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Home My WebLink AboutNCS000174_OTHER_20071129STORMWATER DIVISION CODING SHEET PERMIT NO. DOC TYPE NC,C,;Ip ooc ❑ FINAL PERMI' ❑ MONITORING ❑ APPLICATION COMPLIANCE .OTHER ❑ 200-7 112 yKAWirl I LTA I L Select Iletnenl Occurrence Wage I of I Select Elernent Occurrence(s) Found 27 Element Occurrence(s) Select I Details EO ID Scientific Name EO Common Name Date Last EO EO State Protection Federal Protection State Nb Observed Rank Accuracy Rank Status Status r YJAW 12176 Acipenser 2 Shortnose 1993 B Medium E E SS brevirostrum Sturgeon r View 11105 Alligator 54 American 1979_06 E T T(S/A) S3 mississippiensis Alligator r View 9860 Ambystoma 28 Mabee's 1971-03 H Low SR S3 mabeei Salamander Corynorhinus Rafinesque's View 24390 rafinesquii 52 Big -eared Bat - U Very Low T FSC 53 macrotis Coastal Plain Subspecies Crocanthemum Carolina 1956-04- Global Rank G3 G5 G4 G3G4TNR View 16782 carolinianum I Sunrose 26 H Very Low SR-P S1 G4 r View 1462 Crocanthemum 4 Carolina 1958-04- H Very Low SR-P S1 G4 carolinianum Sunrose 20 r View 501 Deirochelys reticularia 18 Chicken Turtle 1963-06 H Low SR S3 G5 I• View 22454 sp. 7 A Witch Grass 0406-OS- H Unknown SR-L S2 G2G3 9ichanthelium r View 13292 Helisoma 1 Greenfield 1908 X Very Low E FSC Sl G1Q eucosmium Rams -horn r View I3516 Heterandria formosa 4 Least KiRlfish 14907 E Very Low SC 52 G5 View 16641 Heterodon simus S2 Southern 1976 E Very Low SC FSC 52 G2 Hognose Snake F View 7090 Heterodon simus 53 Southern 1977-06 E Low Sc FSC 52 G2 Hognose Snake I View 16864 Himantopus 8 Black -necked 1987 C Low SR 520 GS mexicanus stilt F View 15012 Lanius ludovicianus 28 Loggerhead Shrike Very Low SC 530,53N G4 View 3746 Malaclemys Carolina terrapin centrata 27 Diamondback Sc S3 G4T4Q Terrapin r Yit1w 9291 Masticophis 42 Coachwhip 1964-ID H Low SR S3 GS flagellum r VjCW 5838 Masticophis flagellum 43 Coachwhip 1968-09 H Very Low SR S3 G5 r View 21790 Myotis 33 Northern Long- 1994- E Very Low SC S3 G4 septentrionalis eared Myotis Post r View 1912 Pseudacris 9 Ornate Chorus 1966-02 H Very Low SR S3 GS ornata Frog r View 17189 Rana caplto 2 Carolina Gopherfro 1466-02 H Very Low T FSC S2 G3 g f View 900 Rana capita 46 Frorgglina Gopher 2969-07 H Low T FSC S2 G3 I' View 4970 Regina rigida 13 Glossy Crayfish 1974-07 H Low SR 5253 G5 Snake (— View 3447 Sagittarla 22 Grassleaf 2002-04- D SR-T FSC 52 GST2 weatherbiana Arrowhead 24 r View 2910 Seminatrix 8 Black Swamp 1967 H Very Low SR S2 G5 pygaea snake • View 10490 Seminatrix 9 Black Swamp 1979 E Very Low SR 52 G5 pygaea Snake r View 7892 Trichechus 31 West Indian 1994.07- D Low E E SIN G2 manatus Manatee 07 • View 22 Utrlcularia 6 Dwarf 1972-10 H Very Low T S2 G4 olivacea Bladderwort I Sviect All Zoom to Record http://nhpweb.enr.state.nc.us/nhis/partner/forms/eo/eo_py_eo_select.phtm 17show0nMap... I I /29/2007 CAPE FEAR River Basin Subbasin 03-06-17 Assessment Impaired Year Waterbody and Description Unit (AU) Class Subbasin Use Listed Category and Reason for Listing Potential Source(s) Miles or Acres CAPE FEAR RIVER 18-(63)a C Sw 03-06-17 5 3.8 FW Allies From raw water supply intake at Federal Paper Board corporation (Riegelwood) to O 1998 6 Impaired biological integrity Unknown Bryant Mill Creek FC 2006 5 Fish Advisory- Mercury CAPE FEAR RIVER 18-(71)a SC 03-06-17 5 5.616.7 S acres From upstream mouth of Toomers Cr. to a line across the river Between Lilliput AL 1998 5 Standard violation: Low Dissolved Unknown Creek and Snows Cut Oxygen AL 2006 5 Standard violation: Low pH 03-06-17 5 769.2 S acres CAPE FEAR RIVER 18487.5)a SA HOW Prohibited area north of Southport Restricted Area and west of ICWW in Cape Fear SH 2O06 5 Shellfish harvesting closure Fecal Unknown River coliform CAPE FEAR RIVER 18-(87.5)c SA HOW 03-06-17 5 322.6 S acres Prohibited area south of Southport Restricted Area SH 2O06 5 Shellfish harvesting closure- Fecal Unknown coliform CAPE FEAR RIVER 18-(87.5)d SA HOW 0346-17 5 17.7 S acres Prohibited area east of ICWW in Cape Fear River SH 2O06 5 Shellfish harvesting closure: Fecal Impervious Surface coliform Coward Creek 18.88-9-2-&l SA HOW 03-06-17 5 5.9 S acres From source to Molasses Creek SH 2O06 5 Shellfish harvesting closure: Fecal Unknown coliform Dents Creek 1MB41-2-3 SA HOW 03-06-17 5 34.2 S acres From source to Intracoastal Waterway SH 2O06 5 Shellfish harvesting closure: Fecal Unknown coliform Dutchman Creek 18-88-9-3-(2.5) SA HOW 03-06-17 From CP&L Discharge Canal to Intracoastal Waterway Dutchman Creek Outlet 18-88-9.3-3 SA HOW 03-06-17 Channel From Intracoastal waterway to Dutchman Creek SH 7 2006 7 Shellfish harvesting closureFecal Unknown coliform 7 SH 2O06 7 Shellfish harvesting closure: Fecal Unknown coliform 75.8 S acres 78.3 S acres North Carolina 303(d) List- 2006 Tuesday, June 19. 2007 CAPE FEAR Basin 03-06-17 Page 19 of 125 NC State Ports Directory - Corporate Staff and Ports Management Page 1 of 1 Corporate Staff and Ports Management Corporate Staff at Wilmington P.O. Box 9002 (28402) 2202 Bumett Boulevard Wilmington, NC 28401 Telephone: 910-763-1621 1-800-334-0682 1-800-336-2405 FAX: 910-763-6440, 24-hour service www nr_p0rt5 coin husdev@ncports Corn Executive Tom Eagar - Chief Executive Officer Dennis Myers - Assistant Attorney General Jeri Schuunnan - Executive Administrative Assistant Communications Karen Fox - Director Susan Clizbe - Manager, Communications Susan Pridgen - Information & Publications Specialist Linda Wnghl - Administrative Assistant Government Relations Rita Harris - Director, Govemment Relations Administration Rick Koch - Vice President Human Resources Amanda Bryant - Human Resources Consultant - Port of Morehead City Chris Newton - Organizational Development Specialist Lori MoKoy - Human Resources Manager - Port of Wilmington Information Technology Matt Peterson - Information Officer Jeff Silance - Communications! PC Support Manager Donne Wilson - Applications Development Manager Materials Management John Robinson - Materials Manager Nelson Conger - Purchasing Agent Finance Jeffrey Strader - Chief Financial Officer Ed Church - Real Estate Manager Terry Dail - Accounting Supervisor June Hickman - Controller Janet Rail - Financial Analyst Catherine Simmons - Payroll Systems Manager Jeanie Wilson - Accounts Payable I Receivable Supervisor Business & Economic Development Glenn Carlson - Vice President Bill Fox - Key Accounts Manager Sarah Gaillard - Director, Container Logistics Tom Guthrie - Global Account Executive Steve Haynes - Director, Commodity Marketing & Sales Lance Kenworthy - Customer Service Coordinator Jason Smith - Business Development Analyst Gary Winstead -Account Executive Jimmy Yokeley - Director, Distribution Services Operations Jeff Miles - Chief Operating Officer Robert Dawson - Manager, Charlotte Inland Terminal Engineering a Maintenance Mark Blake -Director Jeff Bellows - Facility Maintenance Manager John. ben�LQy - Manager, Contracts & Design Too alton - Environmental Specialist Safety & Security Doug Campen - Director Ryan Gay - Safety Officer Donnie Long - Police Captain, Pori of Wilmington Robert Jones - Police Lieutenant - Port of Morehead City Ricky Tharrington - Security Technology Specialist Port of Morehead City Rex Edwards - Director, Business Development & Port Operations (Business Development at Morehead City) Bill Guthrie - Manager, Facility & Equipment Maintenance Perri Tosto - Manager, Cranes Operation 1 Maintenance Debra Winfrey - Manager, General Cargo Operations Port of Wilmington Steve Jackson -Manager, General Cargo Operations Donna Jones - Manager, Container Operations Walter Taylor - Manager, Cranes & Heavy Lift Equipment Port Planning & Development Bill Bennett - Vice President Stephanie Ayers - Manager, Planning & Development http://www.ncports.com/web/ncports.nsf/a5e75a4ee8d2dc8O8525666aOO5c2487/e332dOf... 1 1 /30/2007 Page 1 of l Shpyvd Wvd To H PORT OF W ILMINGTON, `° "�r="'"` "21' IgMTways a21. r�• 78. Norm Gala NORTH CAROLINA I `° as 17, 74, 76, i•9!iarld Id0 General Cargo GSM Entrance . _ �°^•r r SLIVSET PARK �.,•''� ^ `',�, N.C-5 PA Propo 96 AC A fps c x • '� �.512 SM s rl T.HEaDPIER