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Home My WebLink AboutNC0004685_Wasteload Allocation_19890314NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCOO Oy6z3e FACILITY NAME: Facility Status: FROPO ® (circle one) Permit Status: RENEWAL aalalu/t77olT UNlERWrrm NEW (circle one) Major Minor. Pipe No: » 1 coz nwN cairn« MGO cml h�vnrE Design Capacity (MGD): 1.1 ro cnq�wE Domestic (% of Flow): .S,3 Industrial (R of Flow): `11.7 l RECEIVING STREAM:<Pws»v wrtit< Class: Sub-Basln: 0_ —O� Reference USGS Quad: T-12 (please attach) County: J�^'_Q Regional Office: Fa Mo Ra We Wi WS (clrele one) Requested By:Qft�2tn, E., t°smp Date: Prepared By Date: Reviewed By: Date: U Modeler Date Rec. s ! 1 Drainage Area (mi) Avg. Streamflow (cfs): .21 7Q10 (cfs) Winter 7Q10 (cfs) 30W (cis) ' Toxicity Limits: IWC— Instream Monitoring: % (circle one) Acute / Chronic Parameters T )0 ��°pS`"� N�3"'�' Upstream y� Location of SX-1323 Downstream L Location 'y Sx /3e,5-- PI BITTED Effluent Characteristics TT ' BODs(mg/1) 0m "C a4,_17d, NHS N (mg/0 a n /� ...2 4--r;o C D.O. (mg/0 S TSS (mg/1) ZD F. Col. (/100ml) — pH (SU) 6 % �r f: /0 '2ve�•,,L., v 7,6 4J Comments:: �!0_"AV- ... _ FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics Monthly DailyAverage Maximum Comments Type of Product Produced I Lbc/Day Produced I Effluent Guideline Reference F'-yu ::t No. :49b6 RECEIVED I. OAC. ALL OCATI6N AF Pki.-VAt. 1-Okil-%iatPT Quaiitq-section------- F E B 2 8 1989 Asheville Regional Office Asheville, North Carolina urair,.riy_ ,. ea (_q mil . 13. 1 (cfsl 21 (cfsl 4. fr) 6 .3 EX 1577AJ6- V� 6 RECEIVE® [AAR 9 1989 PERU IS & ENwNtLhu; , i Z/2 I/,' f 3�f�kj MAR 2 8 1989 Facility Name Ap! ,r' Permit # Ak600 441-r- CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests, using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 33 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform Quarter monitoring using this procedure to establish compliance with the permit condition. The first test will be pperforrm�tmed after thirty days from issuance of this permit during the months of Fib ,46t /Wu . Effluent sampling for this testing shall be performed at the NP S p rmitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Technical Services Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 cfs Permited Flow A3 MGD IWC% 33 Basin & Sub -basin oil Receiving $cream C/ccK County C/�►tiww Recommended by: e � **Chronic Toxicity (Ceriodaphnia) P/F at 19 %,, See Part 3 , Condition (s . O 63a�'a � ¢yst as/sxst�u 9 � R�9w: 63 3692 • 4.i / / SR/3i3 i m �OY.4 MILL Cd . Qua .OG MGO a SLIMHEF' MODEL a PROPOSED QW W/ DO LIMIT ADDED ---------- MODEL RESULTS ---------- Discharger, : PPG-SHELBY Receiving stream : BRUSHY CREEK ----------------------------------------------------------------------- The End D.O. is 6.59 mg/l. The End CBOD is 19.84 mg/l. The End -------------------------------- NBOD is 4.88 mg/l. -------------------------------------- WLA WLA WLA DO Min CBOD NBOD DO Waste Flo (mg/1) Milepoint Reach ------- # (mg/1) ---- (mg/1) ---- (mg/1) -- (mgd) --------- Segment 1 ------ 5.27 --------- 2.10 2 Reach 1 160.00 26.00 5.00 1.30000 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 5 210.00 90.00 0.00 0.06000 *** MODEL SUMMARY DATA *** Discharger• Receiving Stream Summer• 7Q10 Design Temperature PPG-SHELBY BRUSHY CREEK 4. 25. Subbasin : 030804 Stream Class: C Winter 7410 : 7.6 ILENGTH1 SLOPEI VELOCITY I GEPTHI Kd I Kd I Ka I Ka I KH I KN I KKR I KKR I I mile I ft/mil fps I ft Idesignl @201 Idesignl @20' Idesignl @201 Idesignl 9201 1 I I I I I I I I I I I I I Segment 1 I 1.801 15.101 0.880 1 0.45 1 0.75 1 0.60 111,15 1 10.001 0.44 1 0.30 1 0.44 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 Segment 1 1 1.301 15.101 0.560 1 0.45 1 0.75 1 0.60 111.15 1 10,001 0.44 1 0.30 1 0.44 1 0.00 1 Reach 2 1 1 1 1 I I I I I 1 1 1 1 ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 1.501 15,101 0.950 1 0.45 1 0.75 1 0.60 111.15 110.001 0.44 1 0.30 1 0.44 1 0,00 1 Reach 3 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 Segment 1 1 0.301 15,101 0.690 10.45 1 0.75 1 0.60 111.15 1 10.001 0.44 1 0.30 1 0.44 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 4.101 15.101 0.690 1 0.45 1 0.75 1 0.60 111.15 1 10.001 0.44 10,30 1 0.44 1 0.00 1 Reach 5 1 1 1 I I I 1 I I I 1 1 1 ----------------------------------------------------------------------------------------------------- Flow I CBOD I NBOD I D.O. I I cfs I Ong/l I mg/l I mg/l I Segment 1 Reach 1 Waste 1 2.015 1100.000 126.000 1 5.000 Headwatersl 4.000 1 2.000 1 1.000 1 7.440 Tributary 1 0.000 I 2.000 1 1.000 l 7.440 * Runoff 1 0.490 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 I 0.000 i 2.000 I 1.000 I 7.440 * Runoff 1 0.490 I 2.000 I 1.000 1 7.440 Segment 1 Reach 3 Waste I 0.000 ( 0.000 I 0.000 I 0.000 Tributary 