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HomeMy WebLinkAboutNC0002071_Wasteload Allocation_19911118NPDES DOCUMENT :SCANNINe COVER SHEET NPDES Permit: NC0002071 Pamlico Packing 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: November 18, 1991 This document is; printed on reuse paper - ignore any content on the re'erse side Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: S ubbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION Pamlico Packing Company, In NC0002071 Industrial - 100% Existing Renewal Bay River SA -NSW 03-04-10 Pamlico Washington Regional Office Charles Lowe 10/4/91 G32NW Request # 6465 c.--pipe 002 1 RECEIVED WASHINGTON OFFICE Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) No compliance data available. Fish processing. r ie-� sv e5 rnai vc, ni Ivri,1. . Special Schedule Requirements and additional comments from Reviewers: '0CT221991 D. E. M. Tidal Recommended by: /i'N�Uow: Date: / 6 / S • `-, Reviewed by Instream Assessment: Regional Supervisor: Permits & Engineering: Date: Date: (07Z8/v NOV 18 1991 RETURN TO TECHNICAL SERVICES BY: 2 Existing Limits Daily Aver Daily Max. Frequency Flow 0.0015 Annual TSS 20# 36# Annual Oil and Grease 5.5# 10# Annual Recommended Limits VKov'- Daily Aver Daily Max. WQ or EL Frequency Flow (MGD): 0.0015 -� Annual TSS (fl}: 36#4220#/el W E. L..A Oil and Grease (fttf& 5.5#/4i 10#'d -WQ Annual pH (SU): 6.8-8.5 WQ Annual Limits Changes Due To: Parameter(s) Affected Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow New pretreatment information Other (onsite toxicity study, interaction, etc.) X Parameter(s) are water quality limited For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent l Limitations for additional dischargers within this portion of the watershed. OR No parameters are water quality limited, but this discharge may affect future allocations. v 3 INSTREAM MONITORING REQUIREMENTS Upstream Location: Downstream Location: Parameters: Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No If 9o, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Wasteload sent to EPA? (Major) (Y or N) (If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old assumptions that were made, and description of how it fits into basinwide plan) Additional Information attached? (Y or N) If yes, explain with attachments. Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION Request # 6466 Pamlico Packing Company, Inc. --pipe 003 NC0002071 Industrial - 100% Existing Renewal Bay River SA -NSW 03-04-10 Pamlico Washington Regional Office Charles Lowe 10/4/91 G32NW RECEIVED WASHINGTON OFFICE Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) No compliance data available. Shrimp processing. t2e q j g-n. - i 5 rytoa' 2 .%r&ktt meY c�o`k Jiff C 4 5 Special Schedule Requirements and additional comments from Reviewers: 0CT2 2 19CiI D.r- M. Tidal Recommended by: ‘YA-Let.A.:-. (� Reviewed by Instream Assessment: Regional Supervisor: Permits & Engineering: Date: M • lS • q / Date: /Dh7A/ 10-1// Date: f0 726'7I/ RETURN TO TECHNICAL SERVICES BY: N aV 8 11 2 Existing Limits Daily Aver Daily Max. Frequency Flow 0.0025 Annual TSS 380# 1100# Annual Oil and Grease 120# 360# Annual Recommended Limits •I ft Aver Daily Max. WQ or EL Frequency Flow (MGD): 0.0025 -EL— Annual TSS (mg/1): 3804/ 1100o WQ€L Annual Oil and Grease.