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Home My WebLink AboutNC0002071_Wasteload Allocation_19861217NPDES DOCUHENT ! CANNINO COVER :SHEET Permit: NC0002071 Pamlico Packing NPDES Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Monitoring Report Instream Assessment (67B) Environmental Assessment (EA) Permit History Document Date: December 17, 1986 This document printed on reuse paper - ignore any content on the reYerise Betide Facility Name: Existing Proposed O NPDES WASTE LOAD ALLOCATION ?Amu CO PAedv_(Nc, Co. (Nc. Date R . .T� io/ oo/t ..1533 Date (C�(2c(`?C, Permit ND.: COO O 2-07 ( Pipe No.: OO ( County: P4M L (CO Design Capacity (MOD): 6, 0 O Receiving Stream: B !_`( R-( V Engineer Industrial (% of Flow) : (C)C. Domestic (% of Flow) : Class: S C- 5 j A p Sub -Basin: 0 3- U 4- -( 0 Reference USGS Quad: 6j- 3 2 -AjL) (Please attach) Requestor: glz(nC�� Regional Office Lille, 26 VANDQnk(-tzE (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: Drainage Area (mi2): Avg. Streamflow (cfs): 30Q2 (cfs) 7Q10 (cfs) Winter 7Q10 (cfs) Location of D.O. minimum (miles below outfall): Velocity (fps): Kl (base e, per day): Slope (fpm) K2 (base e. oer day): Effluent Characteristics Monthly Average Comments J- ua SAAL, K ( S r►--Q.jQ Effluent Characteristics _ _ onthly _verage Reviewed By: L-8Y Comments PLOTTED Date: (z(4 7�� 3 Fir Appropriate . Dischargers, List Complete Guideline Limitations Below Effluent Characteristics Montbly erage Maximum "ly A e Comments C. , 8 8 - S s . Lt. - _ /5" NC.4-- 2-0 . o z t 2- (h")CG1 /71/ f J Type of Product Produced Lbs/Day Produced Effluent Guideline Reference • —_ ~7- - _--2 \\— s•- _;•u_' - • _ _- _ 11 — :1. • 1' ' �y �a_____d -1 4 u ti e _ • it Zion Ch )f) \1 5 nch Beach rr - VA-AJ(7 Cedar Pt / Darby 2 Point 1t a ku e�r .. _� - +1�a aa, p a / Jaya // •J.. :.._ 1 ra and oin .5. Bell Point Box Point mere(C) Petty Pt Gull (C) Skip (C) _4 • ��asssa=a_�a. cst-^ur^e_Cr l3 Mesic ( .Pbst o , dfr Wis 2 r2— Cedar Pt op (C) A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS -Final ♦� 1 During the period beginning on the effective date and lasting until expiration date, permittee is authorized to discharge from outfall(s) serial number(s).001LFish,Scallops,& Shrimp Processing Such discharges shall be limited and -moni to he_permi_ttee as specified below: ffl vent Characteristics Flow Total Suspended Solids Oil and Grease Kg/day (lbs/day) Daily Avg. Daily Max. 179(394) 519(1144) 56(124) 175(386) Discharge Limitations Monitoring Requirements Other Units (Specify) Measurement Sample Sample Daily Avg. Daily Max. Frequency type Location Quarterly Instantaneous Effluent Quarterly Grab Effluent Quarterly Grab Effluent The pH shall not'be less than 6.0 standard unilts nor greater than 9.0 standard units and shall be monitored quarterly at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in.other,than trace amounts. Request No. : 353.E WAS1 EL.SAD ALLOCATION APPROVAL FORM --------------------- Facility Name : PA ML. I CO PACKING CO. INC.-PIPE # 1 Type of Waste . ]:ND -FISH PACKING Status : EXISTING Receiving Stream : BAY RIVER Stream Class : SC--SLJ Subbasin : 030410 County : PAML.ICD Drainage Area (sc:] mi) : O. Regional Office' : WASHINGTON St_nmc-_1r 7010 (cfs) : 0. Reguestar : BRIDGES Winter- 7010 (cfs) Date of Request Average Flaw (cfs) Quad : G32NW 3002 (cfs) : RECOMMENDED EFFLUENT LIMITS Was•t:eflow (mqd) : .001 Settleable solids (mj/].): <15 pH (SU) : 6.8-8.5 Reviewed by: Recommended b Tech. Support Supervisor.. Regional Supervisor Permits & Engineering 4 _...gay/1, C fr I(9Q, Date kL i3 Date 4)0 / Date Iziyft. Date 44.0(..g 4.0I" -.._ Reference USGS Quad: (Guideline 11 Design Temp.: 7Q10 (cfs) Location of Velocity (f NPDES WASTE LOAD ALLOCATION Facility Name : 'PA-ML(C c) P,4G(1--( nS