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Home My WebLink AboutNC0025071_Wasteload Allocation_19850312�a�o NPDES WASTE LOAD ALLOCATION [-Engineer Date Rec. Fcr 3 6. H w 0 Facility Name: /7 ri . f '' ;'' - , . :�-� �� i Date c///%'S Existing Proposed n Permit Mo.: No OD SO Pipe No.: (^G' County: c /� _ D Design Capacity (MGD): Industrial (% of Flow): S Domestic (% of Flow): Receiving Stream: 0q1 Riyvr- Class: Reference USGS Quad: t%F (Please attach) e3 zo N VJ G Sub -Basin: ;LOA 03 03_ez-e3 Requestor: /- Regional Office ws7'o (Guideline limitations, if applicable, are to be listed on the back of this form.) Design 71emp.: 2-(a0C Drainage Area (mi`): I•j01 wu ` Avg. Streamflow (cfs): (`ib0 ei"S 7Q10 (cfs) �il'j Winter 7Q10 (cfs) n e4-c, _ 30Q2 (cfs) %64 C� Location of D.O. minimum below outfall) : O"A Slope (fpm) 2 - -5 4 M Velocity (fps) : /(miles b Kl (base e, per day) : , 37 @al 20 *C K2 (base e , oer day) : 1.71- @ Zd OC- i-By Effluent Characteristics Monthly Average Comments i9 Q 00a r r Effluent :'onthly Characteristics Lverage Comments 1Orig�n 1 ation O Comments: jRe5sed FY location O 1 0 �bnfitmation O pared By: r Reviewed By: Date ^ . Aequest No. 2160 .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... WASTELOAD ALLOCATION APPROVAL FOAM -----��----- - I N^C^Dept, Nl�O 4 litU Name � EDEN--MEBANE BAI[XGE WWTP of Waste 43% DOMESTIC .... .... 57% INDUSTAIAL� y�atus Aeceiving Stream DAN AIVEA Stream Class C Subbasin 030203 County ROCKIN[;HAM Drainage Area <sq mi.) 1701 Aegional OffiW%NSTON.... SALEM 7Q10 fs> Qequestor DOUG FINAN Winter, 7Q10 579 Date of Request @/12/S5 3OQ2 (cfs) 70 ZI Q 819NE Average Flow <cfs1960 .... .... -.... .... .... .... .... .... --.... .... .... .... .... .... .... .... .... .... .... .... .... .... AEC[MMENDED EFFLUENT LIMITS .... .... -------~-------.................... ....... ... Wastef1ow <m7.0 5-Day BOD (mg/130 Ammonia Nitrmgen (mg/1) � Dissmlved Oxygen <mg/l> � TSS (mg/l) : 30 Fecal Co1iform (1P/100ml)1000 pH (GU) 6-9 ��__�� .... .... .... .... .... .... .... .... .... .... .... ............................. ............... ........ ................. ............... COMMENTS .... .... ------------........................... .... ...... ................ ------ C([5CHAACE INTEQACTS WITH THAT F�OM DUKE POWEA, MIA -LEA BAEWEAY, FIEL0CAEST MILLS, E[)EN...... DAN AIVEA PLT, AND EDEN--DAY CREEK PLT. Ole Qeccmmmended by Date Aeviewed bU: liv Tech. Support SupervismrDate__��.�� AeQimnal |]ate_ �pproval is ( ary final Permits & Engineering_ Date I LJW_Tp� �+�N R�v�2 036 20 7-1 we vvibl A rm. ri C N-r- IS 0 M&b _71 1'70( CVAAW� ILWI PLC - Qwl: 1215, JTC 5(i�(8S ... LToil — Z - 7/>(IgG jPC -� 41 .,OI&W-0l� r"A j SLR A Im; 0.-7 wg 0.3 vn 1.SV OV-!k (9 0" R 0-1� U_ O (Sl ln�k D (�-O 1814 c w t 184 ley Bti -S 0 Z.?J �Pm -7,510v`p -.. _.2 ,3.�e wi- Z,3 2,3.�p yy _2,3.J-j�u. n M0 5 -= -- - - s ice----" e` ` �e s �t dl v .ksE �Y - -. __— _.--_—__I-s3�r._/�__ 1.7 ��i) t li•h� (NFISA) Z �-`i��sr�SR- wov"-�--� c�a�•,.w-fV��___�-t��vnc.�K _ 1.5 �30� t c(•56 �zo� = 13� -�� .5• Z hlC+� ��s 2ort2 166.�Corv-e�an�11S -{o Cti WU�nnS'l4 ---- — �l9wvt mw w��3f✓1 C60C:��S 3 L213OD------ V Vadt) -i71 Y I' —3 -- e0 �i_ • M01A-:1... •F:i1.1MMARY I:)A-'T c I'i as I-, cl e l'` I : IJ I : itii.. . iyil::: L �nirl t :. I31:Z ]AMEK W W'1' 1:, S 1.11:)1:) 0:3 0 2 0. 3 S t re a. in I) (tip! I-.1 V IR I-R, c5 t I'` a i:k In t 1 a 4 S : C 10:1. 0 ::l :l. W :i. rite r• 7Q :I.0 5'79 :I.grl '26 C 3OQ2 70A ILENGTHISLOPE 1 VELOCITY (DEPTH 1 K1 1 K1 1 K2 1 K2 1 KH 1 KN 1 KNR 1 KHR 1 1 oile Mimi 1 fps 1 ft 1 /day 1 B200 1 lday 1 @200 1 /day 1 9200 1 /day 1 8200 1 ----------------------------------------------------------------------------------------------------- Segoent 1 1 1.401 2.301 0.849 1 5.04 1 0.48 1 0.37 1 1.96 1 1.721 0.00 1 0.00 1 0.00 1 0.00 1 Reach 1 I I 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- Segment 1 1 0.701 2.301 0.849 1 5.05 1 0.48 1 0.37 1 1.96 1 1.721 0.00 1 0.00 1 0.00 1 0.00 1 Reach 2 1 1 I 1 1 1 I 1 1 1 1 It 1 ----------------------------------------------------------------------------------------------------- , Segoent 1 1 0.301 2.301 0.865 1 5.06 1 0.48 1 0.37 1 1.99 1 1.751 0.00 1 0.00 1 0.00 1 0.00 1 Reach 3 1 1 1 I 1 1 1 1 1 I 1 I 1 ----------------------------------------------------------------------------------------------------- , , , , , , , , , , , Segment 1 1 1.501 2.301 0.867 1 5.06 1 0.48 1 0.37 1 2.00 1 1.751 0.00 1 0.00 1 0.00 1 0.00 1 Reach 4 1 I 1 1 1 1 1 1 I 1 I I I ----------------------------------------------------------------------------------------------------- i Is It It 11 , , , , , , , , Segment 1 1 3.101 2.301 0.867 1 5.07 1 0.48 1 0.37 1 2.00 1 1.761 0.00 1 0.00 1 0.00 1 0.00 1 Reach S I 1 1 I I I I I 1 I 1 I ----------------------------------------------------------------------------------------------------- Segment 1 1 5.001 2.301 0.870 1 5.07 1 0.48 1 0.37 1 2.01 1 1.761 0.00 1 0.00 1 0.00 1 0.00 1 Reach 6 I 1 1 I 1 I 1 1 1 1 I 1 I ----------------------------------------------------------------------------------------------------- 1 Flow 1 CBOD 1 NBOD 1 D.O. 1 1 cfs 1 egll 1 og/1 1 mgll 1 Segment 1 Reach 1 1 I I I 1 Waste 1 10.850 1140.000 1 0.000 1 0.000 I Headwaters1313.000 1 2.000 1 0.000 1 7.400 1 Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1 8 Runoff 1 0.184 1 2.000 1 0.000 1 7.400 1 Segment 1 Reach 2 1 I I 1 I Waste 1 0.005 1110.000 1 0.000 1 0.000 1 Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1 * Runoff 1 0.184 1 2.000 I 0.000 1 7.400 1 --------------------------------------------------------- Segment 1 Reach 3 1 1 I 1 I Waste 1 8.060 1141.000 I 0.000 1 0.000 1 Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1 # Runoff 1 0.184 1 2.000 1 0.000 1 7.400 1 --••----P------ ---------- 7---------------------- tom ----- ---- Segment 1 Reach 4 1 1 1 1 1 Waste 1 0.775 1171.000 1 0.000 1 0.000 1 Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1 * Runoff 1 0.184 1 2.000 1 0.000 1 7.400 1 --------------------------------------------------------- Segment 1'Reach 5 1 1 1 1 1 Waste 1 0.194 1110.000 1 0.000 1 0.000 1 Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1 * Runoff 1 0.184 1 2.000 1 0.000 1 7.400 1 --------------------------------------------------------- Segment 1 Reach 6 1 i 1 1 1 Waste 1 0.775 1110.000 1 0.000 1 0.000 1 Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1 * Runoff 1 0.184 1 2.000 1 0.000 1 7.400 1 --------------------------------------------------------- S Runoff flow is in cfslmile DI5)C�WA ACEA �EDEN.... .... Ml*..BANE.BI:�1IDCE WWTP PE VIW�� 5TAEAM DAN AIVEA WA5TEFLOW � '| SEC NO \ AEA[IA | SEG, MI | DO | CBOD | NBDD / Fl ...QW | 1 | 1 | 0.00| 7.15| 6.621, 0.00| 323.85 .} J. | 1 ) 0.201, 7.1A| 6.5611 0.001, 323.89 | J. | 1 | 0.A011 7.121, 6.53| 0.0011 323.192 | 1 It 1 / 0.601, 7.111, 6.49| 0.00\ 323.96 | J. | 1 | 0.80| 7.09| 6.Z^1| 0.00 32^1.00 | 1 | 1 | 1.0 0| 7.08 6.39} 0.0011 24.03 } 1 | 1 | 1.201 7.07| 6.351 0.00| 32'1.07 | 1 | 1 | 1.^10| 7.05| 6.31| 0.VV| 324.11 | 1 Is 2 It 1.40| 7.05� 6.�1| 0.0O| 32'4.11 | 1 | 2 } 1.50| 7.V5\ �.28| 0.001 324.13 | J. | 2 1.601, 7.0411 6.2611 0.0011 SV2-el .15 \ 1 | 2 | 1.70} 7.V-zl 11 6.2^1| 0.001, 324.17 | 1 | 2 | 1.801, 7.0311 6.22} 0.001, 32^1.19 | 1 | 2 | 1.9011 7.V311 6.201 0.0011 324.20 | 1 Is 2 2.0011 7.021, 6.171, 0.0011 32'1.22 \ 1 2 \ 2.10| 7.021, 6.15/ 0.001, 324.2^1 | 1 3 ) 2.101 6.05| 9.`x21, 0.00| 332.1430 } 1 2.20) 6.E3| 9.391, 0.0011 332.32 | 1 2.3011 6.8211 9.361, 0.001 332.3.el \ 1 3 2.40| 6.81| 9.331, 0.001, 332.36 � 1 | 4 2.'101, 6.79| 6/. 0.0011 333.13 | 1 | 4 | 2.60| 6.771, 9.6-el| 0.0011 333.17 | 1 | `1 | 2.80| 6.7�| 9.57| 0.0011 333.20 � J. | 4 | 3.001, 6. 9.501, 0.00| 333.24 � J. Is � | ��.20| 6.TU| ��.�4� 0.00| 333.2E | J. � el\ 3.40| 6.68| 9.37| 0.001' 333.32 | 1 | el 3.601, 6.661, 9.3111 0.001. 333.25 | 1 | el | 3.801, eS.641 9.241, 0.0011 333.39 | J. | 5 | 3.80| 6.631 9.301, 0.0011 333.58 ) J. | 5 \ ^u.0�| 6.61| 9.2q| 0.00| 333.6�� | 1 | 5 | ^x.20| 6.601, 9.1811 0.00| 333.66 } 1 | 5 | '1.40� 6.58| 9.11| 0.001, 333.69 | 1 | 5 } »x.60| 6.58| 9.0511 0.00| 333.73 | 1 | 5 | ^1. 6.55| 8.991 0.0011 333.77 | 1 | 5 It 5.00| 6.158| 8.93| 0.00| 11333.SO | 1 | 5 | 5.201, 6.521, 8.061 0.001, 333.S-el | J. | 5 | 5.^1011 6.511, S.80| 0.00| 113311:3.88 | J. | 5 | 5.6011 6.50| 0.74| 0.00| 3 38.91 ) 1 } 5 | 5.8011 6.-19| G.68| 0.001, 8a3.95 � J. \ 5 | 6.00| 6.Z171, 8.621, 0.0081 333.99 | J. | 5 Is6.2U| 8.^171 8.5611 0.001, 334.02 | 1 � 5 \ 6.`1�| 6.»1�| 8.511 0.001, 28^1.06 | 1 | 5 � �.60| �.�5\ (�.�5| 0.00| 334.10 � 1 | 5 It 6.801, 6.^xA| B.1:39| 0.001, 33A.13 | J. Is 6 It 6.El0| 6.el-'3| 8.6B| 0.001, 33^4.91 \ 1 | 6 | 7.1V| 6. ell. 8.5�� 0.00� �3�1.�p6 � J. | 6 | 7.4O} 6.^10| a.A5| 0.001 335.02 | J. ) 6 | 7.701, 6. B.361, 0.001, 335.08 | 1 | 8 | B.00| 6.391 8.2811 0.001, 335.13 | J. | 6 | B.30| 6.381, 8.191, 0.001, 35.19 | J. | 6 | S.80| el. 37| 8.11| 0.00| 2':)5.2A | 1 Is ) 8.9U| 6.37| 8.02| 0.001, 35.30 | 1 | 6 | 9.20| 6.361, 7.9411 0.0011 335.35 | 1 | 6 \ 9.5011 6.36| 7.061 0.Oo| 3:35.-el1 | 1 | 6 | 9.8011 6.36| 7.7B| 0.001, 385.-el6 \ 1 | 6 / 1.0.101, 6.361, 7.7011 0.001 335.52 } 1 | 6 | 10.AO| 6.36) 7.62| 0.00| 835.57 | 1 ) 6 | 10.70| 6.S6| 7.54| 0.00| 335.63 � � } 6 1.1.00| 6.361, 7.A6| 0.00| 335.68 ` � ' del / xI nm if, r ne! 7w ` ^ .... ... -.... .... .... ............... : MQDinL ULTS .... .... .... .... .... .... .... .... .... .... [iI!C/EA EDEN--MEBANE BqIDCE WWTP AEC.EIVI^C."', STPIEAM DAN A%VEA ` �.... .... .... .�� THE END D.O. :IS 6.S� MQ�L ----~-------------------~------.... .... .... .... .... ---------------------------------- J1�� END ["BOD IS 7.�31 M�/L THE END #BOO IS 0.00 MQ/L -.... .... -----------------------------------------------------------------~~ THE D.O. MIN. OF SEGMENT 1 IS 6.36 MQ/L TH%S MINIMUM IS LOCATED AT SEGMENT MIA LEPOINT 1O.A0 WHICH IS LOCATED IN PEACH NUMBEA 6 THE WLA F(:)A SEGMENT 1 A�ACH 1 IS 1^qO MQ/L OF CBOD THE WLA FOA SEGMENT 1 PEACH 1 IS 0 MG"/L OF NBOD THE AEQUIAED EFFLUENT D.O. IS 0 MQ/L THE WASTEFLOW ENTEA%NG 5EG 1 AEACH 1 IS 7 M�D TH1::: WLA FOA SEGMENT J. AEA. -CIA 2 IS 0 MG'/L C)F- NBOD THE AEQUIAED EFFLUENT O.O. IS 0 MG/L. THE WA5TEFLOW ENTERING 5EQ 1 AIHACAH 2 IS 3.000001E.... 08 MQD THE WLA FOR SEGMENT 1 AEAC11-1 2 15 1A1 MG/L. OF OBOD THE WLA FOA SEGMENT 1 REACH 3 IS 0 MG/L DF NBOD THE AEQUIAED EFFLUENT O.O. IS 0 MG/I... THE ENTEA%NG SEG 1 PEACH 3 :IS 5.2 MGO THE WLA- POA SEGMENT J. PIEACOH x1 IS 171 MG/L. OF CBOD THE WLA FOA SEGMENT J. AEAC:H 4 15 0 MC/L OF NB0D THE AEQUIAED EFFLUENT D.O. IS 0 MG/L. THE WASTEFLOW ENTEQINQ 5EG 1 PEACH "1 IS .5 MQD THE W� F�Q SEGMENT J. E A�CH 5 IF-; MG/L. �8OD L THE WLA FOA SEGMENT 1 AE�CH 5 IS W M�/L OF NBOD THE AEQUIAED EFFLUENT D.O. IS 0 MG/I... THE WAGTEFLC)W ENTEAING SEC" 1 AEnCH 5 IS .1225 MQD THE WLA FOA SEGMENT J. AEACA-1 8 IS 0 MG/L OF NBOD THE D.O. IS 0 MG/L. THE WA5TEFLOW ENTEAINQ SEG, J. AEAC0H 6 IS .5 M�D