1 0.000 1 2.000 1 1.000 1 7.440 * Runoff I 0.490 1 2.000 I 1.000 I 7.440 Segment 1 Reach 4 Waste I 0.000 ( 0.000 0.000 1 0.000 Tributary I 0.000 ( 2.000 I 1.000 7.440 * Runoff I 0.490 ( 2.000 I 1.000 I 7.440 SUMMER MODEL @ PROPOSED LIMIT ADDED Seg M I Reach # I Sey Mi I D.O. CBOD I NBOD Flow I 1 1 0.00 6.62 54.93 9.37 6.02 1 1 0.10 6.45 54.22 9.28 6.06 1 1 0.20 6.29 53.52 9.18 5.11 1 1 0.30 6.15 52.83 9.09 6.16 1 1 0.40 6.03 52.15 9.00 6.21 1 1 0.50 5.92 51.49 8.91 6.26 1 1 0.60 5.82 50.84 8.82 6.31 1 1 0.70 5.74 50.20 8.73 6.36 1 1 0.80 5.66 49.57 8.65 6.41 1 1 0.90 5.59 48.95 8.56 6.46 1 1 1.00 5.54 48.34 8.48 6.51 1 1 1.10 5.49 47.75 8.40 6.55 1 1 1.20 5.44 47.16 8.32 6.60 1 1 1.30 5.41 46.58 8.24 6.65 1 1 1.40 5.38 46.01 8.16 6.70 1 1.50 5.35 45.46 8.09 6.75 1 1 1.60 5.33 44.91 8.01 6.80 1 1 1.70 5.31 44.37 7.94 6.85 1 1 1.80 5.30 43.83 7.86 6.90 1 2 1.80 5.30 43.83 7.86 6.90 2 1.90 5.28 43.18 7.78 6.95 1 2 2.00 5.27 42.54 7.69 7.00 1 2 2.10 5.2? 41.91 7.61 7.04 1 2 2.20 5.27 41.30 7.53 7.09 1 2 2.30 5.27 40.69 7.45 7.14 1 2 2.40 5.28 40.09 7.37 7.19 1 2 2.50 5.30 39.51 7.29 7.24 1 2 2.60 5.31 38.94 7.21 7.29 1 2 2.70 5.33 38.37 7.14 7.34 1 2 2.80 5.35 37.82 7.06 7.39 1 2 2.90 5.33 37.27 6.99 7.44 1 2 3.00 5.40 36.74 6.91 7.49 1 2 3.10 5.!+3 36.21 6.84 7.53 1 3 3.10 5.43 36.21 6.84 7.53 1 3 3.20 5.45 35.82 6.79 7.58 1 3 3.30 5.47 35.43 6.73 7.63 1 3 3.40 5.49 35.04 6.67 7.68 i 3 3.50 5.51 34.67 6.62 7.73 1 3 3.60 5.54 34.29 6.57 7.78 1 3 3.70 5.56 33.93 6.51 7.83 1 3 3.80 5.58 33.56 6.46 7.88 1 3 3.90 5.60 33.21 6.41 7.93 1 3 4.00 5.63 32.86 5.36 7.98 1 3 4.10 5.65 32.51 6.31 8.02 1 3 4.20 5.67 32.17 6.26 8.07 1 3 4.30 5.69 31.83 6.21 8.12 1 3 4.40 5.72 31.50 6.16 8.17 1 3 4.50 5.74 31.17 6.11 8.22 1 3 4.60 5.76 30.85 6.06 8.27 1 4 4.60 5.76 30.85 6.06 8.27 1 4 4.70 5.79 30.47 6.01 8.32 1 4 4.80 5.81 30.10 5.96 8.37 1 4 4.90 5.84 29.74 5.90 8.42 1 5 4.90 5.78 31.71 6.82 8.51 1 5 5.00 5.79 31.33 6.76 8.56 1 5 5.10 5.£:1 30.96 6.70 8.61 1 5 5.20 5.83 30.59 6.65 3.66 1 5 5.30 5.65 30.22 6.59 8.71 4 c c An G 01 Oo 01. 9 R2.__ -_- 0 -IR QW W/ DO 1 5 5.50 5.89 29.51 6.48 8.80 ` 5 5.60 5.91 29.16 6.42 8.85 •'I . 1 5 5.70 5.93 28.82 6.37 8.90 1 5 5.80 5.95 28.46 6.31 8.95 1 5 5.90 5.97 28.15 6.26 0.00 1 5 6.00 5.99 27.82 6.21 9.05 1 5 6.10 6.02 27.50 6.15 0.10 1 5 6.20 6.04 27.18 6.10 9.15 1 5 6.30 6.06 26.87 6.05 9.20 1 5 6.40 6.08 26.56 6.00 9.24 1 5 6.50 6.10 26.25 5.95 9.29 1 5 6.60 6.12 25.95 5.90 9.34 1 5 6.70 6.15 25.65 5.85 9.39 1 5 6.80 6.17 25.36 5.81 9.44 1 5 6.90 6.19 25.07 5.76 9.49 1 5 7.00 6.21 24.78 5.71 9.54 1 5 7.10 6.23 24.50 5.66 9.59 1 5 7.20 6.25 24.23 5.62 9.64 1 5 7.30 6.27 23-95 5.57 9.68 1 5 7.40 6.29 23.68 5.53 9.73 1 5 7.50 6.31 23.42 5.49 9.78 1 5 7.60 6.33 23.16 5.44 9.63 1 5 7.70 6.35 22.90 5.40 9.88 1 5 7.80 6.37 22.64 5.36 9.93 1 5 7.90 6.39 22.39 5.31 9.96 1 5 8.00 6.41 22.14 5.27 10.03 1 5 8.10 6.43 21.90 5.23 10.08 1 5 8.20 6.45 21.66 5.19 10.13 1 5 8.30 6.47 21.42 5.15 10.17 1 5 8.40 6.49 21.18 5.11 10.22 1 5 8.50 6.50 20.95 5.07 10.27 1 5 8.60 6.52 20.72 5.03 10.32 1 5 8.70 6.54 20.50 4.99 10.37 1 5 6.80 6.56 20.27 4.95 10.42 1 5 8.90 6.57 20.05 4.92 10.47 1 5 9.00 6.59 19.84 4.88 10.52 Seg # Reach # Bey Mi D.Q. CBOD NBOD Flow z//61f% MODEL RE UL Discharger PPG-ShELBY Receiving Sti,eam BRU S Id CREEK The End D.O. is 7.31 mg/l. The End CBOD is 25.99 mg/l. The End NBOD is 4.88 mg/l. WLA, LA WLA DO Min CBOD NBOD DO Waste Flo (mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (m9d) q r n_rlr, 160.00 26.00 0.00 1.30000 0.00 0.00 0.00 0.00000 11.00 0.00 0.00 0.00000 0.00 0.00 0.00000 90.00 0.00 0.06000 T U/(l /f.^✓.11�cl /' ,L ✓.V S .M.wt Acr�f -� //f *** MODEL SUMMARY DATA *** Di schar•ger• Receiving Stream Summer, 7Ql0 Design Temperature: PPG-�HELBY BRU' HY CREEK 4. 25. Subbasin 03O804 Stream Clasc: Winter ? 10 7.6 ILENGTHI SLOPEI VELOCITY I OEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I I mile I ft/mil fps I ft Idesignl @201 Idesignl @20' Idesignl @201 Idesignl @20° 1 ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 1.801 15,101 0,880 1 0.45 1 0.38 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 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 Segment 1 1 1.301 15,101 0.560 1 GAS 1 0.38 1 0.30 113.38 1 12.001 0.44 1 0.10 1 0,44 1 0.00 1 Reach 2 1 1 1 1 1 1 I 1 1 1 I 1 I ----------------- ----------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 1,501 15.101 0.950 1 0.45 1 0.36 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 1 0.00 1 Reach 3 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 Segment 1 1 0.301 15,101 0.690 1 0.45 1 0.38 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 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 Segment I 1 4,101 15.101 0.690 1 0.45 1 0.30 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 1 0.00 1 Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1 ---------------------------------------------------------------------------------------------- I Flow I ,80E I NEOD D.O. 1 1 c f s I mg/1 i m9/1 I frig/1 I Segment 1 Reach 1 Waste 2.015 1160.000 1 26,000 1 ,0.000 Headwaters) 4.000 I 2.000 1 1.000 I_7.440 Tr•ibutar'y I 0.000 I 2.000 1.000 7.440 Runoff 0.490 2.000 1.000 1 7.440 Segment 1 Reach 2 Waste 0.000 1 0.000 1 0.000 I 0.000 Ti,ibutar•y I 0.000 I 2.000 1 , 000 1 7.440 * Runoff I 0.490 I 2.000 I 1.000 I 7.440 Segment 1 R-•ach 3 Waste 0.000 i 0.000 0.000 I 0.000 Tributary 0.000 I 2.000 1.000 I 7.440 * Runoff I 0.490 I 2.000 1.000 I 7.440 Segment 1 Reach 4 Waste 0.000 I 0.000 I 0.000 I 0.000 Tr"ibutary I 0.000 I 2.000 1 1.000 ( 7.440 * Runoff I 0.490 1 2.000 1 1,000 7.440 Segment 1 Reach S Waste 1 0.09.3 1210.000 1 90.000 1 0.000 Tributary 0.000 2.000 1.000 1.440 * Runoff 0.490 2.000 1.000 1.440 * Runoff floe- is in cfs/mile WISINNS Beg # I Peach # I aeg Mi I G.O. OEOO I NBOD I Flow 1 1 0.00 4.95 54.93 9.37 6.02 1 1 0.10 5.10 54.36 9.28 6.06 1 1 0.20 5.23 53.80 9.18 6.11 1 1 0.30 5.36 53.25 9.09 6.16 1 1 0.40 5.47 52.70 9.00 6.21 1 1 0.50 5.58 52.17 8.91 6.26 1 1 0.60 5.67 51.64 8.82 6.31 1 1 0.70 5.76 51.13 8.73 6.36 1 1 0.80 5.84 50.62 8.65 6.41 1 1 0.90 5.92 50.12 8.56 6.46 1 1 1.00 5.99 49.63 8.48 6.51 1 1 1.10 6.05 49.14 8.40 6.55 1 1 1.20 6.11 48.66 8.32 6.60 1 1 1.30 6.16 48.19 8.24 6.65 1 1 1.40 6.21 47.73 8.16 6.70 1 1 1.50 6.26 47.27 8.09 6.75 1 1 1.60 6.31 46.83 8.01 6.80 1 1 1.70 6.35 46.38 7.94 6.85 1 1 1.80 6.39 45.95 7.86 6.90 1 1 0.00 4.95 54.93 9.37 6.02 1 f 0.10 5.10 54.36 9.28 6.06 1 1 0.20 5.23 53.80 9.18 6.11 I 1 0.30 5.36 53.25 9.09 6.16 1 1 0.40 5.47 52.70 9.00 6.21 1 1 0.50 5.58 52.17 8.91 6.26 1 1 0.60 5.67 51.64 8.82 6.31 1 1 0.70 5.76 51.13 8.73 6.36 1 1 0.80 5.84 50.62 8.65 6.41 1 1 0.90 5.92 50.12 8.56 6.46 1 1 1.00 5.99 49.63 8.48 6.51 1 1 1.10 6.05 49.14 8.40 6.55 1 1 1.20 6.11 48.66 8.32 6.60 1 1 1.30 6.16 48.19 8.24 6.65 1 1 1.40 6.21 47.73 8.16 6.70 1 1 1.50 6.26 47.27 8.09 6.75 1 1 1.60 6.31 46.83 8.01 6.80 1 1 1.70 6.35 46.38 7.94 6.85 1 1 1.80 6.39 45.95 7.86 6.90 1 2 1.80 6.39 45.95 7.86 6.90 1 2 1.90 6.44 45.45 7.7E 6.95 1 2 2.00 6.48 44.96 7.69 7.00 1 2 2.10 6.53 44.48 7.61 7.04 1 2 2.20 6.56 44.00 7.53 7.09 1 2 2.30 6.60 43.53 7.45 7.14 1 2 2.40 6.63 43.07 7.37 7.19 1 2 2.50 6.66 42.62 7.29 7.24 1 2 2.60 6.69 42.17 7.21 7.29 1 2 2.70 6.71 41.73 7.14 7.34 1 2 2.80 6.74 41.30 7.06 7.39 1 2 2.90 6.76 40.87 6.99 7.44 1 2 3.00 6.78 40.45 6.91 7.49 1 2 3.10 6.80 40.03 6.84 7.51 1 3 3.10 6.80 40.03 6.84 7.53 1 3 3.20 6.81 39.69 6.79 7.58 1 3 3.30 6.83 39.35 6.73 7.63 1 3 3.40 6.84 39.02 6.67 7.60 1 3 3.50 6.85 38.69 6.62 7.73 1 3 3.60 6.87 38.37 _mc... nc 6.57 _ ,c c n 7.76 1 03 1 3 3.80 6.89 3 7 . 7 3 6.46 7.88 1 3 3.90 6.90 37.42 6.41 7.93 1 3 4.00 6.91 37..11 6.36 7.98 i 3 4.10 6.92 36.81 6.31 6.02 i 3 4.20 6.93 36.51 6.26 8.07 1 3 4.30 6.95 36.21 6.21 8.12 1 3 4.40 6.96 35.92 6.16 8.17 1 3 4.50 6.97 35.63 6.11 8.22 1 3 4.60 6.98 35.34 6.06 8.27 1 4 4.60 6.98 35.34 6.06 8.27 1 4 4.70 6.99 35.03 6.01 8.32 1 4 4.60 7.00 34.72 5.96 8.37 1 4 4.90 7.01 34.42 5.90 8.42 1 5 4.90 6.94 36.33 5.82 8.51 1 5 5.00 6.95 36.02 6.76 8.56 1 5 5.10 6.96 35.70 6.70 8.61 1 5 5.20 6.97 35.39 6.65 8.66 1 5 5.30 6.98 35.09 6.59 8.71 1 5 5.40 6.99 34.79 6.53 8.75 1 5 5.50 7.01 34.49 6.48 8.80 1 5 5.60 7.02 34.20 6.42 8.85 1 5 5.70 7.03 33.90 6.37 6.90 1 5 5.80 7.04 33.62 6.31 8.95 1 5 5.90 7.05 33.33 6.26 9.00 1 5 6.00 7.06 33.05 6.21 9.05 1 5 6.10 7.07 32.78 6.15 9.10 1 5 6.20 7.08 32.50 6.10 9.15 1 5 6.30 7.09 32.23 6.05 9.20 1 5 6.40 7.10 31.96 6.00 9.24 1 5 6.50 7.11 31.70 5.95 9.29 1 5 6.60 7.12 31.44 5.90 9.34 1 5 6.70 7.13 31.18 5.85 9.39 1 5 6.80 7.13 30.93 5.81 9.44 1 5 6.90 7.14 30.67 5.76 9.49 1 5 7.00 7.15 30.43 5.71 9.54 1 5 7.10 7.16 30.18 5.66 9.59 1 5 7.20 7.17 29.94 5.62 9.64 1 5 7.30 7.18 29.69 5.57 9.68 1 5 7.40 7.1929.46 5.53 9.73 1 5 7.50 7.20 29.22 5.49 9.78 1 5 7.60 7.20 28.99 5.44 9.83 1 5 7.70 7.21 28.76 5.40 9.88 1 5 7.80 7.22 28.53 5.36 9.93 1 5 7.90 7.23 28.31 5.31 9.98 1 5 8.00 7.24 28.08 5.21 10.03 1 5 8.10 7.24 27.86 5.23 10.08 1 5 8.20 7.25 27.65 5.19 10.13 1 5 8.30 7.26 27.43 5.15 10.17 1 5 8.40 7.27 27.22 5.11 10.22 1 5 8.50 7.26 27.01 5.07 10.27 1 5 8.60 7.28 26.80 5.03 10.32 1 5 8.70 7.29 26.59 4.99 10.37 1 5 8.80 7.30 26.39 4.95 10.42 1 5 8.90 7.31 26.19 4.92 10.47 1 5 9.00 7.31 25.99 4.88 10.52 Se9 # Reach # Seg W D.O. CSOD NBOD Flow 0 3 oP6 Y 49Ss /3Z 3, .� a 3 -/� W�, V- - -c. .,anti LX ems; -spy -----t--Av�. �n l9�S W44y �uti✓ �e.