mg/1 DO (90% saturation) 7.44 mg/l Wastewater Inputs: Pre- SOC Qw 0.0622 MGD Requested SOC Qw 0.0822 MGD Recommended SOC Qw 0.0822 MGD CBOD 75 mg/1 NB OD 90 mg/1 Model Output Summary Qw DO Net Distance DO Net (MGD) min. Change <5.0 mg/l Change (mg/1) (mg/1) (mi.) (Mi.) 0.0622 5.48 NA 0.0 NA 0.0822 5.05 0.43 0.0 .0.0 i G�l.0 -:�� Water Quality Section ft April 2 1998 ( � P S� MEMORANDUM: To: Dave Goodrich NPDES Group Through: Forrest Westall Asheville Regional jOice From: Wanda Frazier -70 ,Y-4- Re : Request for Model of Assimilative Capacity City of Saluda NPDES NCO028975 Polk County Proposed SOC Interim Permit Limits Please find attached the most recent wasteload allocation for the City of Saluda. The City has requested an SOC for BOD, TSS and fecal coliform. We are requesting a model so that we can assign SOC interim permit limits . We are considering the follow- ing SOC limits (excluding flow) . BOD TSS fecal coliform flow mg/1 mg/l colonies/100 ml MGD weekly average 100 120 20, 000 - monthly average 50 60 1, 000 0 . 100 Should you or your staff need any additional information, please contact us . Thank you for your attention to this matter. p L��� D APR 9 tQ POINT SOURCE BRANCH DFS3650I SESSION READY FOR INPUTGKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1 PERMIT--NC0028975 PIPE--001 REPORT PERIOD: 9704-9803 LOC---E FACILITY--SALUDA, CITY-PEARSON FALLS RD DESIGN FLOW-- .1000 CLASS--2 LOCATION--SALUDA REGION/COUNTY--01 POLK 50050 00310 00530 00610 31616 50060 00300 00010 MONTH Q/MGD BOD RES/TSS NH3+NH4= FEC COLI CHLORINE DO TEMP LIMIT F .1000 F 30.00 F 30.0 NOL F 200.0 NOL NOL NOL 97/04 .0545 37.15F 53 .9F 7.89 38.5 .881 5.16 15.35 97/05 .0541 42.02F 52 .1F 10.08 7.3 .954 4.37 17.96 97/06 .0560 47.16F 37.8F 10.59 11.7 1.144 4.56 20.59 97/07 .0542 12.12 29 .9 14.54 2.0 1.636 4.65 24.34 97/08 .0426 3 .47 21.9 14.12 1.7 1.800 6.25 21.90 97/09 .0910 5.12 9 .5 10.52 1.6 1.895 5.92 20.09 97/10 .0813 2.80 19.6 8.12 .0 1.791 5.94 16.69 97/11 .0358 15.75 46.8F 1.27 120.2 1.088 6.50 12.47 97/12 .0625 6.87 18.4 1.02 1.7 1.400 7.35 10.52 98/01 .0656 4.88 20.2 2.40 1.6 1.657 7.50 10.28 98/02 .0777 10.97 22 .5 1.60 4.9 1.345 8.60 9 .15 98/03 .0715 14.19 8.7 4.35 2 .6 1.227 8.18 10.63 AVERAGE 0622 16.87 28.4 7.20 16.1 1.401 6.24 15.83 MAXIMUM 1 0 104.00 134.0 16.70 17600.0 2.200 9.60 29 .00 MINIMUM .0011 LESSTHAN 1.6 .10 LESSTHAN LESSTHAN 3.50 6.00 UNIT MGD MG/L MG/L MG/L #/100ML MG/L MG/L DEG.0 1 C,"J ej GKEX88/MP 05/13/98 COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2 PERMIT--NC0028975 PIPE--001 REPORT PERIOD: 9704-9803 LOC---E FACILITY--SALUDA, CITY-PEARSON FALLS RD DESIGN FLOW-- .1000 CLASS--2 LOCATION--SALUDA REGION/COUNTY--01 POLK 00400 00600 00665 MONTH PH TOTAL N PHOS-TOT LIMIT 9 .0 6.0 NOL NOL 97/04 7 .1-6.8 12.000 2 .0000 97/05 7.1-6.5 97/06 7.7-6.2 97/07 7.0-6.9 97/08 7.8-7.5 97/09 7.6-6.5 97/10 6.5-6.5 97/11 7.2-6.2 15.600 3 .2000 97/12 7 .4-6.3 98/01 7 .2-6.1 98/02 7 .0-6.1 98/03 6.9-6.3 AVERAGE 13 .800 2.6000 MAXIMUM 7.800 15.600 3.2000 MINIMUM 6.100 12.000 2.0000 UNIT SU MG/L MG/L --------------- CIO CW ___ N1rJf /C.t�e S.fG� 0 , 0 $2-2 M _ 0,( Z7 cA q s = o. 27 _ 95 = 6, 12-, 4-O,z7cr = 0, 37- Zoo/(ro .�.� 0,s� Cw = (, 35 7 c C Zee v�roo •1 �.� � —�--� `(7 ^ �g o. 7 3 /"s 7 7q, �3 7 7,/ 7177 7 7 7Y� l z�f 7 /23 F 7 z �- � U /t 0.397 ,� 397 7C.?� f 4s:J MMER :HOC @ 0 . 0622 AND EOD5 WEEKLY AVG . OF 100 MG/L __________ MODEL RESULTS ---------- Discharger o TOWN OF SALUDA Receiving Stream o JOELS CREEK ---------------------------------------------------------------------- The End D .G. is 8 , 13 mg/1 . The End CEOD is 4 .40 mg/1 . The End NEED is 2 . 58 mg/1 ---------------------------------------------------------------------- WLA WLA WLA DO Min CEOD NEOD DO Waste Flow (mg/1 ) Milepoint Reach # (mg/1 ) (mg/1 ) (mg/1 ) (m9d) Segment 1 5 .48 0 . 00 1 Ruch 1 150 . 00 50 . 00 0 . 00 0 . 06220 React, 2 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 3 0 . 00 0 . 00 0 . 00 0 . 00000 Ruch 4 0 . 00 0 . 00 0 . 00 0 . 00000 Ruch 5 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 6 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 7 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 8 0 . 00 0 . 00 0 . 00 0 . 00000 MODEL SUMMARY DATA Di schar,ger, s TOWN OF SALUDA Subbasin e 030806 Receiving Stream . JOELS CREEK Stream Class : WSIII Summer• 7Q10 . 