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NC0023981_Instream Assessment_19841203
NPDES DOCYHENT SCANNING: COVER SHEET NC0023981 Lenoir — Lower Creek WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change 201 Facilities Plan Instream Assessment (67b f Speculative Limits Environmental Assessment (EA) Document Date: December 3, 1984 This document is printed on reuse paper - ixriore any content on the rezrerse side DIVISION OF ENVIRONMENTAL MANAGEMENT December 3, 1984 MEMORANDUM TO: Trevor Clements FROM: SUBJECT: Thurman Horn141 Request for -Predictive Impact Analysis City of Lenoir Lower Creek Wastewater Treatment Plant NPDES Permit No. NC 0023981 Caldwell County As per our telephone conversation, attached is a copy of the past year's monthly self -monitoring data for the subject facility. Lenoir has requested a 67(b) SOC to allow the connection of 145,000 gpd of domestic strength wastewater. Please conduct a predictive impact analysis and inform me of the results. If you need any additional information, please advise. Attachment cc: L. P. Benton, Jr. JTH:se d DA o. 1 I Ta to gO Koko RP Q A - So G. = o c (so s go/ir 4110 ASS�.S S- ` - L �,� 40-1,9" S © Q ********** MODEL RESULTS ********** DISCHARGER :LENOIR SOC RECEIVING STREAM :LOWER CREEK ***********************************************:********************** THE END D.O. IS 7.41 MG/L ********************************************************************** THE END CDOI' IS 7.37 MG/L ********************************************************************** THE END NBOD IS 0.00 MG/L ********************************************************************** THE D.O. MIN. OF SEGMENT 1 IS 7.04 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 2.1 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 57 MG/L OF CDOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NDOD THE REQUIRED EFFLUENT D.O. IS 7 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 2.565 MOD ********************************************************************** Sket.G0 koza— A *********k MODEL RESULTS ********** DISCHARGER :LENOIR LQWER CREEK SOC RECEIVING STREAM :LOWER CREEK ********************************************************************** THE END D.O. IS 7.44 MG/L *************************************************:**********:********* THE END CBOD IS 7.13 MG/L ********************************************************************** THE END NROD IS 0.00 MG/L *******************************************************'*:*:***:**** THE D.Q. MIN. OF SEGMENT 1 IS 7.07 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 2 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 57 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 7 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 2.44 MGD ************************************************* ********************* h.- *** MODEL SUMMARY DATA *** DISCHARGER RECEIVING STREAM 7010 DESIGN TEMPERATURE : LENOIR SOC LOWER CREEK 11 CFS 24 DEGREES C, SUBBAStN : 030831 STREAM CLASS: C WINTER 7010 : CFS WASTEFLOW : 2.44 Mori I LENGTH I SI..OPE 1 VELOCITY I DEPTH I K 1 1 K 1 1 K2 1 K2 1 Kn 1 (MILES IFT/MI 1 FPS 1 FT 1 /DAY 1 t20 1/DAY I P20 1/DAY I SEGMENT 1 REACH 1 I I 1 1 6.301 6.301 1 1 1 1 I I 1 I 1 I 0.418 1 1.75 1 0,47 1 0.39 1 3.731 3.421 0.001 1 1 1 1 I 1 1 *** INPUT DATA SUMMARY *** 1 FLOW 1 CBOD 1 NBQD I D.O. I 1 CFS 1 MG/L 1 MG/L 1 MC/L. I SEGMENT 1 1 1 1 REACH 1 I 1 I WASTE I 3.782 1 57.000 I HEADWATERSI 11.000 I 2.000 1 TRIBUTARY 1 0.000 1 0.000 1 RUNOFF * 1 1.400 1 2.000 I 1 1 1 0.000 1 7.000 I 0.000 1 7.650 I 0.000 1 0.000 1 0.000 I 7.650 1 * RUNOFF FLOW IS IN CFS/MILE