I h RfrTrH •iRERrlfl 6EFTH r aEP 2 88 WH 9 BEP[TFi • BEi{tH 5 9ECONTAfTM B EI BERTH B AINEASHIP BERTHS N CAPE FEAR RNER M.L.L,VY - Moon Lower Low Walor ■ Adfrrrnstra1rvW0ffica TrannI Shad SF = Sgrare Feet Available For Davolaprnonl ■ Warohouco SM Sq.iare Meters Cargo Shonor L7 wood Ch,q% Storage LF = Linear Feet M a mulum Corrarnoro _ NGSPA Property Line AC Acres Oyn`i $foitl�u ® C1 Iv UtOW CVII[W &LA = Se nrrrrprovel Area N.C.S PA RCA . Paved Container Storage TOM a Tta ler On Flat Car C.t7F.C, w Cuulrslnui Ori FW: Car http:Hwww.ncports.comlwebincports.nsf/9c2Od4ea8561494b852566ad0067de2l l$View... 11 /29/2007 4:� 1-?/03/2007 MON 8:51 FAx 910 790 2334 NCSPA Engineering Dept. U001/002 North Carolina State Ports Authority Engineering '& Maintenance Department NOR"PH GAROLIA. PORTS. ailin . P.O. Box 9002 Wilmington, NC 28402 hS ippjng• 2202 Burnett Blvd Wilmington, NC 28401 Facsimile Transmission Fax # 910-251-5686 DATE: (2 / I� TO. l �rRr f�Csor.� FIRM: D 1,J 6Z ift[ROW@ DEC FAX #: 9/ � 23 3 i FROM: cy/_G,)Al'/4 9/05 / 5--i� 76 Re: S e3 WE ARE TRANSMITTING Z PAGE(S), INCLUDING COVED .SHEET. IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL AS SOON AS POSSIBLE. Telephone ,ft Tammy Gargon 251.5687, Carol King 251.5680, John Lenfestey 251.5673, Steve Minor 251-5677, David Leggett 251.5679, Jeff Bellows 343.6243, Jean Speight 343-6497, Bernie Blake 343.6478, Todd Walton 251-5678, Barry Addertion 251-5676, Mark Blake 251.5674 r I -If 1.2103/2001 MON 8'. 51 PAX 910 790 2334 NOSPA Engineering Dept. PAVED CONTAINER ISTORAGE .Y' i r 20 BERTH 9 TFUIL OUTFALL 19 kGE , :AREA=46.9 AC. DRAINAGE AREA=5.0 AC. )US AREA=39,9 AC. IMPERVIOUS AREA=5.0 AC. 3ERVIOUS = 85% % IMPERVIOUS = 100% TFALL 45 OUTFALL S AGE AREA=13.8 AC, DRAINAGE AREA=22.0 AC. )US AREA=13.3 AC. IMPERVIOUS AREA=19.2 AC. "ERVIOUS = 967 7. IMPERVIOUS = 877. LEGEND DRAINAGE AREA — — — — — — — — PROPERTY LINE RAILROAD TRACK STORM DRAINAGE PIPE STORM DRAINAGE INLET STORM DRAINAGE MANHOLE DRAINAGE DITCH DRAINAGE STRUCTURE NUMBER SAMPLE LOCATION POTENTIAL POLLUTANT SOURCE (FVM TO SE00H W OF STMMATER POLLUTION PREVENTION PLAN) '919 -733- 9(ol?- 0: < W z o z w rn z 4 < C3 0 Z 3� V) CL <a. < w 0 w x 0 6 cn z 0 En .F. d z 092/002 Proposed 2006 MSGP Part 4 - Sector -Specific Requirements for Industrial Activity Subsection Q - Sector Q - Water Transportation Q.1 Covered Stormwater Discharges. The requirements in Subsection Q apply to stormwater discharges associated with industrial activity from Water Transportation facilities as identified by the Activity Code specified under Sector Q in Table D-I of Appendix D of the permit. Q.2 Industrial Activities Covered by Sector Q. The requirements listed under this part apply to stormwater discharges associated with the following activities Q.2.1 water transportation facilities classified in SIC Code Major Group 44 that have vehicle (vessel) maintenance shops and/or equipment cleaning operations, including Q.2. i .l water transportation industry, including facilities engaged in foreign or domestic transport of freight or passengers in deep sea or inland waters; Q.2.1.2 marine cargo handling operations; Q.2.1.3 ferry operations; Q.2.1.4 towing and tugboat services; and Q.2.1.5 marinas. Q.3 Limitations on Coverage. Q.3.1 Prohibition ofNon-Stormwater Discharges. (See also Part 1.2.4) Not covered by this permit: bilge and ballast water, sanitary wastes, pressure wash water, and cooling water originating from vessels. Q.4 Stormwater Pollution Prevention Plan (SWPPP) Requirements. In addition to the following requirements, you must also comply with the requirements listed in Part 2 of the permit. Q.4.1 Drainage Area Site Map. (See also Part 2.1.2) Identify where any of the following may be exposed to precipitation or surface runoff: fueling; engine maintenance and repair; vessel maintenance and repair; pressure washing; painting; sanding; blasting; welding; metal fabrication; loading and unloading areas; locations used for the treatment, storage, or disposal of wastes; liquid storage tanks; liquid storage areas (e.g., paint, solvents, resins); and material storage areas (e.g., blasting media, aluminum, steel, scrap iron). Part 4 — Sector Q 125 Proposed 2006 MSGP Q.4.2 Summary of Potential Pollutant Sources. (See also Part 2.1.4) Describe the following additional sources and activities that have potential pollutants associated with them: outdoor manufacturing or processing activities (e.g., welding, metal fabricating) and significant dust or particulate generating processes (e.g., abrasive blasting, sanding, painting.) Q.4.3 Good Housekeeping Measures. (See also Part 2.1.5.1) Q.4.3.1 Pressure Washing Area. If pressure washing is used to remove marine growth from vessels, the discharge water must be permitted by a separate NPDES permit. Describe the following in the SWPPP: the measures to collect or contain the discharges from the pressures washing area, the method for the removal of the visible solids, the methods of disposal of the collected solids, and where the discharge will be released. Q.4.3.2 Blasting and Painting Area. Implement and describe measures to prevent spent abrasives, paint chips, and overspray from discharging into the receiving water or the storm sewer systems. Consider containing all blasting and painting activities or use other measures to prevent or minimize the discharge of the contaminants (e.g., hanging plastic barriers or tarpaulins during blasting or painting operations to contain debris). When necessary, regularly clean stormwater conveyances of deposits of abrasive blasting debris and paint chips. Detail in the SWPPP any standard operating practices relating to blasting and painting (e.g., prohibiting uncontained blasting and painting over open water or prohibiting blasting and painting during windy conditions, which can render containment ineffective). Q.4.3.3 Material Storage Areas. Store and plainly IabeI all containerized materials (e.g., fuels, paints, solvents, waste oil, antifreeze, batteries) in a protected, secure location away from drains. Implement and describe measures to prevent or minimize the contamination of precipitation or surface runoff from the storage areas. Specify which materials are stored indoors, and consider containment or enclosure for those stored outdoors. If abrasive blasting is performed, discuss the storage and disposal of spent abrasive materials generated at the facility. Consider implementing an inventory control plan to limit the presence of potentially hazardous materials onsite. Q.4.3.4 Engine Maintenance and Repair Areas. Implement and describe measures to prevent or minimize the contamination of precipitation or surface runoff from all areas used for engine maintenance and repair. Consider the following (or their equivalents): performing all maintenance activities indoors, maintaining an organized inventory of materials used in the shop, draining all parts of fluid prior to disposal, prohibiting the practice of hosing down the shop floor, using dry cleanup methods, and treating and/or recycling stormwater runoff collected from the maintenance area. Q.4.3.5 Material Handling Area. Implement and describe measures to prevent or minimize the contamination of precipitation or surface runoff from material Part 4 — Sector Q 126 Proposed 2006 MSGP handling operations and areas (e.g., fueling, paint and solvent mixing, disposal of process wastewater streams from vessels). Consider the following (or their equivalents): covering fueling areas, using spill and overflow protection, mixing paints and solvents in a designated area (preferably indoors or under a shed), and minimizing runoff of stormwater to material handling areas. Q.4.3.6 Dryclock Activities, Describe your procedures for routinely maintaining and cleaning the drydock to prevent or minimize pollutants in stormwater runoff. Address the cleaning of accessible areas of the drydock prior to flooding, and final cleanup following removal of the vessel and raising the dock. Include procedures for cleaning up oil, grease, and fuel spills occurring on the drydock. Consider the following (or their equivalents): sweeping rather than hosing off debris and spent blasting material from accessible areas of the drydock prior to flooding and making absorbent materials and oil containment booms readily available to clean up or contain any spills. Q.4.3.7 General Yard Area. Implement and describe a schedule for routine yard maintenance and cleanup. Regularly remove from the general yard area scrap metal, wood, plastic, miscellaneous trash, paper, glass, industrial scrap, insulation, welding rods, packaging, etc. Q.4.4 Preventive Maintenance. (See also Part 2.1.5.3) As part of your preventive maintenance program, perform timely inspection and maintenance of stormwater management devices (e.g., cleaning oil and water separators and sediment traps to ensure that spent abrasives, paint chips, and solids will be intercepted and retained prior to entering the storm drainage system), as well as inspecting and testing facility equipment and systems to uncover conditions that could cause breakdowns or failures resulting in discharges of pollutants to surface waters. Q.4.5 Inpections. (See also Part 2.1.5.5) Include the following in all monthly inspections: pressure washing area; blasting, sanding, and painting areas; material storage areas; engine maintenance and repair areas; material handling areas; drydock area; and general yard area. Q.4.6 Employee Training. (See also Part 2.1.5.6) As part of your employee training program, address, at a minimum, the following activities (as applicable): used oil management, spent solvent management, disposal of spent abrasives, disposal of vessel wastewaters, spill prevention and control, fueling procedures, general good housekeeping practices, painting and blasting procedures, and used battery management. Q.4.7 Comprehensive Site Compliance Evaluation. (See also Part 3.1) Conduct regularly scheduled evaluations at least once a year and address areas contributing to a stormwater discharge associated with industrial activity (e.g., pressure washing area, blasting and sanding areas, painting areas, material storage areas, engine maintenance and repair areas, material handling areas, and drydock area). Inspect these sources for evidence of, or the potential for, pollutants entering the drainage system. Part 4 — Sector Q 127 Proposed 2006 MSGP Q.5 Monitoring and Reporting Requirements. (See also Part 3 of the permit.) Table Q-1. Sector -specific Numeric Effluent Limitations and Benchmark Monitoring Subsector (Discharges may be subject to requirements for more than one sector/subsector) parameter Benchmark Monitoring Concentration' )Effluent Limitation Guidelines Water Transportation Facilities Total Recoverable 0.75 mg/L -- (SIC 4412-4499) Aluminum , Total Recoverable Iron 1.0 mg/L -- Total Recoverable Lead 0.082 mg/L Total Recoverable Zinc3 0.12 mg/L -- Total Suspended 100 mg/L V -- Solids (TSS) 'You most monitor quarterly in the first year of your coverage for each benchmark parameter (see Part 3.2.2.1). For each parameter, no additional benchmark monitoring is required if the average of your 4 monitoring values does not exceed the benchmark (see Part 3.2.2.3). However, for each parameter there are additional requirements if the average of your four monitoring values exceeds the benchmark (see Part 3.2.2.4). z The benchmark value of lead is determined as a function of hardness (in units of mg/L) in the water column. The value given in Table Q-1 (i.e. 0.082 mg/L.) corresponds to a hardness of 100 mg/L and should be used if you either did not analyze water hardness, other hardness data are not available, or the water hardness is less than 100 mg/L. If a laboratory analysis indicates that the water hardness is below 100 mg/L, then you should use the benchmark for 100,mg/L. If a laboratory analysis indicates that the water hardness is greater than I00 mg/L, then the following equation may be used to determine the benchmark value for lead; Benchmark = (e l(t .273)(tn hardness) — 1.460] )11000 Example: Laboratory analysis of your water sample indicates the hardness is 175 mg/L. [(1.273)(ln 175) — 