0 . 27 winter• 7Q10 0 . 35 Design Temper•atur,e a 25 . 0 ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I SOD I SOD I I mile I ft/miI fps I ft Idesignl @201 Idesignl @201 Idesignl @20° Idesignl @201 Idesignl @201 1 ------------- ----------------------------------------------------------------------------------------------------- I I I I I Segment 1 1 0,381138,101 0.278 1 0.34 1 0.87 1 0.69 155.75 1 50,001 0.73 1 0.50 1 0.73 1 0.00 1. 0.00 1 0.00 1 Reach 1 I I I I I I I I I I I 1 -I ------------------------------------------------------------------------------------------------------------------- I I I I , Segment 1 1 0,141281.201 0.314 1 0.34 1 1.09 1 0.87 155.75 1 50,001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I I I Segment 1 1 0.311123.001 0.314 1 0.40 1 0.84 1 0.67 155.75 1 50,001 0.73 1 0.50 1. 0.73 1 0.00 1 0.00 1 0.00 1 Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- Segment 1 1 0.01j1968.501 0.731 1 0.28 1 1.26 1 1.00 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I - Segment 1 1 0.271192.001 0.384 1 0.40 1 0.97 1 0.77 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I I I Segment 1 1 0.471196.801 0,666 1 0.63 1 1.05 1 0.84 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 6 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- Segment 1 1 0.081562,401 0,914 1 0.54 1 1.26 1 1.00 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 ' Reach 7 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- Segment 1 1 0.301106,401 0.569 1 0.69 1 0.87 1 0,69 155.75 1 50,001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 8 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- I Flow I CBOD I NBOD I D .C. I I CfS i mg/1 I mg/1 I mg/1 Segment 1 Reach 1 Waste 1 0 . 096 1150 . 000 1 90 . 000 1 0 . 000 Head%,siater,w 1 0 . 270 1 2 . 000 1 1 . 000 1 7 .440 THbutar~y I 0 . 000 I 2 . 000 I 1 . 000 1 7 .440 �8 Runoff I 0 . 550 I 2 . 000 I 1 . 000 1 7 .440 Segment 1 Reach 2 Waste I 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000 Tributary 1 0 . 000 1 2 . 000 1 1 . 000 I 7 .440 Runoff 1 0 . 500 1 2 . 000 1 1 . 000 1 7 .440 Waste I 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000 Tributary , 0 . 000 I 2 . 000 I 1 . 000 I 7 .440 Runoff I 0 . 590 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 Reach 4 Waste I 0 . 000 I 0 . 00o I 0 . 000 I 0 . 000 Tributary I 0 . 000 I 2 . 000 I 1 . 000 I 7 .440 Runoff I '0 . 590 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 Reach 5 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 . 590 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 Reach G Waste I 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000 Tributary I 2 . 800 I 2 . 000 I 1 . 000 I 7 .440 Runoff I 0 .430 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- Tri but ary I 0 .,000 I 2 . 000 I 1 . 000 I 7 .440 Runoff I 0 .430 I 2 . 000 "I 1 . 000 I 7 .440 Segment 1 Ruch 8 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 .430 I 2 . 000 I 1 . 000 I 7 .440 Runoff flow is in cfs/mil e SUMMER wOC @ 0 . 0622 AND BOD5 WEEKLY AVG . OF 100 MG/L seq # I Ruch Seq Mi I D .O. I CEOD I NBOD I Floe, 1 1 0 . 00 5 .48 40 . 94 24 .42 0 . 37 1 1 0 . 02 5 . 93 39 . 58 23 . 61 0 . 38 1 1 0 . 04 6 . 28 38 . 29 22 . 85 0 . 39 1 1 0 . 06 6 . 55 37 . 08 22 . 14 0 .40 1 1 0 . 08 6 . 75 35 . 94 21 . 47 0 .41 1 1 0 . 10 6 . 92 34 . 87 20 . 83 0 .43 1 1 0 . 12 7 . 05 33 . 85 20 . 23 0 .44 1 1 0 . 14 7 . 15 32 . 89 19 . 66 0 .45 1 1 0 . 16 7 . 23 31 . 98 19 . 12 0 .46 1 1 0 . 18 7 . 30 31 . 11 18 . 61 0 .47 1 1 0 . 20 7 . 36 30 . 28 18 . 12 0 .48 1 1 0 . 22 7 .40 29 . 50 17 . 66 0 . 50 1 1 0 . 24 7 .44 28 . 75 17 . 21 0 . 51 1 1 0 . 26 7 .48 26 . 03 16 . 79 0 . 52 1 1 0 . 28 7 . 51 27 . 35 16 . 39 0 . 53 1 1 0 . 30 7 . 53 26 . 70 16 . 00 0 . 54 1 1 0 . 32 7 . 56 26 .'07 15 . 63 0 . 56 1 1 0 . 34 7 . 58 25 . 47 15 . 28 0 . 57 1 1 0 . 36 7 . 60 24 . 90 14 . 94 0 . 58 1 1 0 . 38 7 . 61 24 . 35 14 . 61 0 . 59 1 2 0 . 38 7 . 61 24 . 35 14 . 61 0 . 59 1 2 0 . 39 7 . 61 24 . 08 14 .46 0 . 60 1 2 0 . 40 7 . 61 23 . 83 14 . 31 0 . 60 1 2 0 .41 7 . 61 23 . 57 14 . 17 0 . 61 1 2 0 .42 7 . 61 23 . 32 14 . 02 0 . 61 1 2 0 .43 7 . 61 23 . 08 13 . 88 0 . 62 1 2 0 .44 7 . 61 22 . 84 13 . 75 0 . 63 1 2 0 . 45 7 . 61 22 . 60 13 . 61 0 . 63 1 2 0 . 46 7 . 61 22 . 37 13 . 48 0 . 64 1 2 0 .47 7 . 