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Home My WebLink AboutNCG550266_Wasteload Allocation_19840204 • • . - • Engineer Date Rec. # + NPDES WASTE LOAD ALLOCATION .rc_ a -a4 ,,o '4 .. p Facility Name. 1 e P ^ 2>� � �.�Cfr�lCjPt r`FS:� .�c�= �Co-nI'�( ��ivtd Date: 1 ' • v Existing I I- Permit No. • r�"�('J r ? 1.7t Pipe No. • (� County: � i��r``��'6� a Proposed I-- l • Design Capacity (1gGII) : �} C) &PL Industrial (% of Flow) : Domestic (% of Flow) : /C V Receiving Stream: di +C lei tI\ 7. - '0404- Class: C.' Sub-Basin: Reference USGS Quad: (Please attach) Requestor: j'Z // ,—/ Regional Office l.1/i,(' °G (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp. : `- 716 ° L Drainage Area: - I VA Z Avg. S treamf low: ( C"(5 T 7Q10: 0.0 c-k-S Winter 7Q10: 0,0 C 5 .30Q2: 6-0 c • Location of D.O.minimum (miles below outfall) : Slope: E Velocity (fps) : 1 7� �Q�'' 1 K (base e, per day, 200C) : I,z6/, 79 K2 (base e, per day, 20°C) :- ( _ig� 12•7� 0 w O N�',A.-t W,. ti .r Effluent Monthly PA0✓ Effluent Monthly co)a) Characteristics Average /kv-,-,k.e Comments Characteristics Average Comments . •i �017 17 23 tMG ( ' ci M43� R lg Q � _70 JG (0 :Nul_/ (Q - -- --- - ._ 30 s F�e44 Ca(,, (o ov rooms Apo 6_8y b-gS Sv Original Allocation i L I _______pwirED___ Revised Allocation I I Date(s) of Revision(s) / (Please attach previous allocation) Confirmation r--1 Prepared By: C 4Lkc&- Reviewed By: L'1 _ Date: 0 ! 'f-0 For Appropriate Dischargers, List Complete Guideline Limitations Below Effluent Monthly Maximum Daily Characteristics Average Average Comments Type of Product Produced Lbs/Day Produced Effluent Guideline Reference REQUEST NO . ~ WASTELOAD AU'OCATION APPROVAL F0RM FACILITY NAME GARY FDDINGFR RES . TYPE OF WASTE DOMESTIC COUNTY DAVIDSON REGIONAL OFFICE WINSTON-SALEM REQUESTOR HEiFN FOWiFR RECEIVING STREAM UT RICH FORK SURBASIN 1 030707 7Q10 : 010 CFS W7Q10 O ^ O CFS 3002 0 , 0 CFS DRAINAGE AREA i 9 ^ 11 SQ ~ MI ^ STREAM CLASS : C ************************ RECOMMENDED EFFLUENT LIMITS 5/mow uhlqf-ew- WASTEFLOW ( S ) ( MGD ) ^ 00045 .00045 BOD-5 ( MG/L ) 15 23 NH3-N ( MG/L ) 9 18 D . O . (MG/L) 6 6 PH ( SU) 6-8 ^ 5 6-8 ^5 FECAL COLIFORM ( /100ML ) : 1000 1000 TSS ( MG/L ) 30 30 � '-~� FACILITY IS ! PROPOSED ( ^-) EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUFD REVIEWED AND RECOMMENDED BY : MODELER DATE SUPERVISOR , MODELlNG GROUP D A T F REGIONAL SUPERVISOR "�-�' ^ ^ . �ATF . . � PERMITS MANAGER ' ' ' �-�DATE &W-. ��-��- �� . � v� Uv� �` � _, Vic �� m Arp ~ 1984 ~ r ' / ° _6�»�� '~�'f ,N J1 � �� " 1 �, 3/6-/gY (R;.L C, ?07 cbok.c i+4b1) * 61 , I I' 1311 4k oZ- (Z rK . 7314 , 11 01- 2- - — /1- = 30,4 _ , I eA-5 = Z. c- 0 5 D - . 100 , van L _ W = ,O00 I In�O u4 7/to = 7/r0 12a = (wlk Q f4 75 c--S S --r - ICI -4100.1 '7/(o ( scp 1 D0 - - s(oe = H ( -��►� Goo 3oc) ' •bSt. (7c, 4,80 ,o74' (3Z. 670 (1260' /7 co go.