Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NC0040011_Wasteload Allocation_19840404
NPDES DOCUMENT SCANNINO COVER SHEET NC0040011 Yanceyville 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 Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: April 4, 1984 Thies document its printed on reuse paper - ignore any content on the resrersce aide CD CO c 0 a, Reference USGS Quad: Y V'« c (Please attach) Requestor• Z.11 i e (Guideline limitations, if applicable, are to be listed on the back of this form.) Facility Name: Existing Proposed Q a c - (4i s (144(4. folAk NPDES WASTE LOAD ALLOCATION Y4nteetY Da/-rz c,,-- Permit No.: it/e0040o// Pipe No.: CO I Design Capacity (MGD): Q• ZO V Industrial (% of Flow): Engineer. Date Rec. # ' -D,cI icJdd Date: g2,/,9 County: e4sc✓e1Z Domestic (% of Flow): Receiving Stream: coua1 Ry ei tsClass: ,4 Sub -Basin: 1v IghIC;.ir 03-4Z--d7L Regional Office us4 Design Temp.: 7Q10: 5 °G 1•% i41 134Ia Location of D.O.minimum (miles E 4-0 0 a, L 1) Velocity (fps): ,loc Drainage Area: Winter 7Q10: below outfall): ( vtk: K1 (base e, per day, 20°C): y('g 01, 2. Avg. Streamflow: 7 c-(c 30Q2 Slope • . q' 3 .CPS c--s K2 (base e, per day, 20°C)• Effluent Characteristics .Monthly Average Comments j5S 30 Wu(� +t c c•:ri ! 006 /oO (AS Original Allocation Revised Allocation Confirmation l 1 Prepared By: V- 7A1-' Date(s) of Revision(s) (Please attach previous allocation) Effluent Characteristics Monthly Average Comments j Reviewed By: it/ Date: y-144( REQUEST NO. ^ , 1057 FACILITY NAME TYPE OF WASTE COUNTY REGIONAL OFFICE RECEIVING STREAM 7010 ! 1^7 CFS DRAINAGE AREA WASTFFLOW(S) BOD-5 NH3—N D.O. PH FECAL CDLIFORM TSS 1 t � 1 ^ , WASTELOAD ALLOCATION APPROVAK FORM YANCEYVILLE WWTP DOMESTIC CASWELL WINSTON—SALEM COUNTRY KINE CR. W7Q1O : : 46^S 5,7 CFS REQUESTOR : DAVF ADKJNS SUBBASIN 030204 3002 � STREAM CLASS :A —II CFS RECOMMENDED EFFLUFNT LIMITS **********************$* (MGD) � (MG/L) � (MG/L) � (MG/L) � (SU) � (/1OOML)� (MG/L) 2 6-9 1000 30 ~2 WINTER AND SUMMFR LIMITS ARE 30 IDENTICAL o // ] v FACILITY IS : PROPOSED ( EXISTING ("-'~) NFW ( ) LIMITS ARE : REVISION (k^) CONFIRMATION ( ) OF THDSF PRFVTOUSLY ISSVFT, REVIEWED AND RECOMMENDED BY: MODELER SUPERVISOR,MODELING GROUP REGIONAL SUPERVISOR PERMITS MANAGER ^ � DATF �� �� �� �L � �� �� �� o» �. �� �— � � �� L» t1�RqO�0�u� � —~ WATER lAtvde_ 1Lchn.d— coves L C.NsL ,._L d2 • o7�z, t cab thft. e..44 ----- --- ---------- ----- t• IDA LIGrt -2_ K&bi 2 ss— 5-0 (-Q \-1:;4--41 o- ‘1.4 r • ** MODEL SUMMARY DATA *** DISCHARGER RECEIVING STREAM 7010 DESIGN TEMPERATURE SEGMENT 1 REACH :1 YANCEYV T 1..1..E WWTP COUNTRY LINE CR. 1.7 C F S 25 DEGREES C. 1 LENGTH l SI...OPE 1 !MILES IFT/MI 1 1 i 1 2.401 1 1 VELOCITY FPS SUBBASIN t 030204 STREAM Cl ASS. A -II WINTER 701.0 `. 5.7 CFS WASTEF1. OW ; .2 MCD 1 tiEPTH 1 K1. 1 Kr; 1 SOD 1 K2 1 NetPS 1 1 FT 1 /DAY 1 /DAY 1 MG/M2D 1 /TRAY 1 MG/1../Ti 1 1 1 1 1 0.105 1 1.14 1 0.47 1 0.00 1 1 1 l 1 0.01 1 1.961 0.001 ALL RATES ARE AT 25 DEGREES C. *** INPUT DATA SUMMARY *** FI..OW 1 CBOT.; 1 NBCT► 1 D.O. CFS 1 MG/1.. 1 MC3/L I MC/L SEGMENT 1 REACH 1 WASTE HEADWATERS TRIBUTARY RUNOFF * 0.3:10 1 :11.0.000 1..700 1 2.000 0.000 1 0.000 0.040 1 2.000 0.000 0.000 0.000 0.000 0.000 7.560 0.000 7.560 • * RUNOFF FLOW IS TN CFS/MILE ********** MODEL RESULTS ********** DISCHARGER �YANCEYVILLE WWTP RECEIVING STREAM **COUNTRY LINE CREEK ********************************************************************** THE END D,O^ IS 5.72 MG/L ********************************************************************** THE END CBOD IS 9^37 MG/L THE END NBOD IS O^OO MG/L THE D^O^ MIN~ OF SEGMENT 1 IS 5^23 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 1,1 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD THE REQUIRED EFFLUENT D,O. IS O MG/L THE WASTEFLOW ENTERING 8EG 1 REACH 1 IS 0,2 MOD