1.460] Benchmark = {e )/1000 - (e5.1148)11000 = 166.46/1000 = 0.17 mg/L The following are example benchmark value for lead: Hardness (mg/L) Benchmark value (mg/L) 100 0.082 125 0.11 150 0.14 175 0.17 200 0.20 225 0.23 250 0.26 3 The benchmark value of zinc is determined as a function of hardness (in units of mg/L) in the water column. The value given in Table Q-1 (i.e. 0.12 mg/L) corresponds to a hardness of 100 mg/L, and should be used if you either did not analyze water hardness, other hardness data are not available, or the water hardness is less than 100 mg/L. if a laboratory analysis indicates that the water hardness is below 100 mg/L, then you should use the benchmark for Part 4 — Sector Q 128 Proposed 2006 MSGP 100 mg/L. If a laboratory analysis indicates that the water hardness is greater than 100 mgll,, then the following equation may be used to determine the benchmark value for zinc: Benchmark = (e ((0.8473)(In hardness) + 0.9841 )11000 Example: Laboratory analysis of your water sample indicates the hardness is 175 mg/1- Benchmark = (c [(0.8473)(ln 175) + 0,884])11000 = (e5.26)/1000 = 192.51 / 1000 = 0.19 mg/L T he folloiving are example benchmark values for zinc: Hardness (mom Benchmark value 100 0.12 125 0.14 150 0.17 175 0.19 200 0.22 225 0.24 250 0.26 Part 4 - Sector Q 129 _J NC DEQ: Public Comment Period: Draft NPDES Stormwater Permit - Port of Wilmington Page 1 of 2 Public Comment Period: Draft NPDES Stormwater Permit - Port of Wilmington Public Comment Period: Draft NPDES Stormwater Permit - Port of Wilmington Event Description NC DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES' INTENT TO ISSUE A STORMWATER DISCHARGE PERMIT N N.C. State Ports Authority, P.O. Box 9002, Wilmington, NC 28402 has applied for an NPDES permit to discharge stormwater from an industrial facility located at: Port of Wilmington, 2202 Burnett Blvd, Wilmington, NC, New Hanover County. The facility discharges to the Newport River in the White Oak River Basin. Public comment or objection to the draft NPDES Stormwater Permit No. NCS000174 is invited. Comments should be submitted in writing to DEMLR at the below address. All comments received prior to December 9, 2016 will be considered in the final determination regarding permit issuance and permit provisions. A copy of the draft permit is available here: Draft Permit No. NCS000174 0 . Additional permit documents are available for the reproduction cost at: DEMLR Stormwater Program 512 N. Salisbury Street (location, zip 27604) 1612 Mail Service Center (mail) Raleigh, NC 27699-1612 Stormwater Program Contact: Bethany Georgoulias Phone: (919) 807-6372 bethany.georgoulias@ncdenr.gov(mailto:bethany.georgoulias@ncdenr.gov?subject=Public% 20Comments%20-%20NCS000173) http://deq.nc.gov/eventlpublic-comment-period-draft-npdes-stormwater-permit-port-wilmington 11 /2/2016 NC DEQ: Public Comment Period: Draft NPDES Stormwater Permit - Port of Wilmington WWIICII aIIu r911VIC Page 2 of 2, �,�� 'lC lTALPARKrGlaRpbckSt PAROROWE +qb t saS�erSt -� `iOWNHOMES I � :� ,. 65 W Peaace St ti • i+ c _ r - - oaiwoud a�� NORTH BOY,tAAN-Tl !t ,4 II :� klaneSt No4'Carollna:;MUsebm ' , of Naturbl sciences` <DOWNTOWN ' Goo le=; % ;' i ` Ia1ap data"O?b1 S Google (httD.//maDs.googte.com/maps?daddr=512%2ONorth%2OSatisburv%2OStreet%2C/2ORateigh% 2C %20 NC%2027604%2C%20United%20States When: Wednesday, November 2, 2016 - 10:23 a.m. to Friday, December 9, 2016 - 11:59 p.m. Where: 512 North Salisbury Street Raleigh, NC 27604 United States Share this page: FacebOok (https://www.facebook.com/sharer/sharer.php?u=http%3A%2F%2Fdeq.nc.gov% 2Fevent%2Fpublic-comment-period-draft-npdes-stormwater-permit-port-wilmington) *Twitter (http://twitter.com/intent/tweet?urL=http%3A%2F%2Fdeq.nc.gov%2Fevent%2Fpublic- comment-period-draft-npdes-stormwater-permit-port-wilmington) How can we make this sage better for you? http://deq.nc.gov/event/public-comment-period-draft-npdes-stormwater-permit-port-wilmington 11 /2/201 G 07,7;m,1Z.:MOWAV7, =011 r 17 4 Al COPY T H ANA 4 4- rs water )ention Plan r �..INA STATE rH -ORuITY Terminal # A/E-1 34 Yw 94100112A 10"Mara, Inc. ive 9 Suite 100 Vrlh Carolina 27606--:3-389 BEST MANAGEMENT PRACTICES 1998 WILMINGTON TERMINAL NCSPA PROJECT #A/E-167 ID #4696100072A CATLIN PROJECT NO. 97153 PREPARED FOR: NORTH CAROLINA STATE PORTS AUTHORITY ATTN: MR. LAYTON BEDSOLE 2202 BURNETT BOULEVARD WILMINGTON, NORTH CAROLINA 28401 PREPARED BY: CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD WILMINGTON, NORTH CAROLINA. 28405 (910) 452-5861 BEST MANAGEMENT PRACTICES 1997 WILMINGTON TERMINAL NCSPA PROJECT #AIE-167 ID #4696100072A CATLIN PROJECT NO. 97153 PREPARED FOR: NORTH CAROLINA STATE PORTS AUTHORITY ATTN: MR. LAYTON BEDSOLE 2202 BURNETT BOULEVARD WILMINGTON, NORTH CAROLINA 28401 PREPARED BY: CATLIN ENGINEERS AND SCIENTISTS 220 OLD DAIRY ROAD WILMINGTON, NORTH CAROLINA 28405 (910) 452-5861 BEST MANAGEMENT PRACTICES SUMMARY The following are examples of Best Management Practices being implemented as suggested in the Port of Wilmington's Stormwater Pollution Prevention Plan (SP3) prepared in the spring of 1996. Since the preparation of the SP9, annual reviews and updates of the suggested BMPs have been conducted. Continue regular disposal of used oil and oil filters by private contractor. Place signs at tanks warning against tank overfill and warning against overfill and spills while fueling equipment. Perform visual inspections of scrap storage areas between periodic removal by contractors and through completion of projects. Place drip pans or other portable containment device below crane during oil changes and provide spill kits for cranes. Cover trucks and secure tailgates during bulk transport between the dock and warehouse to prevent material loss due to wind and tailgate leakage. Regularly sweep docks and other areas during offloading events. Sweep and clean below conveyors and transfer towers weekly to prevent bulk materials entering stormwater runoff. Implement the, in preparation, Spill Prevention Control and Countermeasures Plan (SPCA. Provide secondary containment and automatic shut off valves at fuel ASTs. Place drums on containment pallets inside garage areas and provide spill kits. ENGINEERS and SCIENTISTS May 25, 1999 North Carolina State Ports Authority Attn: Mr. Layton Bedsole 2202 Burnett Boulevard Wilmington, North Carolina 28401 Re: Stormwater Monitoring Results Wilmington Terminal Site NCSPA Project No. A/E-167 ID #4696100072A Wilmington, North Carolina CATLIN Project No, 97153-K Dear Mr. Bedsole: 220 Old Dairy Road - P.O. Box 10279 NVilmingrton, North Carolina 28405 Telephone: (910) 452-5861 Fax: (910) 452-7563 t 2 527?9?9, . L .z' mi Y 't999 D-1 k E1"all`:. 1143 !%f� y��i„ Cyr CATLIN Enaineers and Scientists is pleased to present you with the analytical results from the Stormwater monitoring procedures performed at the above referenced site. Stormwater samples were collected following a qualifying event on April 28, 1999. The storm event was preceded by 72 hours in which no storm event measured greater than 0.1 inches. Please find enclosed the North Carolina Division of Water Quality (NCDWQ) Stormwater Discharae Outfall (SDO) Monitoring Report, the North Carolina State Ports Authority (NCSPA) Results Summary Table, a sample calculation for Total Flow, Visual Monitoring Record Forms, and the analytical results from Paradigm Analytical Laboratories, Inc. The oil usage data for the enclosed monitoring report and summary table is to be completed by NCSPA. Total Flow for each drainage area was calculated based on the Rational Method of Design, Q=CIA, provided in The Asphalt Institutes, Drainage of Asphalt Pavement Structures, First Edition, May 1966. This formula is predicated on the direct relationship between rainfall and runoff: Q=CIA, where Q is determined by the rate of runoff in cubic feet per second. Where C is a runoff coefficient representing the ratio of runoff to rainfall -- taken from values of runoff coefficients provided in the Rational Method. Where 1 represents the intensity of the storm event in inches per hour -- furnished by the National Weather Service