Gr Cc). { (Al c- Engineer Existing ) r PS p rscess CAD Proposed Q Permit NO.: i\ COO O2.0 ( Pipe No .: 0 0 z County: P14M L Cco Rec. 4 Date (of2q/gc,' Date 1 Design Capacity (MGD) : O. 0 0 jS ,Industrial (% of Flow) : (0 o Domestic (% of Flow) : Receiving Stream: �A 1' { t1Ei2 Class: Sc -Sw.441+P Sub -Basin: p -p¢ -( p w 2 -/J (Please attach) Requestor: �3R(TIC-T�c`5 Regional Office (A.)G-tz() ions, if applicable, are to be listed on the back of this form.) Drainage Area (mi2): Winter 7Q10 (cfs) (miles below outfall): [Cl (base e, per day): - Effluent Characteristics Monthly Average 1 arc Vm w�- TsS 0 0 3 1/(0 YI{R , Comments: Avg. Streamflow (cfs): 30Q2 (cfs) Slope (fpm) K2 (base e. per day): L-e5r Effluent r- Yonthly Characteristics t.verage Comments Reviewed By: Date: (4Q16 For Appropriate . Disdargers, List Complete Guideline limitations Below Effluent Characteristics Monthly Average Maximum Daily Average Gbmments 7 S . ZO , 0 4t/ 3(0 , 0 c(. 4-0 cFg. 40 $ , 2- ( - (b) 1 . /� L ( J " S 7�� rC4f rj 'S y�r L�%� ✓i ./ V' *1 / (c f 0/ 4 /l FA A _ 4 / Lr FA ' 7 C7 , 2\ Z CO .. y i5 _ de•4G ,75 ozr a (0(3)( ) 6 , ? B. S— 5. u , Type of Product Produced Lbs/Day Produced Effluent Guideline Reference t F 5e1 (0000 #/ _ +p C.FR 40 7 5,,b art a A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS -Final During the period beginning on .the effective date of the permit and lasting until expiration, perms ttee is authorized to discharge from outfal l (s) serial number(s) .002( Crab Processing) Such discharges shall -be limited and monitored -by-the-perms ttee as- specified -below : :ffl vent Characteristics Discharge Limitations Monitoring Requirements Kg/day (lbs/day) Other Units (Specify) Measurement Sample Sample Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency .ype Loc�on Flow Quarterly Instantaneous I or E -. Oil and Grease 0.91(2.0) 2.72(6.0) Quarterly Crab Effluent I TSS 3.36(7.4) 9.98(22.0) Quarterly Grab. Effluent The pH shall not be less than 6.0 standard units nor greater than 9.o standard units and shall be monitored quarterly at the effluent by grab samples. There shall be no discharge ..of fl oatti ng solidi or visible foam in :other •than trace amounts. Request No. :3534 --------------------- WASTELOAD ALLOCATION APPROVAL FORM Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad Wasteflow Oil and TSS pH : PAMLICO PACKING CO.,INC. : IND : EXISTING : BAY RIVER : SC -SW : 030410 : PAMLICO : WASHIWGTON : BRIDGES : : G32NW : (mgd): grease (lbs/day): (lbs/day): (SU): : Drainage Area Summer 7Q10 Winter 7Q10 Average Flow 3002 RECOMMENDED EFFLUENT LIMITS mon-avg .0015 5.5 20 day -max .0015 10 36 6.8-8.5 6.8-8.5 MONITORING Upstream (Y/N): N Location: Downstream (Y/N): N Location: FISH PROCESSING 10000#/DAY 40CFR 408 SUBPART U. Recommended by _ Reviewed by: Tech. Support Supervisor �r Regional Supervisor Permits & Engineering (sq mi) (cfs) (cfs) (cfs) (cfs) Date Date ---r-- --- 6� Date _��~�'L�� NPDES WASTE LOAD ALLOCATION Facility Name: w P/}M L1 Cv QAc_(c l,Jc5, Co. ( (nf < _ Existing 0) Proposed O Permit No .: COOo'7 c i Engineer Dat Rec. # 0-7-4- , /0 3,1/46 353S' 51nri4te Dt ccSSc`emu v I J Pipe No.: 0c1.- County: Date (3(24 (PC PA-NtLt GU Design Capacity (MGD) : Q, 0025- i Industrial (% of Flow) : 1 a Domestic (% of Flow): Receiving Stream: BM ?Ave Reference USGS Quad: 6-3 Z -4% t) Class: SC-5Ci4MP Sub -Basin: 03 -O4- - ( 0 (Please attach) Requestor: (OflI N/.C'S Regional Office Wc. tG V,¢>vve FYI e7e (Guideline limitations, if applicable, are to be listed on the back of this form,) Design Temp.: Drainage Area (mi2): 7Q10 (cfs) Winter 7Q10 (cfs) Location of D.O. minimum (miles below outfall): Velocity (fps) : Kl (base e, per day): Avg. Streamflow (cfs): 30Q2 (cfs) Slope (fpm ) K2 (base e. per day) : Effluent Characteristics Monthly Average ` ,,;�1a,x,�,ix,u,v..,, mks DMA.; comikAa 120 360 164 TS 360 110o IbslA Ok c,.e)-&.5 c,:..6-b.5 3U ,r1 j!1(/ Origi Revis Cbnfi pared By: catio 0 0 0 24A/-4, &ttLQ-8 Comments: Effluent Characteristics t .'tenthly i.verage Comments Reviewed By: Date: 1 a (I J (B (O late Dischargers, List Complete Guideline limitations Below Effluent Characteristics Nbnthly Average Maximum Daily Average Cbmnents _7 5 380 #/0 ii 60 4(4e4 .1_0 epee 40 , /2 7 (4) al 64I C'.-e4s e, a'v aVd 360 ..`/d ccsz. i /7, /z z (C) 6 3 /5-- Ale4c. 0.43 , 024 2_ (.4.3) (.. ) F. _s— s .(.4 „ _,e"/ Zype of Product Produced Erfluent Guideline Reference Lbs/Day Produced rl'Allo 10000 2%d .6.e- 4O SG► *O' .1... " ^ Request No. :3535 WASTELOAD ALLOCATION APPROVAL FORM ----------------------- Facility Name : PAMLICO PACKING CO.,INC' Type of Waste : IND Status : EXISTING Receiving Stream : BAY RIVER Stream Class : SC -SW Subbasin : 030410 County : PAMLICO Drainage Area (sq mi) : Regional Office : WASHINGTON Summer 7010 (cfs) : Requestor : BRIDGES Winter 7010 (cfs) : Date of Request : Average Flow (cfs) : Quad : G32NW 3002 (cfs) : RECOMMENDED EFFLUENT LIMITS : mon-avg day -max Wasteflow (mgd): .0025 .0025 Oil and grease (lbs/day): 120 360 TSS (lbs/day): 380 1100 PH (SU): 6.8-8.5 6.8-8.5 Upstream (Y/N): N Location: Downstream (Y/N): N Location: MONITORING SHRIMP PROCESSING. 10000#/DAY 40CFR 408 SUBPART L. Recommended by 1^ 1�4 Reviewed by: Tech. Support Supervisor Regional Supervisor __I Permits & Engineering _ 'r�� , +� Date ,Ak?/- Date 6� Date ..�u...«.._ Date NPDES WASTE LOAD ALLOCATION Facility Name: , pA.Akt._\CO FAC-1!(Ke, Co_ IA(c. Existing Proposed O Permit No.: Ke.060 207 ( Design Capacity (MGD) : 0,001 Industrial (% of Flow) : Receiving Stream: Engineer Cra 6 erac es s <.Ly Pipe No .: OC .¢ County: PA.ML(CO Date Rec. # !o I 35.3lo D-te (0! Zti (G /Ibmestic (% of Flow) : Class: sC.,-Sa,AM() Sub -Basin: 03 -Oet- - ( Reference USGS Quad: Ca - 3' Z - AJ (4 (Please attach) Requestor: P. (1) C� (,3 Regional Office (Afu F--O v,1-ND EM e7 O (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: Drainage Area (mi2): Avg. Streamflow (cfs): 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) Location of D.O. minimum (miles below outfall): Velocity (fps) : Kl (base e, per day): Slope (fpm) K2 (base e. per day) : Effluent Characteristics Monthly '� Average I,, �,,,,,_ eats Qai 3,0 C,O IlDicilA `rse- 1\. t 33 tib./ 9 c,,,&-t•s to. 6-.5 Su. Sli° - - Original Revi �• CO2Th • on pared By: Comments: on O 0 6-s)Als2CA'hi2a L-8Y Effluent Characteristics 'onthly ) .verage Comments Reviewed By: Date: IJ11a (g(.0 1Z((7% [late . Dischargers, List Complete Guideline Limitations mow Effluent Characteristics Monthly Average Maximum Daily Average Cbmments L:I35 ((,i 4'6 33,0*(1 .40 ccg_408,z2.- N O: ( €.,.1 6rr.4.s P 3.0 'Vet q , O - 7d 1-6 cP_g 4eD.R- Z Z (i) _/5- A/e4c ze ,o Z(z. (b)(3X6) , 8 --�-- c?, s S • LA . PH Type of Product Produced Lbs/Day Produced Effluent Guideline Reference Crei6 j5-0003 1 oc!e ¢08 SSprf B _46 ~ Request No. :3536 --------------------- WASTB-OAD ALLOCATION APPROVAL FORM --------------------- Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad Wasteflow Oil TSS pH PAMLICO PACKING CO.,INC., IND EXISTING BAY RIVER SC -SW 030410 PAMLICO WASHINGTON BRIDGES : G32NW Drainage Area Summer 7010 Winter 7010 Average Flow 3002 (sq mi) (cfs) (cfs) (cfs} (cfs) RECOMMENDED EFFLUENT LIMITS ------------------------- : mon-avg day -max (mgd): .001 .001 and grease (lbs/day): 3.0 9.0 (lbs/day): 11.1 33 (SU): 6.8-8.5 6.8-8.5 Upstream (Y/N): N Downstream (Y/N): N Location: Location: MONITORING CRAB PROCESSING. 15000*/DAY 40CFR 408 SUBPART B. Recommended by Reviewed by: Tech. Support Supervisor Regional Supervisor Permits & Engineering Date Date Date Date