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NCG550246_Wasteload Allocation_19730929
J 1x),ix),,,) �S : \Ver�AS 1 .. W���/ Nth �si.�rc..�- • Y 16100t . Engineer Date Rec. # pp NPDES WASTE LOAD ALLOCATION -re- G - 30 got Facility Name: _ J4o U)or't"k UKeSl cIe4c e Troup 9- �9-8•.3 . -AP Date: O ^ }JCG-SS D Z.4 ,0 `. 0 Existing I l MC©O,5165O Pipe No. : County: // Permit No. : .� � �uU r d.SO kl 0 Proposed /� `_' Design Capacity (MGD'�: DOD PQ Industrial (% of Flow) : Domestic (% of Flow) : < 6 6 V ` f��b o Receiving Stream:_ �S CT-eFk Class: -� Sub-Basin: Q3 - 07 - ©7 47. o Reference USGS Quad: N /V E (Please attach) Requestor: N424.' >c04// Regional Office /A1 S °= (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp. : 2`'( w Drainage Area: d DrY1 Z Avg. Streamflow: 7Q10:, 0,t& Winter 7Q10: 30Q2: . °' , a, 1 ,,,,,,, . � Location of D.O.minimum (miles below outfall) : Slope: .. E Velocity (fps) : K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) : a c� 0 H Effluent Monthly Effluent Monthly 0 Characteristics Average Comments Characteristics Average Comments �� —6DAS 30:3( 7 . con %-.:1-W-ii-0.4.t_9,--- les. Z tt,&(,n(if; ._ Original Allocation 7/ ( PLOTTED Revised Allocation I ( Date(s) of Revision(s) r::1 (Please attach previous allocation) Confirmation �/ Prepared B : PRRAUCL. P/2� Reviewed B ��i�?✓� Date: r P Y '�Q Q ?i1L y (/� 4 i. 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 . 1 901 / WASTELOAD ALLOCATION APPROVAL FORM FACILITY NAME 1 HAWORTH RES TRACT A TYPE OF WASTE DOMESTIC COUNTY DAVIDSON REGIONAL OFFICE| WINSTON-SALEM REQUESTOR ! HELEN FOWLER � RECEIVING STREAM t ABBOTTS CREEK SUBBASIN ^ O3O7O7 | ^ 7Q10 1 2 ^ 5 CFS W7010 : CFS 3002 CFS DRAINAGE AREA : 20 SQ ~ MI ^ STREAM CLASS tA-II | / RECOMMENDED EFFLUENT LIMITS WASTEFLOW ( S ) ( MSD ) ^ 006 BOD-5 (MG/L ) 30 �� �� �� �� � I/ �� �� NH3-N ( MG/L > � » » �~ �� �� 8 � �� �� D , O ^ (MG/L) PH ( SU ) V 4[O � FECAL 70LIFORM ( /100ML) : 1000 - � - °���� TSS ( MG/L) 30 ATEP WALITV -~''� FACILITY IS ! PROPOSED ( ;?EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY : MODELER E � SUPERVISOR , MODELING GROUP DATE : Ajol - REGIONAL SUPERVISOR c7b -' -DATE PERMITS MANAGER | -x�������l��������-------DATE : -x J_5- | | � i L44-t4 Io Z5/g3 . .i-auAng4-rth_} P.Poi;(2vt - bbet CAILk.. 44—a-dr-, oil h„,,,,12_ . ?bJ =c2.os c,�, - c ��.e'Y ,00 ,E 4 h°' bec-A-14 -e-- ,tee a- L gt_ t Ildi eta Quv .cz� lb O,,0o1$ ct . I-7-- -- ,`cac. c� 1 . 0 —rivo2 i pi „ 2,0 1, II : IND . ( 0 _ i ;P = . X/S ( = 0, 0 110 64e- )2 .;-- - c - 9L-0,-a. SC z ,0 . . | / ********** MODEL RESULTS DISCHARGER ! HAWORTH RESIDENCE RECEIVING STREAM 1ABBOTTS CREEK THE END D . O . IS 8 ^ 11 MG/L | | THE END CBOD IS 1 ^ 77 MG/L THE END NBOD IS O ^ OO MG/L ********************************************************************** THE D . O . MIN . OF SEGMENT 1 IS 7 ^ 64 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT O 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 N33D THE REQUIRED EFFLUENT D. O. IS O MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 , 0018 MGD | / | | | | � � r • . . - • MODEL SUMMARY DATA :t::* 1 DISCHARGER 11 RESIDENCE c11I, .SIN 030707 a� .�t.,HF�iht.7El1 r Hi`�k�R � I•i ._ _ ..�r.o RECEIVING STREAM ADBOTTS CREEK STREAM CLASS : A—II 7010 2 .5 CFS WINTER 7010 : CFS DESIGN TEMPERA1U!RE 24 DEGREES C . WAST'EFLOW , 0016 MOD I LENGTH I SLOPE I VELOCITY ! DEPTH 1 K1 ! Kn I SOD 1 K2 ! WILLS •i• .- FPS1 /T I M M'2 6 I i M J L !T I ,ll:LEu I F :'M . I F � 1 FI' I /DAY i �r=lY � , G:� , _ . I1AY f G, � I 1 1 1 1 i 1 1 SEGMENT 1 I 1 . 001 12. 20 ! 0 . 156 I 1 . 06 I 0 . 47 I 0 . 00 ! 0. 01 3. 741 0 . 00 REACH 1 1 I I ! 1 I I I Al 1 T '2 4 D E,1 r , LL RF,TES 1^1RE 1^•i r a•�.•• EES v . ** INPUT DATA SUMMARY *** I FLOW 1 CBOD 1 NBOD I D .O . 1 I CFS I MG/L I MG/L I MG/L ! I 1 I EGMENT 1 REACH 1 1 ! 1 1 WASTE 1 0 . 003 1110 . 000 000 I 0. 00(' I 0 . 000 I HEADWATERS ! 2 . 500 I 2 . 000 I 0 . r..rr, I 7 .650 I TRIBUTARY I 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000 I RUNOFF *. I 0 .260 , 2 . 000 I 0 . 000 ! . . 650 I * RUNOFF FLOW IS IN CFS/MILE •