61 22 . 15 13 . 35 0 . 64 1 2 0 . 48 7 . 61 21 . 92 13 . 22 0 .65 1 2 0 .49 7 . 62 21 . 71 13 . 09 0 . 66 1 2 0 . 50 7 . 62 21 . 49 12 . 97 0 . 66 1 2 0 . 51 7 . 62 21 . 28 12 . 85 0 . 67 1 2 0 . 52 7 . 63 21 . 08 12 . 73 0 . 67 1 3 0 . 52 7 . 63 21 . 08 12 . 73 0 . 67 1 3 0 . 53 7 . 64 20 . 88 12 . 61 0 . 68 1 3 0 . 54 7 . 65 20 . 68 12 . 49 0 . 69 1 3 0 . 55 7 . 67 20 .49 12 . 38 0 . 69 1 3 0 . 56 7 . 68 20 . 30 12 . 26 0 . 70 1 3 0 . 57 7 . 69 20 . 11 12 . 15 0 . 70 1 3 0 . 58 7 . 70 19 . 93 12 . 04 0 . 71 1 3 0 . 59 7 . 71 19 . 75 11 . 93 0 . 71 1 3 0 . 60 7 . 72 19 . 57 11 . 82 0 . 72 1 3 0 . 61 7 . 72 19 . 39 11 . 72 0 . 73 1 3 0 . 62 7 . 73 19 . 22 11 . 62 0 . 73 1 3 0 . 63 7 . 74 19 . 05 11 . 52 0 . 74 1 3 0 . 64 7 . 74 18 . 89 11 .42 0 . 74 1 3 0 . 65 7 . 75 18 . 72 11 . 32 0 . 75 1 3 0 . 66 7 . 76 18 . 56 11 . 22 0 . 76 1 3 0 . 67 7 . 76 18 .41 11 . 13 0 . 76 1 3 0 . 68 7 . 77 18 . 25 11 . 03 0 . 77 1 3 0 . 69 7 . 77 18 . 10 10 . 94 0 . 77 1 3 0 . 70 7 . 78 17 . 94 10 . 85 0 . 78 1 3 0 . 71 7 . 78 17 . 80 10 . 76 0 . 79 1 3 0 . 72 7 . 79 17 . 65 10 . 67 0 . 79 1 3 0 . 73 7 . 79 17 . 50 10 . 59 0 . 80 1 3 0 . 74 7 . 80 17 . 36 10 . 50 0 . 80 1 3 0 . 75 7 . 80 17 . 22 10 .42 0 . 81 1 q n . 7s 7 . 81 17 . 08 10 . 33 0 . 81 1 3 0 . 7 8 7 . 8 1 16 . 81 10 . 17 0 ..83 1 3 0 . 79 7 . 82 16 . 68 10 . 09 0 . 83 1 3 0 . 80 7 . 82 16 . 55 10 . 01 0 . 84 1 3 0 . 81 7 . 83 16 . 42 9 . 94 0 . 84 1 3 0 . 82 7 . 83 16 . 30 9 . 86 0 . 85 1 3 0 . 83 7 . 83 16 . 17 9 . 78 0 . 86 1 4 0 . 83 7 . 83 16 . 17 9 . 78 0 . 86 1 4 0 . 83 7 . 83 16 . 16 9 . 78 0 . 86 1 4 0 . 83 7 . 83 16 . 15 9 . 77 0 . 86 1 4 0 . 83 7 . 83 16 . 14 9 . 76 0 . 86 1 4 0 . 83 7 . 83 16 . 12 9 . 76 0 . 86 1 4 0 . 84 7 . 83 16 . 11 9 . 75 0 . 86 1 4 0 . 84 7 . 83 16 . 10 9 . 74 0 . 86 1 4 0 . 84 7 . 83 16 . 09 9 . 74 0 . 86 1 4 0 . 84 7 . 83 16 . 08 9 . 73 0 . 86 1 4 0 . 84 7 . 83 16 . 07 9 . 72 0 . 86 1 4 0 . 84 7 . 83 16 . 06 9 . 72 0 . 86 1 5 0 . 84 7 . 83 16 . 06 9 . 72 0 . 86 1 5 0 . 87 7 . 83 15 . 70 9 . 51 0 . 88 1 5 0 . 90 7 . 83 15 . 36 9 . 31 0 . 90 1 5 0 . 93 7 . 84 15 . 03 9 . 12 -0 . 92 1 5 0 . 96 7 . 84 14 . 72 8 . 93 0 . 93 1 5 0 . 99 7 . 85 14 .41 8 . 75 0 . 95 1 5 1 . 02 7 . 86 14 . 12 8 . 58 0 . 97 1 5 1 . 05 7 . 86 13 . 84 8 . 41 0 . 99 1 5 1 . 08 7 . 87 13 . 57 8 . 2,6 1 . 00 1 5 1 . 11 7 . 87 13 . 30 8 . 10 1 . 02 1 6 1 . 11 7 . 56 5 . 02 2 . 90 3 . 82 1 6 1 . 12 7 . 58 5 . 01 2 . 89 3 . 83 1 6 1 . 13 7 . 61 5 . 00 2 . 89 3 . 83 1 6 1 . 14 7 . 64 5 . 00 2 . 89 3 . 83 1 6 1 . 15 7 . 66 4 . 99 2 . 88 3 . 84 1 6 1 . 16 7 . 68 4 . 98 2 . 88 3 . 84 , 1 6 1 . 17 7 . 71 4 . 97 2 . 87 3 . 85 1 6 1 . 18 7 . 73 4 . 96 2 . 87 3 . 85 1 6 1 . 19 7 . 75 4 . 96 2 . 87 3 . 86 1 6 1 . 20 7 . 77 4 . 95 2 . 86 3 . 86 1 6 1 . 21 7 . 78 4 . 94 2 . 86 3 . 86 1 6 1 . 22 7 . 80 4 . 93 2 . 85 3 . 87 1 6 1 . 23 7 . 82 4 . 92 2 . 85 3 . 87 1 6 1 . 24 7 . 83 4 . 92 2 . 85 3 . 88 1 6 1 . 25 7 . 85 4 . 91 2 . 84 3 . 88 1 6 1 . 26 7 . 86 4 . 90 2 . 84 3 . 89 1 6 1 . 27 7 . 87 4 . 89 2 . 83 3 . 89 1 6 1 . 28 7 . 89 4 . 88 2 . 83 3 . 89 1 6 1 . 29 7 . 90 4 . 88 2 . 83 3 . 90 1 6 1 . 30 7 . 91 4 . 87 2 . 82 3 . 90 1 6 1 . 31 7 . 92 4 . 86 2 . 82 3 . 91 1 6 1 . 32 7 . 93 4 . 85 2 . 81 3 . 91 1 6 1 . 33 7 . 94 4 . 84 2 . 81 3 . 92 1 6 1 . 34 7 . 95 4 . 84 2 . 81 3 . 92 1 6 1 . 35 7 . 96 4 . 83 2 . 80 3 . 92 1 6 1 . 36 7 . 96 4 . 82 2 . 80 3 . 93 1 6 1 . 37 7 . 97 4 . 81 2 . 79 3 . 93- 1 6 1 . 38 7 . 98 4 . 81 2-. 79 3 . 94 1 6 1 . 39 7 . 99 4 . 80 2 . 79 3 . 94 1 6 1 .40 7 . 99 4 . 79 2 . 78 3 . 95 1 6 1 . 41 8 . 00 4 . 78 2 . 78 3 . 95 1 6 1 .42 8 . 01 4 . 78 2 . 78 3 . 95 1 6 1 .43 8 . 01 4 . 77 2 . 77 3 . 96 1 6 1 .44 8 . 02 4 . 76 2 . 77 3 . 96 1 6 1 . 45 8 . 02 4 . 75 2 . 76 3 . 97 1 6 1 .46 8 . 03 4 . 74 2 . 76 3 . 97 1 6 1 .47 8 . 03 4 . 74 2 . 76 3 . 98 1 6 1 .48 8 . 04 4 . 73 2 . 75 3 . 98 1 6 1 . 50 8 . 04 4 . 71 2 . 75 3 . 99 1 6 1 . 51 8 . 05 4 . 71 2 . 74 3 . 99 1 6 1 . 52 8 . 05 4 . 70 2 . 74 4 . 00 1 6 1 . 53 8 . 06 4 . 69 2 . 73 4 . 00 1 6 1 . 54 8 . 06 4 . 68 2 . 73 4 . 01 1 6 1 . 55 8 . 06 4 . 68 2 . 73 4 . 01 1 6 1 . 56 8 . 07 4 . 67 2 . 72 4 . 01 1 6 1 . 57 8 . 07 4 . 66 2 . 72 4 . 02 1 6 1 . 58 8 . 07 4 . 66 2 . 72 4 . 02 1 7 1 . 58 8 . 07 4 . 66 2 . 72 4 . 02 1 7 1 . 59 8 . 07 4 . 65 2 . 71 4 . 03 1 7 1 . 60 8 . 07 4 . 64 2 . 71 4 . 03 1 7 1 . 61 8 . 07 4 . 64 2 . 71 4 . 04 1 7 1 . 