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Home My WebLink AboutNCG550092_Wasteload Allocation_19820923 %Y lU :546 23 -sue NPDES WASTE LOAD ALLOCATION �� 7r 67 �...�. Eer. w 9-02_,�Z a Facility Name: v BSc � Date: , E �CS�oo9z v Existing I I G �G2G� Permit No. : i 1l Pipe No. : County: c* Proposed I� .. `-, Design Capacity (MGD) : a• Q OU Industrial (% of Flow) : Domestic (% of Flow) : �Oc' /� I - o 01.1111Cn. _ c 03- o -dS/Receiving Stream: (...iClass: Sub-Basin: ev c / AR Reference USGS Quad: C ��5 L (Please attach) Requesto �� P 1 Office - (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp. : .SSG Drainage Area: 0.31 ,v►c 2 Avg. Streamflow: 6.3 7Q10: .C1 _Winter 7Q10: 30Q2: ;� a, Location of D.O.minimum (miles below outfall) : 0•0 Slope: . �3. � F/�� E Velocity (fps) : o• I K1 (base e, per day, 20°C) : G•CJI K2 (base e, per day, 20°C) : ic�.7 0 0 c.) 0 �.. H Effluent Monthly Effluent Monthly 0 Characteristics Average Comments Characteristics Average Comments j v .� Rai>5 a3 ms/I 1 cm CI) N 1-13 -N 15 '"-/I _ . R DO i m8/I 0 . TSs 3o ^"ES/i a .�.(,I Colic ►000i1 Orni _ _ ; /. 8.5S.u . Original Allocation 1- ;1"---. pLoTTED Revised Allocation I l Date(s) of Revision(s) (Please attach previous allocation) 1 � 1..,""ik Pre erred B Q P y: S e.n ri i-P( Z lL�.. Reviewed By: GJin. CLr a Date: /d-96"�� 4 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 1 REQUEST NO . : 530 ********************* WASTELOAD ALLOCATION APPROVAL. FORM **: :k***************** RECEIVED North Piedmont Regional Office FACILITY NAME : ABBOTT RESIDENCE OCT 6 1982 TYPE OF WASTE : DOMESTIC WATER QUAUTY A!1/ COUNTY : FORSYTH REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : DAVE ADKINS RECEIVING STREAM : UT MUDDY CREEK SUBBASIN : YADO4 7010 : 0.0 CFS W7010 : CFS 30°2 : CFS DRAINAGE AREA 40 . 31 SQ. MI . STREAM CLASS :C ************************ RECOMMENDED EFFLUENT LIMITS ***:** :** :*******:**::***** WASTEFLOW ( S ) ( MGD) : 0 .0003 THIS DISCHARGE INTERACTS WITH BOD-5 (MG/L ) : 23 THE SOUTHWEST ACRES AFTS . NH3-N ( MG/L) : 15 DISCHARGE . D.O. (MG/L. ) : 6 PH ( SU ) : 6-8 . 5 RE 7 `.1 .. FECAL COLIFORM (/100ML) : 1000 TSS (MG/L) : 30 GL WAT F° t ors : *************************************: **********:**********:* :** : *;t* :**:*:*:****.****: FACILITY IS : PROPOSED ( ) EXISTING ( NEW (V" ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE FRFVIOUSI..Y ISSUED REVIEWED AND RECOMMENDED BY : MODELER :___ al; _ << .1� ._.D( TF. SUPERVISOR , MODELING GROUP : .._ REGIONAL SUPERVISOR : 4'e^`' /✓_ _ e_ _._(®. DATE : ../0-12-gam PERMITS MANAGER : _ 71)_ DATE :`&4/-5 �� APPROVED BY : DIVISION DIRECTOR : ' A r';TF ii..d_/5/_ � O. 03 -07 -c 4 c I 7 5 e CI751n1 -- - - - Rack cL w. AL)boft %5: c'-,(‘ - - UT ttltl uart j 0r ELe I� �,, CiD- 1157.y oz.. 11 7,y6s� 1r1411111'Bo V-‘''�� 7cei0 6941)=8.75 `(� 0A ,31 mil QA = 6.3 c� sr., psi A, <- y - G 7Qic ' a.ac cep,. = U•U �,n Ilces O i es+ 74)(U' c.GBer i - - -- Abbc:ji 4si •-cf (Cr go., oa. 1157. 