�z Z 3ys ,�f� d, f6 Aff ¢ • �Ys fSd d, 6 9 C6 4A)- -�Z � &d9tee . �� 0 G itlPr�b/Nff 3 1-7 -�?M7,,r Ob /,3�rrn,rl,SS>t qc+s 6,oiS�s 01 /16 X /..SS�� d1LT/ _ jIrn ➢ U z/zi/1> TABLE #8 Long Term BOD's PPG PPG PPG PPC Dilution Eff Eff Eff Eff Day H2O B-2 B-2 B-2 B-2 First Broad 0800 0800 1200 1200 at SR 1121 8-24 8-24 8-24 8-24 8-25-78 100% 50% 100% 50% 3 .27 3.0 4.5 7.1 9.9 5 .60 5.9 7.3 11.8 15.11 10 1.57 11.2 12.6 20.9 295 i 13 1.57 15.1 19.4 5 26.5 �� 34:8H-7S 16 1.90 19.0 �; 24.9 �' 32.5 40.8 20 2.10 26.0 31.6 39.1 48.2 25 2.43 32.1 39.7 48.6 56.9 30 2.83 38.3 47.7 56.1 64.2 t K.=. c3Z B-1 B-2 B-2 ZUAfl KQ3.9 Dilution 1730 1730 6xc0tnf At H2O 9-13 9-13 1730 100% 50% 9-13 5 •1 12.7 18.7 1S ;.CD 11 .37 29.2 34.4 d`'as i 18 1.2 45 [x,li 47.6 500� 25 1.9 71.2 85.1 32 1.9 78.8 94.9 Ora Mill Ora Mill Ora Mill Ora Mill Eff Eff Eff Eff C12 C12 C12 C12 B-8 B-8 B-8 B-8 1445 1445 8-24 8-24 100% 50% 100% 50% 1.2 1.7�,s.o 93 1.67 �kcio2b 2.4 5.1 ,26xA 1.5 3.7 ,0 10.1 11.5 Fv 5.1 8.5 12.7 13.58.8 11.2 16.1 16.1 12.5 13.2 18.3 17.8 15.1 15.2 21.3 19.9 18.3 17.2 24.9 23.7 21.4 2q.6 No Cl No C1 B-8 2 B-8 2 1745 1745 9-13 9-13 100% 50% 11.2 24.1 38 64.1 69.8 21.5 K- 03" 49.6 q57 5�q 74.8 97.1 (� ]01.5. pa 7Z4 ") as 680 s-tr C!aM mal In Stem 6ranck _ SIO(�e `0, u1(3-ti0 s '/ Srn _ p 1�914 cuM ele.v Alit dtst sly oU c) / S 71 %6J 3•a% S% /Z, �o� /9.� Z o 70U 5.. S7 G,78 1. /7 /7.1 Edo s.. , ?f z 2. � diS+qncc- �M,) -- ----------- -- - . - -- -- - I I---- _-cell----- -. — ---- Cf,�- G- --- -- --- , _ - a � d- .2, 015',, - 6 oi.r� w a, his c� SO, 7s - o�� /56.37s07,5 (71 flu = 7, f� c - / IS—zc , 17gLo �. f /r cJr/h ' --- --- - Al = 0, 6. ZD cC- ,PE7�H /S/ -2f7 INA C /(Xd.3f /.3MGa= Gs0s4o INSTREAM SELF -MONITORING DATA MONTHLY AVERAGES Discharger: // G I Permit No.: NC0009600 Deceiving Stream: avw /n+ A4ftocA Sub -basin: Upstream Location: /2A /3t2 Downstream Location AA /3LL �` $rrria Ci Ls /7L3Qrns Q /34L Upstream Downst eam DATE TEMP D.O. BOD5 COND. TEMP D.O. BODS COND DEC-88 i IV✓- p88 T - J V 1� SEP-88 /9 Z° -- A:;G-88 JUL-88 2z 23 "UN-88 Zo zL MAY-88 /g APR-88 13 MAP.-88 EB-88 — JAN-88 S S NOV-87 /o .X.T-8 2- _— -- 3EP-87 LO AUG-87 2v _gy JUL-87 _ Z3 zy_ -- JUN-87 ZL 23 -- MAY-87 — APR-87 No +'A MAR-87 No A) FEB-87 — NDlp =N-87 - NV ND DEC-86 NOV-86 _ OCT-86 SEP-86 .^-.'JG-86 JUL-86 _ 'UN-86 Zo 77 * Zo 7.3 :SAY-86 1's-, APR-86 /L MAR-86 fz— FEB-86 /o /b,6 10 /O•.7 JAN-86 S /t./ SEC-85 N.OV-85 OCT-85 ;;EP-85 AUG-85 JUL-85 JUN-85 MAY-85 APR-85 MAR-85 FEB-85 JAN-85 SUMMER MODEL INC. NEW RATES, FLOWS, RATIOS, ETC. ---------- MODEL RESULTS ---------- Discharger : PPG Receiving Stream : BRUSHY CREEK. ----------------- ---------------------------------------------------- The End D.O. is 7.54 mg/l. The End CBOD is 29.85 mg/l. The End ----------------------------------------------------------------------- NBOD is 4.88 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste Flo' (mg/l) Milepoint Ruch # (mg/I (mg/1) (mg/1) (mgd) Segment 1 5.13 0.00 1 Reach 1 160.00 26.00 0.00 1.30000 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 0.00 0.00 0.00 0.00000i Reach 4 0.00 0.00 0.00 0,00000' Reach 5 210.00 90.00 0.00 0.06000 *** MODEL SUMMARY DATA *** Discharger PPG SUbb.55in Receiving Stream : BRUSHY CREEK Stream C1as_: Summer 7Q10 : 12. Winter 7-10 Design Terriperatui c: St. ILENOTHI SLOPEI VELOCITY I OEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I I mile I ft/mi1 fps I ft Idesignl @20' Idesignl @201 Idesignl @20' Idesignl @20' 1 I I I I I I I I I I I I Segment I I 1.801 15.101 0.880 1 0.45 1 0.38 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 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 Segment 1 1 1,301 15.101 0,560 1 0.45 1 0.38 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 1 0.00 1 Reach 2 1 1 1 1 1 1 1 1 I 1 1 1 1 -----------------------••-----------------------------------------------------•--•---------------- I I I I I I I I I I I I I Segment 1 1 1.501 15.101 0.950 1 0.45 1 0,38 1 0.30 113.38 1 12,001 0.44 1 0.30 1 0.44 1 0.06 1 Reach 3 1 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 I 0.301 15,101 0.690 1 0.45 1 0.38 1 0.30 113.38 1 12,001 0.44 1 0.30 1 0.44 1 0.00 1 Reach 4 1 1 1 1 1 1 I I I I I I I I I I I I I i I I I I I I 'segment 1 1 4.101 15.101 0.690 1 0.45 1 0.38 1 0.30 113.38 1 12.001 0.44 1 0.30 1 0.44 1 0.00 1 Reach 5 1 1 1 1 1 I 1 I 1 1 1 1 1 ------------------ ------------------------------------------------------•------------------- Flow I =:EOD I NEOD I D.O. I c'ts mJ/1 I ing/I I mg/1 I Segment 1 Reach 1 Waste 1 2,015 1160.000 1 26.000 1 Headwatersl 4.000 1 2.000 1 1.000 1� Tributary I 0.000 I 0.000 I 0.000 i 7.720 * Runoff 0.490 I 2.000 I 1.000 I 7.720 Segment 1 Reach 2 Waste I 0.000 J 0.000 1 0.000 1 0.000 Tributary I 0.000 I 0.000 I 0.000 I 7.720 * Runoff I 0.490 I 2.000 I 1.000 1 7.720 segment I Rtach 3 Waste i 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 I 0.000 1 0.000 7.720 * Runoff 1 0.490 I 2.000 1 1.000 1 7.720 ^egment. 