( 12 el 360# d € W L- Annual pH (SU): 1 6.8-8.5 WQ Annual Limits Changes Due To: Parameter(s) Affected Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow New pretreatment information Other (onsite toxicity study, interaction, etc.) X Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluenthmitations for additional dischargers within this portion of the watershed. OR No parameters are water quality limited, but this discharge may affect future allocations. 3 INSTREAM MONITORING REQUIREMENTS Upstream Location: Downstream Location: Parameters: Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Wasteload sent to EPA? (Major) (Y or N) (If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old assumptions that were made, and description of how it fits into basinwide plan) Additional Information attached? (Y or N) If yes, explain with attachments. Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION Request # Pamlico Packing Company, Inc. --pipe 004 NC000207 1 Industrial - 100% Existing Renewal Bay River SA -NSW 03-04-10 Pamlico Washington Regional Office Charles Lowe 10/4/91 G32NW Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) No compliance data availaple. Crab processing. qi c9-vL • —Mote WASH RECEID NGTON OFFICE 6467 '0CT2 2 1991 Stream Characteristic: USGS # Date: Drainage Area (mi2): Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): Special Schedule Requirements and additional comments from Reviewers: b.ENA. Tidal iN) Recommended by: Reviewed by Instream Assessment: Regional Supervisor: Permits & Engineering: RETURN TO TECHNICAL SERVICES BY: Date: /l7/I Date: / (9/2_60( Date: 1/0%,9/// NOV 1S 1991 2 Existing Limits Daily Aver Daily Max. Frequency Flow 0.001 Annual TSS 11.1# 33# Annual Oil and Grease 3.0# 9.0# Annual Recommended Limits Daily Aver Daily Max. WQ or EL Frequency Flow (MGD): 0.001 eliE• Annual TSS : 11.1#/d 33#/cI *IQ EL Annual Oil and Grease ( 3.0#/d 9.0#/c1 WQ L.. Annual pH (SU): 6.8-8.5 WQ Annual Limits Changes Due To: Parameter(s) Affected Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow New pretreatment information Other (onsite toxicity study, interaction, etc.) X Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. OR No parameters are water quality limited, but this discharge may affect future allocations. 3 INSTREAM MONITORING REQUIREMENTS Upstream Location: Downstream Location: Parameters: Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Wasteload sent to EPA? (Major) (Y or N) (If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old assumptions that were made, and description of how it fits into basinwide plan) Additional Information attached? (Y or N) If yes, explain with attachments. NPDES WASTE LOAD ALLOCATION 3 vo PERMIT NO.: NC0002071 PERIViITTEE NAME: FACILITY NAME: Pamlico Packing Company, Inc. Pamlico Packing Company, Inc. Facility Status: Existing Permit Status: Renewal Major Minor �l Pipe No.: 002 Design Capacity: 0.0015 MGD Domestic (% of Flow): 0 % Industrial (% of Flow): 100 % Comments: Fish processing n v 2 c' t ot RECEIVING STREAM:Bay R. Class:W ,5-0 — Sub -Basin: 3 0- Reference USGS Quad: G 32NW County: Pamlico Regional Office: Washington Regional Office Previous Exp. Date: 3/31/92 Treatment Plant Class: Classification changes within three miles: Almost in Vandemere Creek - SC-Sw-NSW. (please attach) Requested by: Charles M. Lowe Date: 10/4/91 Prepared by: / Date: Reviewed by: Date: -8oDu. Modeler Date Rec. Drainage Area (mi2 ) (p4'5 Avg. Streamflow (cfs): F S 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) Acute/Chronic Toxicity Limits: IWC % Instream Monitoring: Parameters Upstream Location Downstream Location Effluent Characteristics Kser - y,_3, BOD5 (mg/1) NH3-N (mg/1) D.O. (mg/1) TSS - old *Pb �4, 1/4 F. Col. (/100 ml) pH (SU) 6—a/6 re_ e- S:6- */.A 4hol_ - \ i.10 Com ntsa Nr C r-cO -s S-« �,tr•� `s r FOR APPROPRIATE DISCHARG RS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW p. / Effluent Characteristics z� IN Monthly Average Type of Product Produced &. i) /'6('r)c'r: Daily Maximum /b S to Comments Lbs/Day Produced Effluent Guideline Reference 10, 000 A. (4. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s).002 - Fish Processing Such discharges shall be limited and monitored by the permittee as specified below: fluent Characteristics lbs/day Daily Avg. Daily Max, Flow Total Suspended Residue Oil and Grease v` r 01 �O The pH shall not be less than 6.8 standard units nor and shall be monitored greater than 8.5 standard units annually at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amount s. 20.0 36.0 5.5 10.0 *Sample location: E - Effluent Discharge Limitations Monitoring Requirements Other Units (Specify) Measurement Sample * Sample Daily Avg. Daily Max. Frequency -Type- Location 0.0015 MOD Annually Instantaneous E Annually Grab E Annually Grab E Cash Corner BM t-;Mt Zion Ch f - o i II w`1l� 1 ii ,r1 r all 1 s isc Pete><s raf` yar �C d Pt " h1 n`� �, ear oin / �, r' \� �_ St James ii rug Ch L , -'T " Vandemere /x,ti. / ��. i r) `� ' °o Piles J 7 ,1• l \_J�\ „ —.\) Windmill i� Point Cr64 Smith Cr Point 5 • Cr seeks Poorhouse Pt Near (C) Parch Corn Bay /z i" /AHorton (C) Darby Point �ANtIW .TA p:. e Mt Olive ;c- .Ch BM 5 c. x4 -i=sEFlFooD� ( t :r ...: 1221 hod' Box Pointer Mere (C) L' ' Light (C) A Bell Point fight (,) i II Petty Pt o Gull (C) Skip(C) !3 Mesic (C) Q'Dun (C) , Wise Pt 3 3896 "95 - 'R93 10' NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0002071 PERMTTTEE NAME: Pamlico Packing Company, Inc. FACILITY NAME: Pamlico Packing Company, Inc. Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 003 Design Capacity: 0.0025 MGD Domestic (% of Flow): 0 % Industrial (% of Flow): 100 % Comments: Shrimp processing 3 <ri r RECEIVING STREAM: B Riveri C1ass:_SA= ISNAT-- Se—ivsw Sub -Basin: 03-04-10 Reference USGS Quad: G 32 NW County: Pamlico Regional Office: Washington Regional Office (please attach) Previous Exp. Date: 3/31/92 Treatment Plant Class: Classification changes within three miles: Almost in Vandemere Creek - SC-Sw-NSW. Requested by: �/ Charles M. Lowe Date: 10/4/91 Prepared by: 'ray ui. 1 Date: /e . z . gi Reviewed by: Date: Modeler Date Rec. # A) 1-6 101 11 61t 64(plo Drainage Area (mi2 ) Avg. Streamflow (cfs): 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) Toxicity Limits: 1WC % Acute/Chronic Instream Monitoring: Parameters Upstream Location Downstream Location Effluent Characteristics f� v, ,�, BOD5 (mg/1) , NH3-N (mg/1) D.O. (mg/1) TSS ( 2)73'Z5 4k I 1 ? tt oo 4-/ F. Col. (/100 ml) pH (SU) (p, 8= , S- p;\ l r ca.S-c__, 1.2 0 * A, 3 c.. e 4 ig..4„,t Com7nts: FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics • Monthly Average Daily Maximum Comments / - //o0 /,‘_c ()a ''ib 2/0e. 120 c:ve/)/g1 - /2_D /L - / t /) .- -4. '.. 1C1)1 S % CP 'A by ‘,.- • 3 eft 4.4 f _. ! /1 Type of Product Produced /4k0 1,-16 Lbs/Day Produced /0,00d Effluent Guideline Reference A. (3). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s).003 - Shrimp Processing Such discharges shall be limited and monitored by the permittee as specified below: luent Characteristics lbs/day Daily Avg. Daily Max. Flow Total Suspended Residue 380.0 1100.0 Oil and Grease 2 � M CA t *Sample location: E - Effluent r % "` 01 niti ' � 3 1 "T CNJ 00 120.0 360.0 Discharge Limitations Monitoring Requirements Other Units (Specify) Measurement Sample * Sample Daily Avg, Daily Max. Frequency hype Locat on 0.0025 MGD Annually Instantaneous E Annually Grab E Annually Grab E The pH shall not be less than 6.8 standard units nor greater than 8.5 standard units and shall be monitored annually at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0002071 PERNIITTEE NAME: FACILITY NAME: Pamlico Packing Company, Inc. Pamlico Packing Company, Inc. Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 004 Design Capacity: 0.001 MGD Domestic (% of Flow): 0 % Industrial (% of Flow): 100 % Comments: Crab processing Z f- RECEIVING STREA4ay R.r Class: SC"' Sub -Basin: 03-04-10 Reference USGS Quad: G 32 NW County: Pamlico Regional Office: Washington Regional Office (please attach) Previous Exp. Date: 3/31/92 Treatment Plant Class: Classification changes within three miles: Almost in Vandemere Creek - SC-Sw-NSW. Requested by: Charles M. Lowe Date: 10/4/91 Prepared by: Date: Reviewed by: Date: "boDb C L- — Modeler Date Rec. Ai Drainage Area (mil ) to Net (,4(,1 Avg. Streamflow 7Q10 (cfs) Winter 7Q10 (cfs) Toxicity Limits: IWC % Instream Monitoring: 30Q2 (cfs) Acute/Chronic Parameters Upstream Location Downstream Location Effluent Characteristics , , t , . BOD5 (mg/1) NH3-N (mg/1) D.O. (mg/1) TSS Yt.k 4' ! 13 AO F. Col. (/100 ml) PH (SU) G . Sr - 5 4 et )/441 r.e_gz-vz_ 3. 0 i 4 el i 461 e-L) ents •JLSLS i,�. hA C v-e -si s scs tiwA4 11-J ij FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics• Monthly Average Daily Maximum Comments • /j—C * //. / /d s gT O /s 440 c,-r Z/r)g, (L- (. As,-- cf,0/iS• 30// .Ze:) day - `) 4- • • '07". . ci. t 57 Type of Product Produced • ( .(r)<' PQr>Strl6_ Lbs/Day Produced Effluent Guideline Reference 1 A. (4). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge from outfall(s) serial number(s). 004 - Crab Processing Such discharges shall be limited and monitored by the permittee as specified below: fluent Characteristics Discharge Limitations Monitoring Requirements lbs/day Other Units (Specify) Measurement Sample * Sample Daily Avg. baily Max. Daily Avg. Daily Max. Frequency e Locat on Flow Total Suspended Residue 11.1 33.0 Oil and Grease 3.0 9.0 *Sample location: E - Effluent 0.001 MG1) Annually Instantaneous E Annually Grab E. Annually Grab E The pH shall not be less than 6•8 standard units nor greater than 8•5 standard units and shall be monitored annually at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. TO: Permits and Engineering Unit Water Quality Section Date October 8, 1991 RECEIVED OCT 211991 StWf'UR% BRA,CH NPDES STAFF REPORT AND RECOMMENDATIONS County Pamlico Permit No. NC 0002071 PART I - GENERAL INFORMATION 1. Facility and Address:Pamlico Packing Company P.O. Box 308 Vandemere, N.C. 28587 2. Date of Investigation: 9-10-91 3. Report Prepared by: Patrick Towell 4. Persons Contacted and Telephone Number: Mr. Doug Cross 919-745-3688 5. Directions to Site: Located at terminus of NC 307 in Vandemere, N.C. 6. Discharge Point(s), List for all discharge points: Latitude: 35 11' 00" Longitude: 76_39'_40" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No.R-15-p_ U.S.G.S. Quad Name Vandemere 7. Size (land available for expansion and upgrading): None 8. Topography (relationship to flood plain included): Flat; aprox. 5 feet above sealevel 9. Location of nearest dwelling: 500 feet NPDES Permit Staff Report Version 8/91 Page 1 10. Receiving stream or affected surface waters: a. Classification: SC b. River Basin and Subbasin No.: Neuse 03-03-07 c. Describe receiving stream features and pertinent downstream uses: Bay River is used for boating and fishing both commercial and recreational. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Type of wasteater: 0 % Domestic 100 % Industrial a. Volume of Wastewater: 0.006 MGD (Design Capacity) b. Types and quantities of industrial wastewater: Crab, Fish, and Shrimp processing and packing c. Prevalent toxic constituents in wastewater: NA d. Pretreatment Program (POTWs only): in development approved should be required not needed X 2. Production rates (industrial discharges only) in pounds per day: a. Highest month in the past 12 months:10,0001bs/day b. Highest year in the past 5 years:15,000 lbs/day 3. Description of industrial process (for industries only) and applicable CFR Part and Subpart: 001-Na,002-40CFR 408.21, 003-40CFR 408.12, 004-40CFR 408.20 4. Type of treatment (specify whether proposed or existing):Existing screens over discharge pipes. 5. Sludge handling and disposal scheme: solids are hauled to landfill 6. Treatment plant classification (attach completed rating sheet): NA SIC Code(s): 2092 7. Wastewater Code(s): Primary 25 Secondary a0 Main Treatment Unit Code: 0 00 0 0 NPDES Permit Staff Report Version 8/91 Page 2 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds (municipals only)? NA 2. Special monitoring requests: At least semi-anually for all discharge points. 3. Additional effluent limits requests: None 4. Other: None PART IV - EVALUATION AND RECOMMENDATIONS It is recommended that this facility have its NPDES permit renewed for a period of five (5) years. There shall be no discharge of fish offal or shrimp heads into the waters of the state. Signature of report preparer Water Quality Regional Supervisor M1w A Date NPDES Permit Staff Report Page 3 die . 40,....1%. ‘.. it i ,.... • -„, a - • 4I, Ns , •••. , ..• I 1--. . . .../ . • - •• . S• ... "...4.4.. .! 1* 11 . • . N, N., 1 i ..,. ' *J. 1... •-. • • • . II /7/- 4 ...: -.-4---_ '... • I-. - .. - ..7..: • ...."'-- ' -7 - .r.-7;4‘, ''. . • 4t 4 • A. -N : I .. Mt Olive • . •..\\ ...'..--* ..--• ': V A A r 4. 4.; • , . . .-.--s. -4,-.z • ..--,-.....t .. • Ch II c.• • J-, • ,....4•,... _ --.-.• • _4, • ...• w• , 43145 . .4 i :..., , • ... 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Darby_ j -4•N's. # i 4,-1 ill,... g. •.. • C.h -.-....-......- -_, .. ---.• -,., -- ....r ..* Point . .4- ..4if . ,. . .. / Jai andemere . ... -.....• / ‘ ..v, • , i . • ....ytmai'itne 4'4 _ /4 • - • ../.• . l. A. . f -. ••-, il ,l'i 8Piles . • /- &___)\ • ‘• • ...5' . ' e---1 \ il ‘‘ .0. .„ , ....../1 . . , -..• • %-, e• • , • • . •..-/ ..,4 ,," ...sj •,1: • . • I V' .."‘. .4 . - • I t t ' • ti- ; ,--) Windmill ..., . L..a.- "..;;,. v.-/ : Point • t.- - ?Smith Cr---------" . Point". $ a a t Zion Ch STA bert Pt • 9 4 ‘.% Poorhouse Pt a Near (C) Parch Corn Bay •J P.7 139/77G/ea R (9C • P /OE 2 t (C) Bell Point Light e • • #sic or• $te- rt. 4 X.• 2 4.4 ctv • ••7' (An Box PointA mere (C) 9 ••••