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Home My WebLink AboutNC0072877_Wasteload Allocation_19871215NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCOO 7;i tr7_7 FACILITY NAME: l'w^ i Facility Status: EXISTING PROPOSED (circle one) Permit Status: RENEWAL MODIF7CAMN UNPERMrrrM NEW (circle one) Major Minor, v — Pipe No: Design Capacity (MGD): G, s2U Domestic (% of Flow): /00 Industrial (% of Flow): Comments: RECEIVING STREAM: /3eecen4ba . Class: Sv...� Sub -Basin: U 3 04 r 9 Reference USGS Quad: 21-6 A(C (please attach) County: 5a. 1,1_e ., Regional Office: As Fa Mo . Ra Wa Wi WS (circle one) Requested By: / Or""' T G��'l f Date: / zf/$ /f Prepared By:ICGS Date: aZ g o Reviewed By: Date: 3 z Modeler Date Rec. # 1zIiS�6 t I Ur3b3 Drainage Area (mil) I ,, Avg. Streamflow (cfs): /-1— 7Q10 (cfs) ��Winter 7Q10 (cfs) LL30Q2 (cfs) Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters��y�oG`�rrw(�, (�"ditf%yY�T"� Upstream Locationakoe L V 'e gO&144 Downstream Location 1' �+t� LhikrJ rw c);%e fwlL 01 4j4.o&c9a1 A-5iu. "AK�Upe1({ri✓Svmrito� Effluent Characteristics Summer Winter BODa (mg/1) S NHS N (mg/0 D.O. (mg/1) S TSS (mg/1) �U jb F. Col. (/100ml) PH (SU) Comments: RETURN TO I ECHNICAL SERVICES BY ------------ Permit Number Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional. Office Request:.or Date of Request Guaa Request No. :4363 -_- WASTE OAT) ALLOCATION APPROVAL FORM NC:-)072B � : TOWN OF NE_W L Ora GROVE; WWTi � FEB IG Mae s DOMESTIC PROPOSED ENV. BEi:P-VERDA:M CREEI<: FAYETiLV.LL,.. K. t- ;(:F C-SWAMI 30619 9 SAMPSON Drainage Avea (9.6 FRO Average Flow (c:f=-s) . 12 TOM t HRIST Summer 7010 rcfcs) . G.0.5 iRi1.5/87 Winter 7010 (c::fs) . 1,2 G25NE: 13002 (cfs) -. ----------- RECOMMENDED EFFwUENT LIMITS __ SUIMME:.I Wasteflow (iPIC7d) R 0.2 `.ii-D_y 801) (mg/1): 5 Ammonia Nitrogen (mg/1) 2 Dissolved Omygen (mg/1): 5 TSS (mg/ 1 .` ; 30 Fecal Col iform (01100mi) ; 1:00 -. ) , 6-9 WINTER 0.2 1 lj r-, 5 SO 1000 6--9 (MONITORING -_._.... >± ^� t }7 1 All,,la FEB 19 198' aERi�h11S � Er:,;l(`IE�RIPIG Upstream (Y/N) e Y Location: ABOVE: DISCHARGE POIN Downstream (Y/N) w Y Location: 1.1 MI BELOW DISt;I'ARGE. lit MTH OF BEAVERDAM SW ---------------------------------- COMMENTS --------------------------------- RECOMMEND .._ MONITORING FOR: DO, TEIMPERATI.IRE. FECAL C:;OI_.IFORM, AND CONDUCTIVI'T'Y FREDUENC::Y: WEEKLY FOR SUMMER (APR-OCT) AND MONTHLY FOR WINTER (NOV-(MAR) ----------- _-- _ _-_-_....--._._....__..._..........---.._.--..,_.._. Recommended Gy Reviewed by, Tech. wuppo: t Supervisor Regional i ` al Supervisor Parmi.tB 6, Engineering OR Water t-ual i ty Section Chief �i��pe --RopuR>J \o TcA SwdLm-S Ste'• Date a-_1-,.;2-_FO Date z-IS-$iS ......__........_ Date ..-......�/�. Date Date MAR 15 1988 locus !9 lVn ulvn Gr-oY2 U-VAP (,OM,6t'i'•�c/) CC�w= aa�yd ��cueY�m $�u� rnP ` Q EG+ ia.13nua l4= i�c&Cs 3,gId. PA:iO!S DA�IIye(y 2 \ �_�oq-io.aa �oc:0,15cq( J 6tpa4=.y—1,ac{s 7iu,= o. as USC ,165Q-,1-1L \ OA= 3a.ln rr�a l �y 0 059, -NO' (j1= 8`d 41.6 C-�5 t A-S.g5rua 0.4 rJS cam= u.o Cfs r vw- h-, 9. -T R{ s' o(z2 d-e 0\2O ae,o -f-) 1,(-o4,'C,'rv\, (ye;AO -- - (.7 ??- V-vf�� ='-., O/b Ll�� Ll - - _ _ �__= -_�- -- - �w =_r�, a__ _ ___._ w ____ __ __ _____ ________ ______ ___ iu_ ;� - a. �s -- 660 0 41 J-7- A-, row AM , ` SUMMER ^ MODEL RUN WITH LIMITS OF 5B[D5 ^ AND 2NH3N ---------- MODEL RESULTS ----------- Discharger : TOWN OF NEWTON GROVE WWTP Receiving Gtream : BEAVERDAM CREEK The End D.O. is 5.47 mg/l. The End CBOD is 2.55 mg/1. The End NBO0 is 1.74 mg/l. WLA WLA WLA 1)0 Min CBOD NBOD DO Waste Flow (mg/1) Milepoint Reach # (mg /l} (mg/l) (mg/I.) (mgd) Segment 1 5.01 1.10 1 Reach 1 7.50 9.00 5.00 0.20000 Reach 2 0.00 0.00 0.00 0.00000 Reach, 3 0 00 , 0 00 , 0 00 , 0 00000 . , ~ , . ` *** MODEL DATA *** . ^ Discharger : TOWN OF NEWTON GROVE WWTP Subbasin : 030619 Receiving Stream : BEAVERDAM CREEK Stream Class: C-SWAMP summer 7010 : 0.15 Winter 7010 : 1.2 Design Temperature: 27. |LENGTH| SLOPE! VELOCITY | DEPTH! Kd 1 Kd | Ka | Ku < KN | KN | KNk 1 KNR | | mile | fWmi| fps | ft |deu gm| 820" Nes gn| a201 !design! 3201 (design! 0201 1 | � | � | | | | � | | | | Segment \ | 1.101 5.701 0.100 1 0.56 | 0.32 1 0.33 | 1.19 | 1.03| 0,51 | 0.30 1 0.51 ' 0.00 | Reach \ | It It It | | | | | 11 Is | | | Segment 1 | 0.551 5.701 0,100 | 0,65 1 0.31 | 0.23 | 1,19 | 1.03| 0.51 0.30 | 0.51 | 0.00 | Reach 2 | | 11 | | | | | | | ( / | ------------------------------------ | | | ( | | � | | It | | | Segment l 1 1.401 3.101 0.100 0.70 0.30 1. 0.22 | 0,65 ( 0.561r 0.51 0.30 | 0,51 | 0.00 1 Reach 3 31 ----------------------------------------------------------------------------------------------------- | Flow | CBOD | NBOD < D.O. � | c mg/l | Segment 1 Reach 1 Waste | 0.810 | 7.500 | 9.000 { 5.000 Headwaters! 