1 Reach 4 Waste I 0.000 I 0.000 I 0.000 I 0.000 Tributary I 0.000 0.000 I 0.000 I 7.720 * Runoff 1 0.490 I 2.000 I 1.000 I 7.720 030804 C. Segment 1 Reach 5 waste 1 0.093 1210.000 1 90.000 1 0.000 Tributary 1 0.000 1 0.000 1 0.000 1 7.720 * Runoff 1 0.490 1 2.000 1 1.000 I 1.720 * Runoff flow is in cfe/mile SUMMER ' MODEL INC. NEW RATIOS, ETC. Se_1 # Reach # 'Seg Mi D.O. CBOD NBOD Flow 1 1 0.00 5.13 54.93 9.37 6.02 t 1 0.10 5.30 54.29 9.28 6.06 t 1 0.20 5.44 53.66 9.18 6.11 1 1 0.30 5.58 53.04 9.09 6.16 1 1 0.40 5.70 52.44 9.00 6.21 1 1 0.50 5.82 51.84 8.91 6.26 1 1 0.60 5.92 51.25 8.82 6.31 1 1 0.70 6.02 50.67 8.73 6.36 1 1 0.80 6.10 50.11 8.65 6.41 1 1 0.90 6.19 49.55 8.56 6.46 i 1 1.00 6.26 49.00 8.48 6.51 1 1 1.10 6.33 48.46 3.40 6.55 1 1 1.20 6.40 47.93 8.32 6.60 1 1 1.30 6.45 47.40 3.24 6.65 1 1 1.40 6.51 46.89 8.16 6.70 1 1 1.50 6.56 46.38 8.09 6.75 1 1 1.60 6.61 45.88 8.01 6.80 1 1 1.70 6.66 45.39 7.94 6.85 1 1 1.80 6.70 44.91 1.86 6.90 1 2 1.60 6.:D 44.91 7.86 6.90 1 2 1.90 6.75 44.35 7.73 6.95 1 2 2.00 6.80 43.80 7.69 7.00 1 2 2.10 6.85 43.26 7.61 7.04 1 2 2.20 6.84 42.73 7.53 7.09 1 2 2.30 6.93 42.20 7.45 7.14 1 2 2.40 6.97 41.69 7.37 7.19 '1 2 2.50 7.00 41.16 7.29 7.24 1 2 2.60 7.03 40.68 7.21 7.29 I 2 2.7C 7.06 40.19 7.14 7.34 1 2 2.80 7.08 39.71 7.06 7.39 1 2 2.90 7.11 39.24 6.99 7.44 1 2 3.00 7.13 38.17 6.91 7.49 1 2 3.10 7.15 38.31 6.84 7.53 1 3 3.10 7.15 38.31 6.84 7.53 1 3 3.20 7.17 38.08 6.79 7.58 1 3 3.30 7.18 37.84 6.73 7.63 1 3 3.40 1.19 37.61 6.67 7.68 1 3 3.50 7.21 37.30 6.62 7.73 1 3 3.60 7.22 37.17 6.57 7.76 1 3 3.70 7.23 36.95 6.51 7.83 1 3 3.80 7,24 36.73 6.46 7.88 1 3 3.90 1.25 36.51 6.41 7.93 1 3 4.00 7.26 36.30 6.36 7.98 i .. 4.10 7.27 36.09 6.31 8.02 1 3 4.20 7.28 35.89 6.26 8.07 1 3 4.30 7.29 35.68 6.21 8.12 1 3 4.40 7.30 35.48 6.16 8.17 1 3 4.50 7.31 35.26 6.11 8.22 1 3 4.60 7.32 35.08 6.06 8.27 1 4 4.60 7.32 35.08 6.06 8.27 1 4 4.70 7.33 34.89 6.01 8.32 1 4 4.80 7.34 34.69 5.96 8.37 1 4 4.90 7.35 34.50 5.90 8.42 i 5 4.90 7.27 36.42 6.82 8.51 1 5 5.00 7.28 36.23 6.76 8.56 1 5 5.10 7.29 36.03 6.70 8.61 1 5 5.20 1.30 35.84 6.65 8.65 1 5 5.30 7.31 35.65 6.59 8.71 1 a a hn 1 121 _ 'ta 119 _ 6_. G. Y. - -A _15. RATES, FLOWS, 5 5.50 7.32 35.27 6.48 8.80 • 1 5 5.60 7.33 35.09 6.42 8.85 1 5 5.70 7.34 34.91 6.37 8.90 1 5 5.80 7.35 34.73 6.31 8.95 1 5 5.90 7.35 34.55 6.26 9.00 1 5 6.00 7.36 34.37 6.21 9.05 1 5 6.10 7.37 34.20 6.15 9.10 i 5 6.20 7.38 34.03 6.10 9.16 1 5 6.30 7.38 33.85 6.05 9.20 1 5 6.40 7.39 33.69 6.00 9.24 1 5 6.50 7.40 33.52 5.95 9.29 1 5 6.60 7.40 33.35 5.90 9.34 1 5 6.70 7.41 33.19 5.85 9.39 1 5 6.80 7.42 33.03 5.81 9.44 1 5 6.90 7.42 32.87 5.76 9.49 1 5 7.00 7.43 32.71 5.71 9.54 1 5 7.10 7.44 32.55 5.66 9.59 1 5 7.20 7.44 32.40 5.62 9.64 1 5 7.30 7.45 12.24 5.57 9.68 1 5 7.40 7.45 32.09 5.53 9.73 1 5 7.50 7.46 31.94 5.49 9.78 1 5 7.60 7.47 31.79 5.44 9.83 1 5 7.70 7.47 31.64 5.40 9.88 1 5 7.80 7.48 31.50 5.36 9.93 1 5 7.90 7.48 31.35 5.31 9.98 1 5 8.00 7.49 31.21 5.27 10.03 1 5 8.10 7.50 31.07 5.23 10.08 1 5 8.20 7.50 30.93 5.19 10.13 1 5 8.30 7.51 30.79 5.15 10.17 1 5 8.40 7.51 30.65 5.11 10.22 1 5 8.50 7.52 30.51 5.07 10.27 1 5 8.60 7.52 30.38 5.03 10.32 1 5 8.70 7.53 30.24 4.99 10.37 1 5 8.80 7.53 30.11 4.95 10.42 1 5 8.90 7.54 29.98 4.92 10.47 1 5 9.00 7.54 29.85 4.88 10.52 Beg # I Reach # I Sey Mi I D.O. I CBOD I NBOD I Flow Miscellaneous Information NPDES Number Di schar•ger : PPG Type of Waste : INDUSTRIAL Receiving Stream: BRUSHY CREEK Stream Class : C Subbasin : 030804 Country : CLEVELAND legion : ASHEVILLE R:,questor : DOUG FINAN itequest Number, : 2123 :Ctat•rS Date of Request ---------- Hydrologic Charact-ristics --- - - - - -- Drainage Area L-�vel B or C : C Summer 7.:i10 �1�5l �4BOD or, CBOD Allocation : C Winter i'Qlo � Protect all Waste Inputs : N Average Flow c 2I.1 DV Stream Standard (mg/1): i 30�2 bummer or Winter J. :;GS C.,uad Design Temperature (°C) : 23 C-ange All Rates: Y Did Saturation (mg/1) : L.7 Segment 1: 5 0 U 0 Segment 2 : iJ 0 0 0 Segment 3. 0 0 0 0 Segment 4: 0 0 0 0 Segment 5 : 0 0 0 Segment 6 0 0 0 0 -:iment 7 0 0 0 0 3egmenl: si 0 0 0 0 Segment 9 0 0 0 0 U 5 4 2. a 21 I U 2. 1 U 2. 1 U 2. 1, U 2. U 2. 1 U .. 1. U ?. Nuntb_r of Rearha_: Segment 1 keacii 1 Length of Reach (mi) :1.8 Incremental Length :0.i Waste Characteristics Flow (mgd) :0.875 CBOD (mg/1) :275. NBOD (mg/1) D.O. (mg/1) :5. Protect Inputs (Y,N) N Runoff Characteristics 7Q10 Flow (cfs/mi): 0.333 Avg. Flow (cfs/mi): 2.6 CBOD (mg/1) 2. NBOD (mg/1) D.O. (mg/1) 7.8 Tributary Characteristics 7Q10 Flow (cfs) Avg. Flow (cfs) CBOD (mg/1) NBOD (mg/1) D.O. (mg/1) Use F10, PgUp, PgDn Segment 1 Reach 2 Length of Reach (mi) :1.3 Incremental Length :0.1 Waste Characteristics Flow (mgd) CBOO (mg/1) NBOO (mg/1) D.O. (mg/1) Protect Inputs (Y,N) Y Runoff Characteristics 7Q10 Flow (cfs/mi): 0.333 Avg. Flow (cfs/mi): 21.1 CBOD (mg/1) 2. NBOD (mg/1) D.O. (mg/1) 7.8 Tributary Charact-:istics 7Q10 Flow (cfs) Avg. Flow (cfs) --BOO (mg/1) NBOD (mg/1) D.O. (mg/1) Use F10, PgUp, PgDn Segment 1 Reach 3 Length of Reach (mi) :1.5 Incremental Length :0.1 Waste Characteristics Flow (mgd) CBOD (mg/1) NBOD (mg/1) D.G. (mg/1) Protect Inputs (Y,N) Y c G.45 NH3 NH3 CBOD Sedi mn t, i Algal Re-;j- Change Rat -- keys to move, F9 to exiL. Slope (ft/mi) : 14 Velocity (fps) I 0.53 If Velocity,, 0.1, Set to 0.1? Depth (feet) I 0.45 Ka @ 200 CI 12. Kd @ 200 C NH3 Oxidation Rate (KN] @ 200 . .. NH3 Removal Rate [KNR] @ 200 : CBOD Removal Rate [KR] @ 2_00 : ::'�diment Oxygen Demand [SOD) (np9/m2-°=j): Algr_,l Respiration 02 Niemand [A] (mg/m2-d): (:hange Rates for, the Reach v keys Lo move, F9 to axit. Slope (ft/mi) F Velocity (fps If Velocity< 0.1, Set to 0.19 Depth (feet) Ka @ 200 C Kd @ 200 C NH3 Oxidation Rate (KN] 0 200 7Q10 Flow (cfs/mi0.3 cA4g.'Flow (cfs/mi): 2.8 x•., CBOD (mg/1) : 2. NBOD (mg/1) D.O. (mg/1) 7.8 Tributary Characteristics 7Q10 Flow (cfs) Avg. Flow (cfs) CBOD (mg/1) NBOD (ing/1 ) D.O. (mg/1) ? BOD Removal- Rate [KRI @ 20° ediment Oxygen Demand ['OD] (mg/m2-d) Algal Respiration 02 Demand [A] (mg/m2-d) Change Rates for the Reach Use F10, PgUp, PgDn keys to move, F9 to exit. Segment 1 Reach 4 Length of Reach (mi) :0.3 Slope (f!_/mi) 1L4.6 Incremental Length :0.1 Velocity (fps): t 0.6 Waste Characteristics If Velocity< 0.1, Set: to 0.1? Flow (mgd) Depth (f et) 0.4° CBOD (mg/1) Ka @ 200 I 1 NBOD (mg/1) Kd @ 200 C : C 0.75,1 D.O. (mg/1) Protect Inputs (Y,N) Y NF13 Oxidation Rate [KN] @ 200 : C Runoff Characteristics NH3 Removal Rate [KNR] @ 200 : 7Q10 Flow (cfs/mi): 0.333 ---BOD Removal Rate [KR] @ 200 : Avg. Flow (cfs/mi): 2.8 Sediment Oxygen Demand CBOD (mg/1) 2. [SOD] (mg/m2-d): NBOD (mg/1) Algal Respiration 02 Demand D.O. (mg/1) 7.8 [A] (m9/m2-d): Tributary Characteristics Change Rates for the Reach y 7Q10 Flow (cfs) Avg. Flow (cfs) CBOD (mg/1) NBOD (mg/1) D.O. (mg/1) Use F10, PgUp, PgDn keys to move, F9 to exit. Segment 1 Reach 5 Length of Reach (mi) :4.1 Incremental Length :0.1 Waste Characteristics Flow (mgd) :0.06 CB00 (mg/1) :110. NBOD (mg/1) D.O. (mg/1) Protect Inputs (Y,N) Y Runoff Characteristics 7Q10 Flow (cfs/mi): 0.333 Avg. Flow (cfs/mi): 2.8 C800 (mg/1) 2. NBOD (mg/1) D.O. (mg/1) 7.8 Tributary Characteristics 7Q10 Flow (cfs) Avg. Flow (cfs) CBOD (mg/1) NBOD (mg/1) D.O. (mg/l) Slope (ft/mi) 14.6 Velocity (fps): If Velocity< 0.1, Set to 0.14 Depth (feet) I 0.45 Ka @ 200 C I 12 Kd @ 200 C .778 NH3 Oxidation Rate [KN] @ 200 : C NH3 Removal Rate [KNR] @ 200 . CBOD Removal Rate [KR] @ 200 : ,diment Oxygen Demand [SOD] (mg/m2-d): Al_ial Respiration 02 Demand [A] (mg/m2-d): Charge Rates for, the Reach Use F10, PgUp, PgDn keys to move, F9 to exit. f , ♦V a *** MODE'. SUMMARY DATA *** Oi schar-ger, Receiving Stream Summer 7Q10 Design Temperature: F P G BRUSHY CREEK 5.4 23. Subbasin : 030804 Stream Clas_: C winter 7Q10 : ILENOTNI SLOPEI VELOCITY I OEPTNI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I I mile I ft/ail fps I it Idesignl 1201 Idesignl #201 Idesignl 8201 Idesignl 020, 1 ------------------------------------------------------------------------------------------- I I I I I I I I I I I I Segment 1 1 1.801 14.601 0.900 1 0.45 11.12 1 0.97 112.61 112.001 0.38 1 0.30 1 0.38 1 0.00 1 Reach 1 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 1.301 14.601 0.560 1 0.45 1 0.64 1 0.56 12.81 1 12.001 0.38 1 9.30 1 0.31 1 0.00 1 Reach 2 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 Segment 1 1 1,501 14.501 0.940 1 0.45 1 0.92 1 0.80 112.81 1 12.001 0.38 1 0.30 1 0.38 10.00 1 Reach 3 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 Segment 1 1 0.301 '4.601 0.640 1 0.45 1 0.70 1 0.61 112.81 1 12.001 0.38 10.30 1 0.38 1 0.00 1 Reach 4 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 4.101 14.60', 0.670 1 0.45 1 0.72 1 0.63 112.81 1 12.001 0.38 1 0.30 1 0.30 1 0.00 1 Reach 5 I I I I I I 1 I i I I I I --------•----•----------------•-----•------------------------------------------------------------•--- 1 Flo CE,'D I NBOD I D.'-'• I I cfs rn9/1 I mg/l I mg/1 I Segment i Reach 1 waste 1 1.356 1275.000 1 0.000 1 5.000 Hez:dwatersl 5.400 1 =•1100 0.000 I 7.800 Trib--itary 1 0.000 1 0.000 1 0.000 1 0.000 * Runoff I 0.333 I 2.000 I 0.000 I 7.800 Segmeni= 1 Reach 2 wast_ i 0.000 1 1.000 1 0.000 1 0.000 Tributa.-y I 0.000 I 0.000 1 0.000 0.000 * Runoff 0.333 1 2.000 i 0.000 I ?.800 Segment 1 3 wast-: 0.000 1 0.000 I 0.000 1 0.000 Tributary I 0.000 I 0.000 0.000 I 0.000 * Runoff 1 0.333 I 2.000 I 0.000 I 7.SOO Segment 1 Reach 4 Waste 1 0.000 1 0.000 I 0.000 0.000 Tributary I 0.000 1 0.000 1 0.000 1 0.000 * Runoff 1 0.333 I 2.000 1 0.000 1 7.800 SUMMER MODEL FOR PPG-SHELBY (OLD) Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow 1 1 0.00 7.24 56.80 0.00 6.76 1 1 0.10 7.04 56.34 0.00 6.79 1 1 0.20 6.85 55.88 0.00 6.82 1 1 0.30 6.69 55.42 0.00 6.86 1 1 0.40 6.55 54.97 0.00 6.89 1 1 0.50 6.41 54.53 0.00 6.92 1 1 0.60 6.30 54.09 0.00 6.96 1 1 0.70 6.19 53.65 0.00 6.99 1 1 0.80 6.10 53.22 0.00 7.02 1 1 0.90 6.02 52.80 0.00 7.06 1 1 1.00 5.95 52.38 0.00 7.09 1 1 1.10 5.88 51.96 0.00 7.12 1 1 1.20 5.83 51.55 0.00 7.16 1 1 1.30 5.78 51.14 0.00 7.19 1 1 1.40 5.14 50.74 0.00 7.22 1 1 1.50 5.70 50.34 0.00 7.26 1 1 1.60 5.67 49.94 0.00 7.29 1 1 1.70 5.64 49.55 0.00 7.32 1 1 1.60 5.62 49.17 0.00 7.36 1 1 0.00 7.24 56.00 0.00 6.76 1 1 0.10 6.95 56.34 0.00 6.79 1 1 0.20 6.69 55.68 0.00 6.82 1 1 0.30 6.46 55.42 0.00 6.86 1 1 0.40 6.25 54.97 0.00 6.89 1 1 0.50 6.07 54.53 0.00 6.92 1 1 0.60 5.90 54.09 0.00 6.96 1 1 0.70 5.75 53.65 0.00 6.99 1 1 0.80 5.62 53.22 0.00 7.02 1 1 0.90 5.50 52.80 0.00 7.06 1 1 1.00 5.39 52.38 0.00 7.09 1 1 1.10 5.30 51.96 0.00 7.12 1 1 1.20 5.22 51.55 0.00 7.16 1 1 1.30 5.15 51.14 0.00 7.19 1 1 1.40 5.09 50.74 0.00 7.22 1 1 1.50 5.03 50.34 0.00 7.26 1 1 1.60 4.9E 49.94 U.00 7.29 I 1 1.70 4.94 49.55 0.00 7.32 1 1 1.80 4.91 49.17 0.00 7.36 1 2 1.80 4.91 49.17 0.00 7.36 1 2 1.90 5.10 48.70 0.00 7.39 1 2 2.00 5.26 48:23 0.00 7.42 1 2 2.10 5.41 47.78 0.00 7.46 1 2 2.20 5.54 47.32 0.00 7.49 1 2 2.30 5.65 46.88 0.00 7.52 1 2 2.40 5.76 46.43 0.00 7.56 1 2 2.50 5.85 46.00 0.00 7.59 1 2 2.60 5.93 45.57 0.00 7.62 1 2 2.70 6.00 45.14 0.00 7.66 1 2 2.60 6.07 44.72 0.00 7.69 1 2 2.90 6.13 44.30 0.00 7.72 1 2 3.00 6.18 43.89 0.00 7.76 1 2 3.10 6.23 43.46 0.00 7.79 1 3 3.10 5.23 43.48 0.00 7.79 1 3 3.20 6.19 43.30 0.00 7.82 1 3 3.30 6.15 43.13 0.00 7.66 1 2 3.40 5.11 42.95 0.00 7.89 1 3 3.50 6.08 42,78 0.00 7.92 1 3 3.60 6.05 42.61 0.00 7.96 1 3 3.70 6.03 +2.44 0.00 7.99 1_ B. 3.80 B ,9_1_ 42.27 _,ap0, ;- U ,-- "1 3 3.90 5.99 412.11 0.00 8.05 'x 3 4.00 5.97 41.94 0.00 8.09 1 3 4.10 5.96 41.78 0.00 8.12 1 3 4.20 5.94 41.62 0.00 8.15 1 3 4.30 5.93 41.45 0.00 6.19 1 3 4.40 5.93 41.29 0.00 8.22 1 3 4.50 5.92 41.14 0.00 8.25 1 3 4.E0 5.91 40.98 0.00 8.29 1 4 4.60 5.91 40.9.8 0.00 8.29 i 4 4.70 5.98 40.82 0.00 8.32 1 4 4.80 6.05 40.67 0.00 8.35 1 4 4.90 6.11 40.51 0.00 8.39 1 5 4.90 6.04 41.28 0.00 8.48 1 5 5.00 6.08 41.12 0.00 8.51 1 5 5.10 6.12 40.97 0.00 8.55 1 5 5.20 6.16 40.82 0.00 8.58 1 5 5.30 6.19 40.57 0.00 8.61 1 5 5.40 6.22 40.52 0.00 8.65 1 5 5.50 6.25 40.37 0.00 8.68 1 5 5.60 6.28 40.23 0.00 8.71 1 5 5.70 6.30 40.08 0.00 8.75 1 5 5.80 6.32 39.94 0.00 8.78 1 5 5.90 6.34 39.79 0.00 8.81 1 5 6.00 6.36 39.65 0.00 8.85 1 5 6.10 6.38 39.51 0.00 8.88 1 5 6.20 6.40 39.37 0.00 8.91 1 5 6.30 6.41 39.23 0.00 8.95 1 5 6.40 6.43 39.09 0.00 8.98 1 5 6.50 6.44 36.96 0.00 9.01 1 5 6.60 6.45 38.82 0.00 9.05 1 5 6.70 6.47 38.68 0.00 9.08 1 5 6.80 6.48 38.55 0.00 9.11 1 5 6.90 6.49 38.42 0.00 9.15 1 5 7.00 6.50 38.29 0.00 9.18 t 5 7.10 6.51 .18.15 0.00 9.21 1 5 7.20 6.E2 38.02 0.00 9.25 1 7.30 6.53 37.89 0.00 9.28 1 5 7.40 6.54 37.77 0.00 9.31 5 7.50 6.55 37.64 0.00 9.35 1 5 7.60 6.5E 37.51 0.00 9.38 1 5 7.70 6.56 37.39 0.00 9.41 1 5 7.80 6.57 37.26 0.00 9.45 1 5 7.90 6.58 37.14 0.00 9.48 1 5 E.00 6.5q 37.01 0.00 9.51 1 5 8.10 6.60 36.89 0.00 9.55 1 5 8.20 6.60 36.77 0.00 9.5f, 1 5 8.30 6.61 36.65 0.00 9.61 1 5 8.40 6.62 36.53 0.00 9.65 5 6.50 6.63 36.41 0.00 9.68 1 5 8.60 6.63 36.29 0.00 9.71 1 i 8.70 6.64 36.18 0.00 9.75 5 8.80 6.65 36.06 0.00 9.78 1 5 8.90 8.65 35.95 0.00 9.81 1 5 9.00 6.6E 35.83 0.00 9.85 Seg # Reach # Seg Mi D.O. CBOD NBOD Flow Facility Name t7r �r J . �, sir, e� _ permit k TOXICITY TESTING REQUIREMENT The permittee shall conduct acute toxicity tests on a q,basis using protocols defined in E.P.A. Document 600/4-85/013 enti led Acute Toxicity of Effluents to Freshwater and Marine Organisms". The monitoring shall be performed as a Daphnia pulex or Ceriodaphnia 48 hour static test, using effluent collected as a 24 hour composite. The LC50 of this effluent using the previously stated methodology may not at any time be less than ,Q t. Effluent samples for self -monitoring purposes must be obtained dur- ing representative effluent discharge below all waste treatment (including disinfection). There is to be no removal of chlorine by any method prior to testing. The first test will be performed within thirty days from issuance of this permit. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the appropriate parameter code. Additionally, DEN Form AT-1 (original) is to be sent to the following address: Attention: Technical Services Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 Test data shall be complete and accurate and include all supporting chemi- cal/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine must be measured and reported if used for disinfection of the waste stream. Should any test data from either these monitoring requirements or tests performed by the North Carolina Division of Environmental Management indi- cate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements of limits. NOTE: Failure to achieve test conditions as specified in the cited docu- ment, such as minimum control organism survival and appropriate environmen- tal controls, shall constitute an invalid test and will require immediate retesting. Failure to submit suitable test results will constitute a fail- ure of permit condition. 