62 8 . 08 4 . 63 2 . 70 4 . 04 1 7 1 . 63 8 . 08 4 . 62 2 . 70 4 . 04 1 7 1 . 64 8 . 08 4 . 62 2 . 70 4 . 05 1 7 1 . 65 8 . 08 4 . 61 2 . 69 4 . 05 1 7 1 . 66 8 . 08 4 . 60 2 . 69 4 . 06 1 8 1 . 66 8 . 08 4 . 60 2 . 69 4 . 06 1 8 1 . 69 8 . 09 4 . 58 2 . 68 4 . 07 1 8 1 . 72 8 . 10 4 . 56 2 . 67 4 . 08 1 8 1 . 75 8 . 11 4 . 54 2 . 66 4 . 10 1 8 1 . 78 8 . 11 4 . 52 2 . 64 4 . 11 1 8 1 . 81 8 . 12 4 . 50 2 . 63 4 . 12 1 8 1 . 84 8 . 12 4 .48 2 . 62 4 . 14 1 8 1 . 87 8 . 13 4 .46 2 . 61 4 . 15 1 8 1 . 90 8 . 13 4 .44 2 . 60 4 . 16 1 8 1 . 93 8 . 13 4 .42 2 . 59 4 . 17 1 8 1 . 96 8 . 13 4 .40 2 . 58 4 . 19 Seq # I reach # I Seg Mi I D.O. I -CBOD I NBC-,D I Flow S [ U p I" M 1.r R SOC MODEL @ 0 . 0622 MGD , RODS= 50 MG/L ---------- MODEL RESULTS ---------- Discharger s TOWN OF SALUDA Receiving Stream . JOEL4 CREEK ---------------------------------------------------------------------- The End D .Q. is 8 . 16 mg/1 . The End CEOD is 3 . 08 mg/1 . The End NBOD is 2 . 58 mg/1 . ------------------------------------------------------------------------- DO Min CBOD NBOD DO Waste Flow (mg/1 ) Mi1epcint Reach # (mg/1 ) (mg/1 ) (mg/1 ) (mgcl) Segment 1 5 . 48 0 . 00 1 Reach 1 75 . 00 90 . 00 0 . 00 0 . 06220 Reach 2 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 3 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 4 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 5 0 . 00 0 . 00 0 . 00 0 . 00000 Reach G 0 . 00 0 . 00 0 . 00 0100000 Reach 7 0 . 00 0 . 00 0 . 00 0 . 00000 React, 8 0 . 00 0 . 00 0 . 00 0 . 00000 MODEL SUMMARY DATA Di sch.ar•ger, : TOWN OF SALUDA Subba i n : 030806 Receiving Stream . JOELS CREEK Str•e,am Claws : WSIII Summer, 7Q10 : 0 . 27 Winter, 7Q10 : 0 . 35 Design Temper,atur,e : 25 . 0 ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I SOD I SOD I I mile I ft/miI fps I ft Idesignl @201 Idesignl @201 Idesignl @201 Idesignl @201 Idesignl @201 1 ------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I Segment 1 1 0,381138,101 0,278 1 0.34 1 0.87 1 0.69 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0,00 1-0.00 1 0.00 1 Reach i I I I I I I I I I I I I . I ------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I Segment 1 1 0.141281,201 0,374 1 0.34 1 1.09 1 0,87 155.75 1 50.001 0,13 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- - I I I I I Segment 1 1 0,311123,001 0,314 1 0.40 1 0.84 1 0.67 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0,00 1 0.00 1 Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I I I Segment 1 I 0,0111968,501 0.731 1 0.28 1 1.26 1 1.00 155.75 1 50,001 0.73 1 0.50 1 0,73 1 0.00 1 0.00 1 0.00 1 Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I I I Segment 1 1 0.271192.001 0.384 1 0.40 1 0.97 1 0.77 155.75 1 50,001 0.73 1 0,50 1 0.73 1 0.00 1 0.00 1 0,00 1 Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I - I I Segment 1 1 0,471196.801 0,666 1 0.63 1 1.05 1 0.84 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 6 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I I I I Segment 1 1 0,081562.401 0,914 1 0.54 1 1.26 1 1.00 155.75 1 50.001 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00 1 Reach 7 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------------------- I I • Segment 1 1 0.301106,401 0.569 1 0.69 1 0.87 1 0.69 155.75 1 50,001 0.13 1 0,50 1 0.73 1 0.00 1 0,00 1 0.00 1 Reach 8 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- Flow I CBOD I NBOD I D . O. 1 cfs I mg/l I mg/l I mg/l Segment 1 Ruch 1 Waste 1 0 . 096 1 75 . 000 1 90 . 000 I 0 . 000 He,adwater,s 1 0 . 270 1 2 . 000 1 1 . 000 1 7 .440 Tr•i butar•y I 0 . 000 I 2 . 000 i 1 . 000 1 7 .440 * Runoff I 0 . 590 I 2 . 000 1 1 . 000 I 7 .440 Segment 1 Ruch 2 Waste I 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000 Tr,ibutar,y I 0 . 000 I 2 . 000 1 1 . 000 I 7 .440 * Runoff i 0 . 590 1 2 . 000 1 1 . 000 i 7 .440 Waste I o . 000 I o . 0oo I o . 000 I 0 . 000 Tributary I 0 . 000 I 2 . 000 I 1 . 000 I 7 .440 Runoff I 0 . 500 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 Reach 4 adaste 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 . 500 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 each 5 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 . 500 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 each 6 Waste I 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000 Tributary I 2 . 