0.150 � 2.000 | 1.000 | 7.170 Tributary < 0.000 2.000 } 1.000 | 7.170 * Runoff | 0.010 2.000 1.000 ( 7.170 Gegment 1 Reach 2 Waste | 0.000 | 0.000 | 0.000 | 0.000 Tr1butary 0.156 | 2.000 < 1.000 | 7.170 * Runoff | 0.016 | 2.000 | 1.000 | 7.170 Segment 1 Reach 8 Waste 0.000 | 0.000 0.000 | 0.000 Tributary | 0.070 | 2.000 | 1.000 7.170 * Runoff | 0.030 | 2.000 | 1.00 .170 * Runoff flow is in cfs/mile SUMMER MODEL RUN WITH LIMITS OF 5BOD5 AND 2NH3N | Seg # | Reach # | Geg Mi | D.O. | CBOD | NBOD | Flow | 1 1 0.00 5.71 5.71 6.39 0.46 1 1 0.10 5.57 5.59 6.18 0.46 1 1 0.20 5.46 5.47 5.98 0.46 1 1 0.30 5.36 5.36 5.78 0.46 1 1 0.40 5.28 5.25 5.60 0.46 1 1 0.50 5.21 5.15 5.41 0.47 1 1 0.60 5.15 5.04 5.24 0.47 1 1 0.70 5"10 4.94 5.07 0.47 1 1 0.80 5.07 4.84 4.90 0.47 1 1 0.90 5.04 4.74 4.74 0.47 1 1 1.00 5.02 4.64 4.59 0.47 1 1 11.10 5.01 4.55 4.44 0.47 1 2 1.10 5.55 3.91 3.58 0.63 1 2 1.15 5.55 3.87 3.52 0.63 1 2 1.20 5.55 3.84 3.47 0.63 1 2 1.25 5.55 3.80 3.41 0.63 1 2 1.30 5.55 3.76 3.35 0.63 1 2 1.35 5.55 3.72 3.30 0.63 1 2 1.40 5.55 3.68 3.24 0.63 1 2 1.45 5.56 3.65 3.19 0.63 1 2 1.50 5.56 3.61 3.14 0.63 1 2 1.55 5.57 3.57 8.09 0.63 1 2 1.6U 5.58 3.54 3.03 0.64 1 2 1.65 5.59 3.50 2.98 0.64 1 3 1.65 5.74 3.35 2.79 0.71 1 3 1.75 5.69 3.29 2.69 0.71 1 3 1.85 5.65 3.22 2.60 0.71 1 3 1.95 5.61 8.16 2.52 0.71 1 8 2.05 5.58 3.10 2.48 O.72 1 3 2.15 5.55 3.04 2.35 0.72 1 3 2.25 5.52 2.98 2.27 0.72 1 3 2.35 5.50 2.92 2.20 0.78 1 3 2.45 5.49 2.86 2.13 0.73 1 8 2.55 5.48 2.81 2.06 0.73 1 3 2.65 5.47 2.75 1.99 0.74 1 3 2.75 5.46 2.70 1.92 0.74 1 3 2.85 5.46 2.65 1.86 0.74 1 3 2.95 5.46 2.60 1.80 0.74 1 3 8.05 5.47 2.55 1.74 0.75 1 Seg # | Reach # | Geg Mi | D.O. | CBOD | NBOD | Flow ( MODEL RESLIL.T.M Discharger p TOWN OF NEWTOP4 GROVE WWTP Receiving Stream u BE AVERDAM C"F.'F-- E:1.:: The End D.O. is 8.79 mg/l The End C DOD is P.34 mg/ l „ The End NBOD its 1.61 mg / l ,. --------------------------------- Segment I Re- ch 1 Reach S Reach 3 W I PkI _I.. E. R MODEL RUN WITH LIMITS OF' WL.� i W1....A WL.A DO Ma.n CEIOD NBOD DO Waste Flow (mg/l )- Mi lepoint Reach .It. (mg/1) (mg/1) (mg 1) (r►,gd) 15. 00 1 R- a 00 5.00 0. 0 0 0C-f (_) a 00 0. 00 0 w 0 0 0. 00000 7� t Faci 1 i ty 61M 6UOA&Otk Wastef low MGo Summer/Winter (circle one) kA Potential effluent limit combinations: 14 60D5 NH3aN eejo 01 �. Comments: � . « , � ^ ' SUMMER ---------- MODEL RESULTS ---------- Discharger : TOWN OF NEWTON 8ROVE WWTP Receiving Stream : BEAVERDAM CREEK ' ------------------- The End D.O. is 5.60 mg/l. The End CBOD is 0.84 mg/l. The End NBOD is 4.44 mg/l. WLA DO M1n CBOD (mg/1) Milepoint Reach # (mg/l} ---~--- --------- ------- ---- Segment 1 5,01 1.10 1 Reach 1 0.00 Reach 2 0.00 WLA WLA NBOD DO Waste Flow (mg/1) (mg/l> (mgd) 14.00 5.00 0.20000 � ..� - ` SUMMER ^ ' MODEL RUN TO GET CBOD ---------- MODEL RESULTS ---------- Discharger : TOWN OF NEWTON GROVE WWTP Receiving Stream : BEAVERDAM CREEK The End End D.O. is 5.56 mg/l. The End CBOD is 8.30 mg/l. The End NBOD is 0.87 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste Flow (mg/l) Milepoint Reach K. (mg/l) ---- (mg/l) ---- (mg/l) (mgd) --- Segment 1. 1 ---~-- 5.02 --------- -~-~--- 1.10 1 Reach 1 21.00 0.00 5.00 0.20000 Reach 2 0.00 0.00 0.00 0.00000 0 E v I FacilitWasteflow (MGD) Summer/Winter (circle one) - NH3 N WID /y,S Potential effluent limit combinations: BOD5 NH3aN _ L_o ✓ r S Comments: SUMMER AT 0.1 MGD P -^----'--- MODEL RESULTS ----------- TOWN OF NEWTON GROVE WWTP Receiving Stream : DEAVERDAM CREEK ----------^--`---------------------`---------------------------------- The End D.O. is 5.70 mg/l. The End CGO3 is 1.00 mg/l. The End NBOD is 2.29 mg/l. ---'-------------------`-------------`--------------------'----------- WLA W L A WLA DO Min CGOD NDOD DO Waste Flow (mg/l) Milepoint Reach # ------- (mg/l) ---- (mg/l) ---- (mg/l) -- (mgd} -~-------- Segment 1 ------ --------- 5.07 1.10 1 Reach 1 0.00 M0o 5.00 0.10000 Reach 2 0.00 0.00 0.00 0.0000u Reach 3 0.00 0.00 0.()0 0.00000 SUMMER •AT ml,q ~ f�> MODEL RESULTS Discharger :TOWN OF NEWTON mmEm#r Receiving Stream a BEAVERDAM CREEP. ------------------------------------------------------------------------ memo cu.ls 5.56 G9. The Ed qq is 5.09 qzc The End ----------------------------------------------------------------------- 2m is mq mac. + A WLA WLA m m, :mo Rem . oo Waste Flo" mu3, mlmnwt Reach# w,9, (Mg/1) wG«, ;mc «_« , - ^~` . a!o I Reach / q.m 0.00 5.00 0.10000 ;each e «m Rem Gm mmmo ^ SUMMER ^ AT 0.1 MGD ' ----�----- MODEL RESULTS ---------- Discharger : TOWN OF NEWTON GROVE WWTP Receiving Stream : BEAVERDAM CREEK The End D.O. is 5.61 mg/l. The End CBOD is 2.31 mg/l. The End ----~-----------------------~----------------------------------------- NBOD is 1.74 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste FlovN (mg/1) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd) Segment 1 5.01 1.10 1 Reach 1 9.00 13.50 5.00 0.10000 Reach 2 0.00 0.00 0.00 0.00000 Reach 3 0.00 0.00 0.00 0.00000 ^~^^ . , ' ^ ^ SLU�MER IN AT 0.1 MGD ---------- MODEL RESULTS ---------- Discharger : 7[UWN OF -NEWTON 8ROVE WWTP Receiving Stream : BEAyERDAM CREEK The End D.O. is 5.61 mg/l. The End CBOD is 3.19 mg/1. The End NBOD is 1.29 mg/l" WLA WLA WLA DO Min CBOD NBOD DO Waste Flot, (mg/1) ------ M1lepoint Reach # --------- ------- (mg /l) ~--- (mg/1) ---- (mg/l) -- (mgd> ---------- Segment 1 5.05 1.10 1 Reach 1 15.00 9.00 5.00 0.10000 Reach 2 0.00 0.00 0.00 0,00000 Reach 3 0.00 0.00 0.00 0.00000