in Wilmington. Where A represents the drainage area in acres -- provided by Greenhorne & O'Mara, Inc.'s survey data included on the NC State Ports Authority Stormwater Pollution Prevention Plan Drainage Map for the Wilmington Terminal, originally dated 10-22-91 and updated 1-18-96, 10-98, and 11-98. Nartb Asncrica 0 Europe N.C. PORTS AUTHORITY WILMINGTON TERMINAL NCSPA Project #A/E-134 SAMPLING YEAR: 1999 SAMPLE LOCATIONS DATE COLLECTED STORMWATER POLLUTION PREVENTION PLAN STORMWATER MONITORING - NPDES PERMIT NCS000174 ANALYTICAL RESULTS SUMMARY TABLE ID # 4694100112A DISCHARGE CHARACTERISTICS 103 4r20M 206 412&99 60b 4l2E/99 902 4l26199 1001 (1002)- 412IV99 1001A1 412Bl99 1304 'WI111 1704 4129/99 2008 4RL/99 2012 4fl8l99 2501 4t26199 PAK N 4J2Bl99 PAK S 4nat99 CUTOFF CONC. BbMemioal Oxygen Demand (mg/L) 6 4 BOL BOL 5 2 2 4 3 4 SOL 4 14 <30 mg/L Cnpmicat Oxygen Demand (mg ) 25A 21.9 SOL 25.7 16.1 20.6 29.7 25.0 43.1 11.2 31.2 19.9 342 <120 n)gA- Total Sospanded Solids (mg/L) 22.0 15.0 40 34.6 7.0 17.3 6.5 6.0 8.0 52.0 13,0 54.4 57.8 <700 mgA. Lead, Total (mg&l ROL SOL SOL 1 0.0107 SOL SOL SOL SOL SOL 0.0152 0.0105 0,0161 SOL <033 mg/L Total Ra'rrllall(inches) 1.15 1.15 1.15 1,15 1.15 1.* 1.15 1,is 1,15 1.16 1.15 1,t5 1.15 NE Event Duration {minutes) 1440 1440 1440 1440 1440 1440 1440 1440 1440 1440 1440 1440 1440 NE Total Flow (m9d) 0.5253 0.2611 0.135 DA174 0.1487 0.1487 0.4587 06107 1.2782 1.2782 0.6105 0.1036 0,0624 NE ADDITIONAL for VEHICLE MAINTENANCE AREAS pH (slandard) 6.8 7.6 7.2 7.1 6.5 7.3 7.4 7,6 7.1 7.6 6.9 7,6 1.2 Range 6o-9.0 Oil and Grsaso jmg4) NR 10.2 5.3 62 NR 8.9 9.6 NR 16.a NR NR NR NR <30 mg/L New Motor 4d Usage (991ons/mor0) NR NR NR NR NR NR NR NE Delmgents IMBAS) mglL NR 0.121 0.065 0.050 NR 0.202 0.048 NA 0.077 NR NR Nfi NR ID_50 mLL mg/I = milligrams per liter MGD = Million Gallons Per Day BOL Below Ouantitation Limit NR = Not Required NE = Not Established = Sample collected from Drainage Structure 1002. Drainage Structure 1001 relocated due to berth refurbishment. 7153MONI.99 VISUAL MONITORING SUMMARY Attached is an example of a VISUAL MONITORING RECORD FORM that is executed for each of the following outfall locations twice annually. Since the issuance of Stormwater Permit No. NCS000174, documentation of the spring and fall visual monitoring events have been submitted annually to the Division. Visual Monitoring Outfalls: 100 500 902 1300 103 600 1000 1304 200 606 1001 1400 206 700 1001AI 1500 300 800 1100 1600 400 900 1200 1700 1704 2100 1800 2200 1900 2300 2000 2400 2006 2500 2012 2501 Paktank-N Paktank-S N.C. STATE PORTS AUTHORITY STORMWATER POLLUTION PREVENTION PLAN WILMINGTON TERMINAL APRIL 1999 NCSPA Project #A/E-167 ID# 4696100072A Form G-8 VISUAL MONIT0RING RECORD FORM SHEET 1 OF 38 TO BE COMPLETED BY NCSPA ENGINEERING DEPARTIMENT OR REPRESENTATIVE THEREOF PERFORM VISUAL MONITORING IN SPRING AND FALL DRAINAGE STRUCTURE # 100 (101)* _ DATE: 4128/99 TIME: 1135 EMPLOYEE/COMPANY CONDUCTING VISUAL ANALYSIS: Ben Ashba/CATLIN WEATHER: TEMP: 55' RAIN: (Y) N CLEAR CLOUDY ESTIMATED OUTFALL FLOW RATE: 0.3,12$ CUBIC FT./SEC. STORMWATER DISCHARGE CHARACTERISTICS OBSERVED Collect approximately 8 fluid ounces of runoff from each outfall in a clear container and observe for the following: COLOR: none yellow brown green red gray other: ODOR: none sewage sulfide oil gas rancid -sour other: CLARITY: clear cloudy opaque FLOATING SOLIDS: none other: SUSPENDED SOLIDS: (HE)other: I FOAM: none other: OIL SHEEN: yes no OTHER OBVIOUS INDICATORS OF STORMWATER POLLUTION: describe: FOLLOW UP ACTIONS IF POLLUTANTS OBSERVED, ESTIMATE AND NOTE THE SOURCE: ACTIONS TAKEN TO ELIMINATE OR REDUCE POLLUTANTS OBSERVED: 11 Sample collected from Drainage Structure 101 due to Outfall 100 being submerged. 71 S3APR.99 SIGNIFICANT CHANGES FACILITY ACTIVITIES The Port of Wilmington continues to market itself as an East Coast deep water import & export facility. The Port has not altered any operational capabilities that would significantly vary the current SP'. 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