7Q10 cfs Permitted F Ow D. t MGD (/ a Basin & Sub -Basin D DD \2 Receiving Stream Recommended By IL MEMO. TO: " rP7Pi/�Me.r 7vi DATE: SUBJECT: /yCODo�i�BS PFC' /., d�s� �'p s * sz 6/eve locow i � 514-P, F. Bioassay Monitoring Toxicity bioassay tests are to be condcted on the effluent quarterly during the term of this permit at a point prior to entrance to the receiving waters. The effluent samples are to be a 24 hour composite or less if the bleed —off occurs in less than a 24 hour period. Toxicity testing should employ either Daphnia puler or Pimephelas promelas as the test species. The test method shall be 48 hour static or static renewal bioassays as described in Peltier, W. E. and C. I. Weber, 1985. Methods for Measuring the Acute Toxicity of Effluents to Freshwater and Marine Organisms, 3rd Edition EPA/600/4-85/013, Environmental Monitoring and Support Laboratory, US EPA, Cincinati, Ohio. The test results are to be, submitted to the Division of Environmental Management within 30 days following completion of these tests, and no later than 5 months following issuance of this permit. If the toxicity testing indicates potentially toxic conditions, additional testing m'ay be required. F 7 30 �Sab ,. e`i_4L _ Ewe _.-----.__..._�.-.—.�..�.--.--------�"------------�—•..__....,aecv�*�•—er,T-acre^„ __ _ .�> tit/! i S /�L1S e UNITED STATES ENVIRONMENTAL PROTECTION AGENCY d. N`� REGION IV �— 345 COURTLAND STREET uy ATLANTA. GEORGIA 30365 FEB 19 1986 RECEIVED REF: 4FM-FP FEB 271986 RECEIVED Dr. George Everett, Chief Water Quality Section TECHNICAL SERVICES BRAN FEA 2 1 1986 Division of Environmental Management NC Dept. of Natural Resources k�l atCTION and Community Development RANCH P. O. Box 27687 Raleigh, North Carolina 27611-7687 WAIEP RE: NPDES Draft Permit No. NC0004685 PPG Industries, Inc. SECT o�CITy Dear Dr. Everett: In regards to review of the draft permit of PPG Industries, Inc. (N00004685), this letter is to provide coumlents on the draft permit and to request additional information necessary for complete review of the draft permit. The first oamnt pertains to the Wasteload Allocation Approval Form (attached to the daft permit) which contains recommended limits for zinc (0.2 mg/1) miq and copper (0.06 mg/1), yet these parameters are not limited in the daft permit. It seems that Section 15 NCAC.0211(b)(4) (Action Levels for Toxic Substances) should apply to this discharge and thus limit copper and zinc to ,yJ�* 0.015 mg/1 and 0.05 mg/1 respectively or with an appropriate toxicity limit. ►� Please provide specific reasons why zinc and copper are not being limited in ,y.� the permit. The second comment applicable to PPG Industries, Inc., is that Federal NPDES regulations applicable to delegated State programs require that industries in the primary categories, which includes textile mills, provide analyses for certain pollutants including metals and organic toxic pollutants (see 40 CFR Section 122.21(g)(7)). The draft permit contains monitoring for chromium, lead, zinc, copper and COD. Based on these parameters, it Sm'---c annrnnriate to rernlire chronic toxicity testing of the effluent from outfall serial number 001. In surmlary, EPA requests the following information for PPG Industries in order to complete our review: 1. A completed application, including all analyses testing as required by 40 CFR Section 122.21. �, ) 2. Documentation of past bioassays conducted using effluent from the Iv'/ subject facility and the results of any such bioassays; also any wastewater characterization which might serve to indicate or identify which contaminants are responsible for any observed toxicity to aquatic organisms. I w -2- 3. Any orders, consent agreements, letters or any other docu mentatian �� of how DEM intends to control the discharge of toxic substances from this facility, what bionmitoring is required and what would constitute a violation of North Carolina regulations regarding the discharge of toxic substances. 4. The rationale for not requiring limitations as set forth in 15 NCAC.0211(b)(4) for copper and zinc. Until such information is provided, along with a completed application, EPA review of this permit cannot proceed, and issuance of this permit until such review is completed would be contrary to the MQA and NpDES regulations. Thank you for your cooperation in this matter. If you have any questions, please contact Mrs. Connie Kagey of my staff at (404) 347-2913. Sincerely yours, John T. Marlar, Chief Facilities Performance Branch