5 aZG -- ' W- c�. ooa r-3 i ,' In4_a.Lltty) N�+� 1 ; A st- «. _LItono t(....v, 6_s rjIvFn 4-, 5c....,A-1,u)Est- A cr :t AOS:, ifs E -g .) - E-Ir, 1. 41-1,4 k.- 0U .c.)Cc td<J , I..,.CE-LE an oici 7( o P,C4`:rrieAF Q 0 , 7 ett.. P c iOt.s..) rg-cit.,f-.c-{ 'I n 19 5U _1( -4,*.:._. V c-s 4c.L.4 A r��, a in at u,,1s 3�„>: a.---- 7Qw o P e) NcAbzs. S.,00* � E \I ..s.I al A en_rhy.t(-4k. Q ,c, ,z-V, II - 1 -_ p(vr e cl i 1- -is r 04 1e-In c)w r1 ,c:tr,k -1-(1 -rr -41->�, .�,11 _— u i 14- cr tii -�; -fly E.. Lu111 004- 6E 1nolucts-d i,-, - t,i5 L-106,(isi A. R,01 ` CG .Ga_e s r0 e s f Li r`'` = G. U73 oPay • j clYv = 7Aic,.) .r , ! zs o , l — tUA o 4 W.=— i rY.c/ - 5 cQcxc 3 Do _ Mg�l - - - 1.40-700 S I1E = 53. 3 53, 3 Sri P .0 , = 0 . 073 lmi. O,( 73 j44,4;(1r /4a t� • ********** MODEL RESULTS ***:******:* DISCHARGER : RICHARD ABBOTT RESIDENCE: RECEIVING STREAM : UT MUDDY CREEK ***********4*4********:4******.*************:4**4*4*4:************4******* THE END D . O . IS 7 . 16 MG/L *********************************************:**4***4***M*t*****44* K* THE END CBOD IS 13 . 81 MG/L ************************************************* * 4.4*.4*4***4*********:* THE END NBOD IS 0 . 00 MG/L *****************************************************4******:******:**** THE D .O . MIN . OF SEGMENT 1 IS 5 .08 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0 . 1 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 83 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D . O . IS 6 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 . 01 MGD THE WLA FOR SEGMENT 1 REACH 2 IS 83 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D . O . IS 6 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 3 . 0E-4 MGD ***********4:4*4*****:4:****:*********44*4*4******' ****4****************** • . • *** MODEL SUMMARY DATA *:+:*: DISCHARGER ABBOTT RESIDENCE SUBBASIN YAM"; RECEIVING STREAM UT MUDDY CREEK STREAM CLASS: C 7010 T 0. 0 CFS WINTER 7010 : CFS I:DESIGN TEMPERATURE 25 DEGREES C. WASTEFLOW Y 0 .0003 MGD I LENGTH I SLOPE 1 VELOCITY ! DEPTH I K1 I Kr I Kri 1 K2 I Oro 1 I MILES I FT/MI I FPS I FT I /DAY 1 /DAY 1 /DAY 1/DAY I CFS/MI I SEGMENT 1 I 0. 551 53 . 301 0 . 10 10. 15 0 . 93 10 . 93 10.00 110. 70 10 .07 I REACH 1 I I I I I I I 1 I I I I I I I I I I I I SEGMENT 1 I 0 . 201 53 . 301 0. 10 10 .21 10. 81 10 . 81 10 . 00 110.70 10.07 I REACH 2 I I I 1 I I I I I I ALL RATES ARE AT 25 DEGREES C .