800 I 2 . 000 I 1 . 000 I 7 .440 * Runoff I 0 .430 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 .430 I 2 . 000 I 1 . 000 I 7 .440 Segment 1 Reach 8 Waste I 0 . 000 l 0 . 000 I 0 . 000 I 0 . 000 Tr•i but.ar•y I 0 . 000 I 2 . 000 I 1 . 000 I 7 .440 »< Runoff I 0 .430 I 2 . 000 I 1 . 000 I 7 .440 Runoff flow is in cfs/mil e SUMMER SOC MODEL @ 0 . 0622 MGD , BOD5= 50 MG/L See # I Reach I Seg Mi D.O . I CBOD I NBOD I Flow 1 1 0 . 00 5 .48 21 . 21 24 . 42 0 . 37 1 1 0 . 02 6 . 00 20 . 53 23 . 61 0 . 38 1 1 0 . 04 6 . 39 19 . 89 22 . 85 0 . 39 1 1 0 . 06 6 . 69 19 . 29 22 . 14 0 .40 1 1 0 . 08 6 . 92 18 . 73 21 . 47 0 .41 1 1 0 . 10 7 . 10 18 . 19 20 . 83 0 .43 1 1 0 . 12 7 . 24 17 . 69 20 . 23 0 .44 1 1 0 . 14 7 . 35 17 . 21 19 . 66 0 .45 1 1 0 . 16 7 .44 16 . 76 19 . 12 0 . 46 1 1 0 . 18 7 . 51 16 . 33 18 . 61 0 . 47 1 1 0 . 20 7 . 57 15 . 92 18 . 12 0 .48 1 1 0 . 22 7 . 61 15 . 53 17 . 66 0 . 50 1 1 0 . 24 7 . 65 15 . 15 17 . 21 0 . 51 1 1 0 . 26 7 . 68 14 . 80 16 . 79 0 . 52 1 1 0 . 28 7 . 70 14 .46 16 . 39 0 . 53 1 1 0 . 30 7 . 73 14 . 13 16 . 00 0 . 54 1 1 0 . 32 7 . 75 13 . 82 15 . 63 0 . 56 1 1 0 . 34 7 . 76 13 . 52 15 . 28 0 . 57 1 1 0 . 36 7 . 78 13 . 24 14 . 94 0 . 58 1 1 0 . 38 7 . 79 12 . 96 14 . 61 0 . 59 1 2 0 . 38 7 . 79 12 . 96 14 . 61 0 . 59 1 2 0 . 39 7 . 79 12 . 83 14 .46 0 . 60 1 2 0 . 40 7 . 79 12 . 70 14 . 31 0 . 60 1 2 0 .41 7 . 79 12 . 58 14 . 17 0 . 61 1 2 0 . 42 7 . 79 12 .45 14 . 02 0 . 61 1 2 0 .43 7 . 79 12 . 33 13 . 88 0 . 62 1 2 0 .44 7 . 79 12 . 21 13 . 75 0 . 63 1 2 0 .45 7 . 79 12 . 10 13 . 61 0 . 63 1 2 0 . 46 7 . 80 1. 1 . 98 13 . 48 0 . 64 1 2 0 .47 7 . 80 11 . 87 13 . 35 0 . 64 1 2 0 . 48 7 . 80 11 . 76 13 . 22 0 . 65 1 2 0 . 49 7 . 80 11 . 65 13 . 09 0 . 66 1 2 0 . 50 7 . 80 11 . 54 12 . 97 0 . 66 1 2 0 . 51 7 . 81 11 .44 12 . 85 0 . 67 1 2 0 . 5-2 7 . 81 11 . 34 12 . 73 0 . 67 1 3 0 . 52 7 . 81 11 . 34 12 . 73 0 . 67 1 3 0 . 53 7 . 82 11 . 24 122 . 61 0 . 68 1 3 0 . 54 7 . 83 11 . 14 12 . 49 0 . 69 1 3 0 . 55 7 . 83 11 . 04 12 . 38 0 . 69 1 3 0 . 56 7 . 84 10 . 95 12 . 26 0 . 70 1 3 0 . 57 7 . 85 10 . 85 12 . 15 0 . 70 1 3 0 . 58 7 . 85 10 . 76 12 . 04 0 . 71 1 3 0 . 59 7 . 86 10 . 67 11 . 93 0 . 71 1 3 0 . 60 7 . 87 10 . 59 11 . 82 0 . 72 1 3 0 . 61 7 . 87 10 . 50 11 . 72 0 . 73 1 3 0 . 62 7 . 88 10 .41 11 . 62 0 . 73 1 3 0 . 63 7 . 88 10 . 33 11 . 52 0 . 74 1 3 0 . 64 7 . 89 10 . 25 11 . 42 0 . 74 1 3 0 . 65 7 . 89 10 . 16 11 . 32 0 . 75 1 3 0 . 66 7 . 89 10 . 08 11 . 22 0 . 76 1 3 0 . 67 7 . 90 10 . 00 11 . 13 0 . 76 1 3 0 . 68 7 . 90 9 . 93 11 . 03 0 . 77 i 3 0 . 69 7 . 91 9 . 85 10 . 94 0 . 77 1 3 0 . 70 7 . 91 9 . 78 10 . 85 0 . 78 1 3 0 . 71 7 . 91 9 . 70 10 . 76 0 . 79 1 3 0 . 72 7 . 92 9 . 63 10 . 67 0 . 79 1 3 0 . 73 7 . 92 9 . 56 10 . 59 0 . 80 1 3 0 . 74 7 . 92 9 .48 10 . 50 0 . 80 1 3 0 . 75 7 . 92 9 .41 10 . 42 0 . 81 1 n 7r 7 as n _ �V% 1n _ 'q,� n _ A1 1 3 0 . 78 7 . 93 9 . 21 10 . 17 0 . 83 1 3 0 . 79 7 . 94 9 . 14 10 . 09 0 . 83 1 3 0 . 80 7 . 94 9 . 08 10 . 0.1 0 . 84 1 3 0 . 81 7 . 94 9 .02 9 . 94 0 . 84 1 3 0 . 82 7 . 94 8 . 95 9 . 86 0 . 85 1 3 0 . 83 7 . 95 8 . 89 9 . 78 0 . 86 1 4 0 . 83 7 . 95 8 . 89 9 . 78 0 . 86 1 4 0 . 83 7 . 95 8 . 88 9 . 78 0 . 86 1 4 0 . 83 7 . 94 8 . 88 9 . 77 0 . 86 1 4 0 . 83 7 . 94 8 . 87 9 . 76 0 . 86 1 4 0 . 83 7 . 94 8 . 87 9 . 76 0 . 86 1 4 0 . 84 7 . 94 8 . 86 9 . 75 0 . 86 1 4 0 . 84 7 . 94 8 . 86 9 . 74 0 . 86 1 4 0 . 84 7 . 94 8 . 85 9 . 74 0 . 86 1 4 0 . 84 7 . 94 8 . 84 9 . 73 0 . 86 1 4 0 . 84 7 . 94 8 . 84 9 . 72 0 . 86 1 4 0 . 84 7 . 94 8 . 83 9 . 72 0 . 86 1 5 0 . 84 7 . 94 8 . 83 9 . 72 0 . 86 1 5 0 . 87 7 . 94 8 . 66 9 . 51 0 . 88 1 5 0 . 90 7 . 95 8 .48 9 . 31 0 . 90 1 5 0 . 93 7 . 95 8 . 32 9 . 12 0 . 92 1 5 0 . 96 7 . 95 8 16 8 . 93 0_. 93 1 5 0 . 99 7 . 96 8 . 01 8 . 75 0 . 95 1 5 1 . 02 7 . 96 7 . 86 8 . 58 . 0 . 97 1 5 1 . 05 7 . 97 7 . 72 8 .41 0 . 99 1 5 1 . 08 7 . 97 7 . 59 8 . 26 1 . 00 1 5 1 . 11 7 . 98 7 .46 8 . 10 1 . 02 1 6 1 . 11 7 . 58 3 .46 2 . 90 3 . 82 1 6 1 . 12 7 . 61 3 .45 2 . 69 3 . 83 1 6 1 . 13 7 . 64 3 .45 2 . 89 3 . 83 1 6 1 . 14 7 . 66 3 .44 2 . 89 3 . 83 1 6 1 . 15 7 . 69 3 .44 2 . 88 3 . 84 1 6 1 . 16 7 . 71 3 .43 2 . 88 3 . 84 1 6 1 . 17 7 . 73 3 . 43 2 . 87 3 . 85 1 6 1 . 18 7 . 75 3 .42 2 . 87 3 . 85 1 6 1 . 19 7 . 77 3 .42 2 . 87 3 . 86 1 6 1 . 20 7 . 79 3 . 41 2 . 86 3 . 86 1 6 . 1 . 21 7 . 81 3 . 41- 2 . 86 3 . 86 1 6 1 . 22 7 . 83 3 .40 2 . 85 3 . 87 1 6 1 . 23 7 . 84 3 .40 2 . 85 3 . 87 1 6 1 . 24 7 . 86 3 . 39 2 . 85 3 . 88 1 6 1 . 25 7 . 87 3 . 39 2 . 84 3 . 88 1 6 1 . 26 7 . 89 3 . 38 2 . 84 31. 89 1 6 1 . 27 7 . 90 3 . 38 2 . 83 3 . 89 1 6 1 . 28 . 7 . 91 3 . 38 2 . 83 3 . 89 1 6 1 . 29 7 . 92 3 . 37 2 . 83 3 . 90 1 6 1 . 30 7 . 94 3 . 37 2 . 82 3 . 90 1 6 1 . 31 7 . 95 3 . 36 2 . 82. 3 . 91 1 6 1 .-32 7 . 96 3 . 36 2 . 81 3 . 91 1 6 1 . 33 7 . 97 3 . 35 2 . 81 3 . 92 1 6 1 . 34 7 . 98 3 . 35 2 . 81 3 . 92 1 6 1 . 35 7 . 98 3 . 34 2 . 80 3 . 92 1 6 1 . 36 7 . 99 3 . 34 2 . 80 3 . 93 1 6 1 . 37 8 . 00 3 . 33 2 . 79 3 . 93 1 6 1 . 36 8 . 01 3 .33 2 . 79 3 . 94 1 6 1 . 39 8 . 01 3 . 32 2 . 79 3 . 94 1 6 1 .40 8 . 02 3 . 32 2 . 78 3 . 95 1 6 1 .41 8 . 03 3 . 31 2 . 78 3 . 95 1 6 1 .42 8 . 03 3 . 31 2 . 78 3 . 95 1 6 1 .43 8 . 04 3 . 30 2 . 77 3 . 96 1 6 1 . 44 8 . 04 3 .30 2 . 77 31. 96 1 6 1 .45 8 . 05 3 . 30 2 . 76 3 . 97 1 6 1 .46 8 . 05 3 . 29 2 . 76 3 . 97 1 6 1 .4.7 8 . 06 3 . 29 2 . 76 3 . 98 1 6 1 . 50 8 . 07 3 . 27 2 . 75 3 . 99 k 1 6 1 . 51 8 . 08 3 . 27 2 . 74 3 . 99 1 6 1 . 52 8 . 08 3 . 26 2 . 74 4 . 00 t 1 6 1 . 53 8 . 08 3 . 26 2 . 73 4 . 00 1 6 1 . 54 8 . 09 3 . 25 2 . 73 4 . 01 1 6 1 . 55 8 . 09 3 . 25 2 . 73 4 . 01 1 6 1 . 56 8 . 09 3 . 25 2 . 72 4 . 01 1 6 1 . 57 8 . 10 3 . 24 2 . 72 _ 4 . 02 1 6 1 . 58 8 . 10 3 . 24 2 . 72 4 . 02 1 7 1 . 58 8 . 10 3 . 24 2 . 72 4 . 02 1 7 1 . 59 8 . 10 3 . 23 2 . 71 4 . 03 1 7 1 . 60 8 . 10 3 . 23 2 . 71 4 . 03 1 7 1 . 61 8 . 10 3 . 22 2 . 71 4 . 04 1 7 1 . 62 8 . 10 3 . 22 2 . 70 4 : 04 1 7 1 . 63 8 . 10 3 . 22 2 . 70 4 . 04 . 1 7 1 . 64 8 . 11 3 . 21 . 2 . 70 4 . 05 1 7 1 . 65 8 . 11 3 . 21 2 . 69 4 . 05 1 7 1 .66 8 . 11 3 . 20 2 . 69 4 . 06 1 8 1 . 66 8 . 11 3 . 20 2 . 69 4 . 06 1 8 1 . 69 8 . 12 3 . 19 2 . 68 4 . 07 1 8 1 . 72 8 . 12 3 . 18 2 . 67 4 . 08 1 8 1 . 75 8 . 13 3 . 17 2 . 66 4 . 10 1 8 1 . 78 8 . 14 3 . 15 2 . 64 4 . 11 1 8 1 . 81 8 . 14 3 . 14 2 . 63 4 . 12 1 8 1 . 84 8 . 15 3 . 13 2 . 62 -4 : 14 1 8 1 . 87 8 . 15 3, 12 2 . 61 4 . 15 1 8 1 .90 8 . 15 3 . 10 2 . 60 4 . 16 1 8 1 . 93 8 . 15 3 . 09 2 . 59 4 . 17 1 8 1 . 96 8. 16 3 . 08 2 . 58 4 ..19 Seg # I Reach # I seg Mi D .O. I CBOD I NBOD I Flow SUMMER r ---------- MODEL RESULTS ---------- Discharger : TOWN OF SALUDA Receiving Stream : JOELS CREEK ---------------------------------------------------------------------- The End D.O. is 8 . 14 mg/l . The End CBOD is 3 .48 mg/l . The End NBOD is 3 . 11 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 . 05 0 . 00 1 Reach 1 75 . 00 90 . 00 0 . 00 0 . 08220 Reach 2 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 3 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 4 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 5 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 6 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 7 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 8 0 . 00 0 . 00 0 . 00 0 . 00000 *** MODEL SUMMARY DATA *** Discharger : TOWN OF SALUDA Subbasin 030806 Receiving Stream : JOELS CREEK Stream Class : WSIII Summer 7Q10 : 0 . 27 Winter 7Q10 : 0 . 35 Design Temperature : 25 . 0 ILEGTI mileH ft/mi VELfpsOCITY I DftTHldesigni @200 idesigni @200 ( design -------------------------------------------------------------------------------- Segment 1 0 . 38 138 . 10 0 . 291 0 . 34 0 . 90 0 . 71 55 . 75 50 . 00 0 . 73 Reach 1 -------------------------------------------------------------------------------- Segment 1 0 . 14 281 . 20 0 . 387 0 . 34 1 . 12 0 .89 55 . 75 50 . 00 0 . 73 Reach 2 -------------------------------------------------------------------------------- Segment 1 0 . 31 123 . 00 0 . 323 0 .41 0 . 85 0 . 68 55 . 75 50 . 00 0 . 73 Reach 3 -------------------------------------------------------------------------------- Segment 1 0 . 01 1968 . 501 0 . 750 II 0 . 28II 1 . 26I1 1 . O0 155 . 75I 55 . 75I1 50 . 00I 0 . 73I Reach 4 -------------------------------------------------------------------------------- Segment 1 0 . 27 192 . 00 0 . 394 0 .41 0 . 98 0 . 78 55 . 75 50 . 00 0 . 73 Reach 5 -------------------------------------------------------------------------------- Segment 1 0 .47 196 . 80 0 . 669 0 . 63 1 . 06 0 . 84 55 . 75 50 . 00 0 . 73 Reach 6 -------------------------------------------------------------------------------- Segment 1 0 . 08 562 .40 0 . 920 0 . 54 1 . 26 1 . 00 55 . 75 50 . 00 0 . 73 Reach 7 -------------------------------------------------------------------------------- Segment 1 0 . 30 106 .40 0 . 572 0 . 70 0 . 87 0 . 69 55 . 75 50 . 00 0 . 73 Reach 8 -------------------------------------------------------------------------------- Flow CBOD NBOD D.O. cfs mg/l mg/l mg/1 Segment 1 Reach 1 Waste 0 . 127 75 . 000 90 . 000 0 . 000 Headwaters 0 . 270 2 . 000 1 . 000 7 .440 Tributary 0 . 000 2 . 000 1 . 000 7 .440 * Runoff 0 . 590 2 . 000 1 . 000 7 .440 Segment 1 Reach 2 Waste 1 0 . 000 I 0 . 000 I 0 . 000 0 . 000 Tibutar 0 . 000 2 . 000 1. 000 7 .440 *rRunoffy I 0 . 590 I 2 . 000 I 1 . 000 7 .440 Segment 1 Reach 3 Waste 0 . 000 0 . 000 0 . 000 0 . 000 Tributary 0 . 000 2 . 000 1 . 000 7 .440 * Runoff 0 . 590 2 . 000 1 . 000 7 .440 Segment 1 Reach 4 Waste 0 . 000 0 . 000 0 . 000 0 . 000 Tributary 0 . 000 2 . 000 1 . 000 7 .440 * Runoff 0 . 590 2 . 000 1 . 000 7 .440 Segment 1 Reach 5 Waste 0 . 000 0 . 000 0 . 000 0 . 000 Tributary 0 . 000 2 . 000 1 . 000 7 .440 * Runoff 0 . 590 2 . 000 1 . 000 7 .440 Segment 1 Reach 6 Waste 0 . 000 0 . 000 0 . 000 0 . 000 Tributary 2 . 800 2 . 000 1 . 000 7 .440 * Runoff 0 .430 2 . 000 1 . 000 7 .440 Segment 1 Reach 7 Waste 0 . 000 0 . 000 0 . 000 0 . 000 Tributary 0 . 000 2 . 000 1 . 000 7 .440 * Runoff 0 .430 2 . 000 1 . 000 7 .440 Segment 1 Reach 8 Waste 0 . 000 0 . 000 0 . 000 0 . 000 Tributary 0 . 000 2 . 000 1 . 000 7 .440 * Runoff 0 .430 2 . 000 1 . 000 7 .440 * Runoff flow is in cfs/mile SUMMER POST SOC FLOW, BOD5= 50 MG/L Seg # Reach # Seg Mi I D.O. I CBOD I NBOD I Flow 1 1 0 . 00 5 . 05 25 .40 29 . 53 0 .40 1 1 0 . 02 5 . 62 24 . 64 28 . 62 0 .41 1 1 0 . 04 6 . 05 23 . 91 27 . 76 0 .42 1 1 0 . 06 6 . 39 23 . 23 26 . 95 0 .43 1 1 0 . 08 6 . 65 22 . 58 26 . 18 0 .44 1 1 0 . 10 6 . 86 21 . 96 25 . 45 0 .46 1 1 0 . 12 7 . 02 21 . 38 24 . 76 0 .47 1 1 0 . 14 7 . 15 20 . 83 24 . 10 0 .48 1 1 0 . 16 7 . 26 20 . 30 23 . 47 0 .49 1 1 0 . 18 7 . 34 19 . 79 22 . 88 0 . 50 1 1 0 . 20 7 .41 19 . 31 22 . 31 0 . 52 1 1 0 . 22 7 .'46 18 . 86 21 . 76 0 . 53 1 1 0 . 24 7 . 51 18 .42 21 . 24 0 . 54 1 1 0 . 26 7 . 55 18 . 00 20 . 74 0 . 55 1 1 0 . 28 7 . 58 17 . 60 20 . 27 0 . 56 1 1 0 . 30 7 . 61 17 . 21 19 . 81 0 . 57 1 1 0 . 32 7 . 63 16 . 84 19 . 37 0 . 59 1 1 0 . 34 7 . 65 16 .49 18 . 95 0 . 60 1 1 0 . 36 7 . 67 16 . 15 18 . 55 0 . 61 1 1 0 . 38 7 . 69 15 . 82 18 . 16 0 . 62 1 2 0 . 38 7 . 69 15 . 82 18 . 16 0 . 62 1 2 0 . 39 7 . 69 15 . 66 17 . 97 0 . 63 . 1 2 0 .40 7 . 69 15 . 50 17 . 80 0 . 63 1 2 0 .41 7 . 69 15 . 35 17 . 62 0 . 64 1 2 0 .42 7 . 69 15 . 20 17 . 45 0 . 65 1 2 0 .43 7 . 69 15 . 06 17 . 28 0 . 65 1 2 0 .44 7 . 69 14 . 91 17 . 11 0 . 66 1 2 0 .45 7 . 69 14 . 77 16 . 95 0 . 66 1 2 0 .46 7 . 70 14 . 63 16 . 79 0 . 67 1 2 0 .47 7 . 70 14 . 50 16 . 63 0 . 67 1 2 0 .48 7 . 70 14 . 37 16 . 48 0 . 68 1 2 0 . 49 7 . 70 14 . 23 16 . 33 0 . 69 1 2 0 . 50 7 . 71 14 . 10 16 . 18 0 . 69 1 2 0 . 51 7 . 71 13 . 98 16 . 03 0 . 70 _ 1 2 0 . 52 7 . 71 13 . 85 15 . 89 0 . 70 1 3 0 . 52 7 . 71 13 . 85 15 . 89 0 . 70 1 3 0 . 53 7 . 72 13 . 73 15 . 74 0 . 71 1 3 0 . 54 7 . 73 13 . 61 15 . 60 0 . 72 1 3 0 . 55 7 . 74 13 . 50 15 . 46 0 . 72 1 3 0 . 56 7 . 75 13 . 38 15 . 32 0 . 73 1 3 0 . 57 7 . 76 13 .27 15 . 18 0 . 73 1 3 0 . 58 7 . 77 13 . 16 15 . 05 0 . 74 1 3 0 . 59 7 . 78 13 . 05 14 . 92 0 . 75 1 3 0 . 60 7 . 78 12 . 94 14 . 79 0 . 75 1 3 0 . 61 7 . 79 12 . 83 14 . 66 0 . 76 1 3 0 . 62 7 . 79 12 . 73 14 . 53 0 . 76 1 3 0 . 63 7 . 80 12 . 63 14 .41 0 . 77 1 3 0 . 64 7 . 81 12 . 53 14 . 29 0 . 78 1 3 0 . 65 7 . 81 12 .43 14 . 17 0 . 78 1 3 0 . 66 7 . 82 12 . 33 14 . 05 0 . 79 1 3 0 . 67 7 . 82 12 . 23 13 . 93 0 . 79 1 3 0 . 68 7 . 83 12 . 14 13 . 82 0 . 80 1 3 0 . 69 7 . 83 12 . 04 13 . 70 0 . 80 1 3 0 . 70 7 . 83 11 . 95 13 . 59 0 . 81 1 3 0 . 71 7 . 84 11 . 86 13 . 48 0 . 82 1 3 0 . 72 7 . 84 11. 77 13 . 37 0 . 82 1 3 0 . 73 7 . 85 11 . 68 13 . 27 0 . 83 1 3 0 . 74 7 . 85 11 . 59 13 . 16 0 . 83 1 3 0 . 75 7 . 85 11 . 51 13 . 06 0 . 84 1 3 0 . 76 7 . 86 11 .42 12 . 96 0 . 85 1 3 0 . 77 7 . 86 11 . 34 12 . 86 0 . 85 1 3 0 . 78 7 . 86 11 . 26 12 . 76 0 . 86 1 3 0 . 79 7 . 87 11 . 18 12 . 66 0 . 86 1 3 0 . 80 7 . 87 11 . 10 12 . 56 0 . 87 1 3 0 . 81 7 . 87 11 . 02 12 .47 0 . 88 1 3 0 . 82 7 . 88 10 . 