(o � . , . . � � ********** MODEL RERULTS ********** DISCHARGER : GARY FDDINGFR RESIDENCE RECEIVING STREAM : UT RICH FORK CRFEK THE END D . O . IS 8 ~ 24 MG/L THE END CBOD IS 1 ^ 76 MG/L � THE END NBOD IS O ^ OO MG/L THE D . O . MIN . OF SEGMENT 1 IS 4 ~ 92 MG/L � THIS MINIMUM IS LOCATED AT SEGMENT MILEPOJNT 0 , 2 � WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 51 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 TS O MG/L OF NBOD THE REQUIRED EFFLUENT D . O . IS 6 MG/L THE WASTEFLOW ENTERING BEG 1 REACH 1 IS 4 ~ 5F-4 MGD THE WLA FOR SEGMENT 1 REACH 2 lS O MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NB0D THE REQUIRED EFFLUENT D . O . lS O MG/L THE WASTEFLOW ENTERING BEG 1 REACH 2 IS O MOD ********************************************************************** � � � � • • # $ t MOIrEI.. SUMMARY DATA *: DISCHARGER : GARY EI'tIIHOER PEG S;IJBBASTN : 7070? RECEIVING STREAM UT RICH FORK STREAM Cl A8S: C 7010 : 0 . 0 CFS WINTER 701.0 : 0 . 0 CF`i DESIGN TEMPERATURE : 25 DEGREES C . WASTFF! OW : . 00045 MOD I LENGTH I SLOPE I VELOCITY ' DEPTH I 1,.:1. I Kn I SOD I h :? I NPtPS 1 ! MILES 1 FT!M:E 1 FPS i FT I /TIAY 1 DAY 1 MCA/M7Ir 1 DAY I MOB/1. ;D 1 I ! I ! f I i 1 1 1 SEGMENT 1 I 0 . 20 1 7, 00 1 0 . 100 10 .09 1 . 26 0 . 00 I 0 , 0 1 1.5 . 85 1 0 . 001 REACH 1 1 I I i I I I I ► 1 I ! 1 1 ! I 1 I 1 1 1 SEGMENT 1 1 0 . 50 ► 41 . 001 0 . 1. 1.E 10.913 0 . 52 0 . 00 I 0 . 01 9 . 751 0 .001 REACH 2I 1 1 I I ! I 1 1 1 ALI RATES ARE AT 25 DEGREES I . *** INPUT DATA SUMMARY :: i(::: I El nW I CB;OD I NBOD 1 D .O . I I CFS I MOIL. I MG I.. ! MG/1. I I ! 1 I I w:E.GMENT 1 REACH 1 I I I I I WASTE 1 0 . 001. I 51 . 000 I 0 . 000 1 6 . 000 I HEADWATERS 1 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000 1 TRIBUTARY I 0 . 000 I 0 , 000 I 0 . 000 I 0 . 000 1 RUNOFF * I 0 . 000 1 0 . 000 I 0 .000 I 0 . 000 I I I I 1 ! tGMCNI 1. REACH 7 WASTE I 0. 000 I 0 . 000 1 0 , 000 I 0 . 000 ► TRIBUTARY I 1 , 700 I 2 .000 I 0 . 000 I 7 . 560 I RUNOFF * I 0 . 050 I ') . 000 I 0 . 000 ! 7 . 560 I t' RUNOFF Fin IF: TN CFS MILE: ! - ftt: MODEL SUMMARY DATA *: #. DISCHARGER GARY EODINGFR RFS . SIJ BA:STN 0 .070 RECEIVING STREAM UT RICH FORK CR , STREAM CLASS . C 1010 0 . 0 CFS WINTER 7010 : 0 .0 IFS DESIGN TEMPERATURE 1.5 DEGREE'S C . WASTFFI OW 8 , 00045 MOD I LENGTH ! S1...OFE I VELOCITY I DFPTH 1 K1- i Kn I SOn I K2 I NetF'S 1 ' WILES I F T/'M I I FPS I FT I /IDAY I /IDAY I MG/M:-'It I /r AY 1 iM /1. /n 1 I I I I I i I I I 1 SEGMENT 1 I 0 . 201 79 . 001 0 . 100 I 0 , 0v 0 . 79 i 0 . 00 1 0 . 01 1 :2 . 751 0 . 001 REACH 1. I 1 I I I I I I I I ! I 1 I I I I I 1 I SEGMENT 1 I 0 . 501 41 . 001 0 , 11S I 0 . 92 0 . 37 0 . 00 I 0 , 01 7 . 5^. i 0 , 001 REACH 2 1 I I I 1 ! I 1 1 I ,-,1..!... RATES ARE AT 1.r DEGREES C 1 f* : INPUT DATA SUMMARY **:: I FLOW I CDOt I NBOD I o , O . I ! CFR I MG/1.. I MG/L. I MG/L I I I I I I "SEGMENT 1 REACH 1. I I I I I WASTE I 0 . 001 195 . 000 I 0. 000 I 6 , 000 I HEADWATERS I 0. 000 1 0 . 000 I 0 . 000 ! 1. . 200 ! TRIBUTARY I 0 . 000 I 0 . 000 1 0 . 000 I 0 . 000 I RUNOFF * I 0 .000 ! 0 .000 1 0 . 000 1 0 .000 I I I I I 1 `:3E:GMENT 1 REACH I 1 1 I I WASTE 1 0 . 000 I 0 . 000 I 0 . 000 1 0 .000 I TRIBUTARY I 1 , 700 1 2 . 000 I 0 . 000 I 7 . 560 ! RUNOFF * I 0 . 050 I ''. , 000 I 0 . 000 I 7 . 560 I RUNOFF FLOW Ts TN CF :/MILE: