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HomeMy WebLinkAboutNC0031577_WASTELOAD Allocation_19860630NPDES DOCUMENT SCANNING COVER SHEET NPDES Permit: NCO031577 White Oak Estates WWTP Document Type: Permit Issuance Wasteload Allocation - "x Authorization to Construct (AtC) Permit Modification Complete File - Historical Correspondence Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: June 30, 1986 Thin document is printed C*XX W49a64e paper- - i&More any coaterit a X1 the Xt errerBe aide NPb� S A/o . A/C c0 3 / S Cad 1 �r-&qpn q V, il� u..'!1 d �•� rS Q S 1q,�trA Engineer Date R PDES WASTE LOAD ALLOCATION 4/• a ec - L— Ole i 8 3oi Facility Name: Q r. /1 ✓d Pe r►i �L r Z -� �� Date Existing lJJV-. te- kA14.- 65-tA,-E 5 Proposed O Permit No .: /%C.�s'7 Pipe No.: ®� I County' �3 K (a Design Capacity (MGD) : 0 ® Industrial (% of Flow) : 6 Domestic (% of Flow) p p Receiving Stream: e063+ Class: G Sub -Basin: Reference USGS Quad: 9 SE (Please attach) Requestor: L,541 cr-ft ZC Regional office O G ,'1C (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Tamp.: �;� -_ Drainage Area (mil) : Avg. Streamflow (cfs) : 7Q10 (cfs) 1, 4 Winter 7Q10 (cfs) 30Q2 (cfs) Location of D.O. minimum (miles below outfall): Slope (fpm ) Velocity (fps): Kl (base e, per day): ` ►{ K2 (base e. oer day): C) Effluent Characteristics Monthly Average Comments s n. j5 w&3 Su- f -11 W6+ iM �00O t00h.Q I `J OriItion �Ajoca'0t4�14 --�Comments: ReviAlation O a:) f O Prepared By: Reviewed By: Date: Effluent Characteristics monthly Lverage Comments 1. tar Vf JUN C) 198p 'WILP411VGTON REGIONAL OFFICE I T 51 R H DEM -1E-i ET.� EFF, 1.5 x I :I- j_ ci E D j. r T 0 F -r,Hf,-- E' F" F-, T 10 DIVISION OF ENVIRONMENTAL MANAGEMENT MEMORANDUM DATE: May 8, 1986 TO: Dale Overcash Permits and Engineering FROM: Ed Beck Engineering Technician Wilmington Regional Office THROUGH: A. Preston Howard, Jr., Regional Engineer 14�4d Wilmington Regional Office SUBJECT: Proposed Permit Modification Mercer Environmental Corporation Permit No. NCO031577 Onslow County The subject permit was issued to Mercer Environmental Corporation for operation of a 0.120 MGD wastewater treatment facility with a discharge to Northeast Creek. The permittee currently operates a .08 MGD facility and has applied for an Authorization to Construct for facilities with an additional capacity of .04 MGD. CMS Inc. has been issued NPDES Permit No. NCO031500 and an Authorization to Construct to construct and operate a 0.1 MGD wastewater treatment facility which is to discharge to Northeast Creek at a point approximately 1,400 feet downstream from the subject outfall. These facilities have not been constructed. Mercer Environmental Corp., Inc. has submitted an application to increase the flow of Permit No. NCO031577 to .3 MGD. CMS, Inc., has submitted a letter stating that a request will be made to void their permit if the permitted flow of 0.1 MGD will be assigned to the permit held by Mercer Environmental Corp., Inc. Based on water quality problems in the New River in the Jacksonville area within the past several years, the Division has imposed a moratorium on additional discharges to tributaries of New River in this area. Based on the above, it is recommended that permit No. NCO031577 be modified to increase the flow by 0.1 MGD to 0.220 MGD. Additional volumes should not be considered until the questions concerning water quality in the New River are resolved by additional studies. It appears that secondary limits will be appropriate as in the existing permits. If you have any questions, please give me a call. EB:kc cc: WiRO CF K L N A m E'H: op w TE N T K 0 A F 1 L E VEVIMO STW M QIQ ; L EFS ��l WE PREP 'PD LLIWIM KPIV -E4CE �W%4,EN:� WHT w �m D? Q 4 S L 0 wILMING70- NOR W:; CREE syBo AM 0 10 C.-i 3 0 : CC5 3002 0 sul-I E R;A- KARS a- 0TENDED E01% EN F r: ... M—MI'MUM-4 (M PA 0a F f C 1 TY V ED 0 EY ST isa —E W Ul Q I RE .51 . _: MA-17 F HnSE FREM-my issum �EM WK WCOMENI E T E c CUT E SU E N E F ..DATE ...................... DATE ........... if N t�" 4 A. I � � (�r✓� ti.c-a,,,� �?•—�ii.,i�' ate. � �%�'� E R A A Ec T rmc "MR 7 E� E Ev 1 F AR FLQU 1 05 TT r 8 E 1 0 G x Tl� L VEL 0 1 K T �K.A SE 71 4 VIA s F*r 1 DE Q I A N 3 A DA E-- 1 Yo LL n 2 - TFILL IsH ,E 'I 2 dG UFTTR SIRE DO A TER !NFLO D Ci T E X 7 1 L L C C 1 T -SEC"M REA A nilb LL 0 T- LL K, F A M RCER j RTHE-E Y �E PEE 1. TMO :UB- FEE7 62 0 G; n I N 6 "2 m 11 .01 SQ. 1 0,43 PER .F3007 -8 M3,-- ''.. MES BY -0 5 8 .2 5 5 0 6,86 9 6 9 E OFC, R A- 80 DOWNS F:m H 3 6 f 201. 0 3 6 a 65 6.7 ME 02 6 c .0" 6 51, r L A i EL & LL C X F - -ERCY V a2