94 12 . 37 0 . 88 1 3 0 . 83 7 . 88 10 . 86 12 . 28 0 . 89 1 4 0 :83 7 . 88 10 . 86 12 .28 0 . 89 1 4 0 . 83 7 . 88 10 . 85 12 . 27 0 . 89 1 4 0 . 83 7 . 88 10 . 85 12 .26 0 . 89 1 4 0 . 83 7 . 88 10 . 84 12 . 26 0 . 89 1 4 0 . 83 7 . 88 10 . 83 12 .25 0 . 89 1 4 0 . 84 7 . 88 10 . 83 12 .24 0 . 89 1 4 0 . 84 7 . 88 10 . 82 12 . 23 0 . 89 1 4 0 . 84 7 . 88 10 . 81 12 . 22 0 . 89 1 4 0 . 84 7 . 88 10 . 81 12 . 22 0 . 89 1 4 0 . 84 7 . 88 10 . 80 12 . 21 0 . 89 1 4 0 . 84 7 . 87 10 . 79 12 . 20 0 . 89 1 5 0 . 84 7 . 87 10 . 79 12 . 20 0 . 89 1 5 0 . 87 7 . 88 10 . 57 11 . 94 0 . 91 1 5 0 . 90 7 . 88 10 . 36 11 . 69 0 . 93 1 5 0 . 93 7 . 89 10 . 16 11 .45 0 . 95 1 5 0 . 96 7 . 89 9 . 96 11 . 22 0 . 96 1 5 0 . 99 7 . 90 9 . 77 11 . 00 0 . 98 1 5 1 . 02 7 . 90 9 . 59 10 . 79 1 . 00 1 5 1 . 05 7 . 91 9 .42 10 . 58 1 . 02 1 5 1 . 08 7 . 91 9 . 25 10 . 38 1 . 03 1 5 1 . 11 7 . 92 9 . 08 10 . 19 1 . 05 1 6 1 . 11 7 . 57 3 . 94 3 . 51 3 . 85 1 6 1 . 12 7 . 60 3 . 93 3 . 50 3 . 86 1 6 1 . 13 7 . 63 3 . 92 3 . 50 3 . 86 1 6 1 . 14 7 . 65 3 . 92 3 .49 3 . 87 1 6 1 . 15 7 . 67 3 . 91 3 .49 3 . 87 1 6 1 . 16 7 . 70 3 . 91 3 .48 3 . 87 1 6 1 . 17 7 . 72 3 . 90 3 .48 3 . 88 1 6 1 . 18 7 . 74 3 . 89 3 .47 3 . 88 1 6 1 . 19 7 . 76 3 . 89 3 .47 3 . 89 1 6 1 . 20 7 . 78 3 . 88 3 .46 3 . 89 1 6 1 . 21 7 . 80 3 . 88 3 .46 3 . 90 1 6 1 . 22 7 . 81 3 . 87 3 .45 3 . 90 1 6 1 . 23 7 . 83 3 . 86 3 .45 3 . 90 1 6 1 . 24 7 . 84 3 . 86 3 .44 3 . 91 1 6 1 .25 7 . 86 3 . 85 3 .44 3 . 91 1 6 1 .26 7 . 87 3 . 85 3 .43 3 . 92 1 6 1 .27 7 . 88 3 . 84 3 .43 3 . 92 1 6 1 . 28 7 . 90 3 . 84 3 .42 3 . 93 1 6 1 . 29 7 . 91 3 . 83 3 .42 3 . 93 1 6 1 . 30 7 . 92 3 . 82 3 .41 3 . 93 1 6 1 . 31 7 . 93 3 . 82 3 .41 3 . 94 1 6 1 . 32 7 . 94 3 . 81 3 .40 3 . 94 1 6 1 . 33 7 . 95 3 . 81 3 .40 3 . 95 1 6 1 . 34 7 . 96 3 . 80 3 .39 3 . 95 1 6 1 . 35 7 . 97 3 . 80 3 . 39 3 . 96 1 6 1 . 36 7 . 98 3 . 79 3 . 38 3 . 96 1 6 1 . 37 7 . 98 3 . 79 3 . 38 3 . 96 1 6 1 . 38 7 . 99 3 . 78 3 .37 3 . 97 1 6 1 . 39 8 . 00 3 . 77 3 . 37 3 . 97 1 6 1 .40 8 . 00 3 . 77 3 . 37 3 . 98 1 6 1 .41 8 . 01 3 . 76 3 . 36 3 . 98 1 6 1 .42 8 . 02 3 . 76 3 . 36 3 . 99 1 6 1 .43 8 . 02 3 . 75 3 . 35 3 . 99 1 6 1 .44 8 . 03 3 . 75 3 . 35 3 . 99 1 6 1 .45 8 . 03 3 . 74 3 . 34 4 . 00 1 6 1 .46 8 . 04 3 . 74 3 . 34 4 . 00 1 6 1 .47 8 . 04 3 . 73 3 . 33 4 . 01 1 6 1 .48 8 . 05 3 . 72 3 . 33 4 . 01 1 6 1 .49 8 . 05 3 . 72 3 . 32 4 . 02 1 6 1 . 50 8 . 06 3 . 71 3 . 32 4 . 02 1 6 1 . 51 8 . 06 3 . 71 3 . 31 4 . 02 1 6 1 . 52 8 . 06 3 . 70 3 . 31 4 . 03 1 6 1 . 53 8 . 07 3 . 70 3 . 30 4 . 03 1 6 1 . 54 8 . 07 3 . 69 3 . 30 4 . 04 1 6 1 . 55 8 . 07 3 . 69 3 . 29 4 . 04 1 6 1 . 56 8 . 08 3 . 68 3 . 29 4 . 05 1 6 1 . 57 8 . 08 3 . 68 3 . 28 4 . 05 1 6 1 . 58 8 . 08 3 . 67 3 . 28 4 . 05 1 7 1 . 58 8 . 08 3 . 67 3 . 28 4 . 05 1 7 1 . 59 8 . 08 3 . 67 3 . 28 4 . 06 1 7 1 . 60 8 . 08 3 . 66 3 . 27 4 . 06 1 7 1 . 61 8 . 09 3 . 66 3 . 27 4 . 07 1 7 1 . 62 8 . 09 3 . 65 3 . 26 4 . 07 1 7 1 . 63 8 . 09 3 . 65 3 . 26 4 . 08 1 7 1 . 64 8 . 09 3 . 64 3 . 26 4 . 08 1 7 1 . 65 8 . 09 3 . 64 3 . 25 4 . 08 1 7 1 . 66 8 . 09 3 . 63 3 . 25 4 . 09 1 8 1 . 66 8 . 09 3 . 63 3 . 25 4 . 09 1 8 1 . 69 8 . 10 3 . 62 3 . 23 4 . 10 1 8 1 . 72 8 . 11 3 . 60 3 . 22 4 . 11 1 8 1 . 75 8 . 12 3 . 59 3 . 20 4 . 13 1 8 1 . 78 8 . 12 3 . 57 3 . 19 4 . 14 1 8 1 . 81 8 . 13 3 . 56 3 . 18 4 . 15 1 8 1 . 84 8 . 13 3 . 54 3 . 16 4 . 17 1 8 1 . 87 8 . 13 3 . 53 3 . 15 4 . 18 1 8 1 . 90 8 . 14 3 . 51 3 . 13 4 . 19 1 8 1 . 93 8 . 14 3 . 50 3 . 12 4 . 20 1 8 1 . 96 8 . 14 3 .48 3 . 11 4 . 22 Seg # Reach # Seg Mi D.O. CBOD NBOD Flow SUMMER POST SOC FLOW, BOD5 WEEKLY AVG. = 100 MG/L ---------- MODEL RESULTS -------- Discharger : TOWN OF SALUDA Receiving Stream : JOELS CREEK ---------------------------------------------------------------------- The End D.O. is 8 . 11 mg/l . The End CBOD is 5 . 22 mg/l . The End NBOD is 3 . 11 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 . 05 0 . 00 1 Reach 1 150 . 00 90 . 00 0 . 00 0 . 08220 Reach 2 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 3 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 4 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 5 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 6 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 7 0 . 00 0 . 00 0 . 00 0 . 00000 Reach 8 0 . 00 0 . 00 0 . 00 0 . 00000