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HomeMy WebLinkAboutNCG140469_COMPLETE FILE - HISTORICAL_20190405upra/ml. STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO. Liu Iv Cc DOC TYPE, ED HISTORICAL FILE ❑ MONITORING REPORTS DOC DATE ❑ &019 YYYYM M DD Central Files: APS _ SWP _ 3/18/2019 Permit Number NCG140469 Program Category NPDES SW Permit Type Ready Mix Concrete Stormwater/Wastewaler Discharge COC Primary Reviewer shane.slrickland Coastal SWRule Permitted Flow Facility Facility Name McCarthy RDU Concrete Batch Plant Location Address 975 Corporate St Morrisville INC RFORN ED APR 0 5 2019 27560 GEN 1 KAL FILEZ S} AM SECTION Permit Tracking Slip Status Project Type Active New Project Version Permit Classification 1.00 CDC Permit Contact Affiliation Julio A. Laris 70 St Mark Rd Taylors SC 29687 Major/Minor Region Minor Raleigh County Wake Facility Contact Affiliation Julio A. Laris 70 St Mark Rd Owner Taylors SC 29687 Owner Name Owner Type McCarthy Improvement Company Inc Non -Government Owner Affiliation Julio A. Laris 70 St Mark Rd Dates/Events Taylors SC 29687 Scheduled _ Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 3/14/2019 2/11/2019 3/14/2019 3/14/2019 6/30/2022 Regulated Activities Requested /Received Events Ready mixed concrete - stormwater discharges RO staff report received 2/28/19 RO staff report requested 2/19/19 Outfall 001 Waterbody Name Streamindex Number Current Class Subbasin Little Brier Creek 27-33-4-1 C;NSW 03-04-02 ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Interim Director Mr. Julio A. Laris McCarthy Improvement Company, Inc. 70 St. Mark Road Taylors, NC 29687 Dear Mr. Laris: NORTH CAROLINA Environmental Quality March 14, 2019 Subject: General Permit No. NCG 140000 McCarthy RDU Concrete Batch COC NCG140469 Wake County In accordance with your application for a discharge permit received on February 11, 2019, we are forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143- 215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). Please take notice that this certificate of coverage is not transferable except after notice to the Division of Energy, Mineral, and Land Resources. The Division may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Energy, Mining, and Land Resources, or permits required by the Division of Water Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be required. Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream buffers, from portions of this site that have been constructed after July 22, 1997, must meet diffuse Flow requirements per 15A NCAC 2B .0233. Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at: http://deq.nc.gov/about/divisions/energy-mineral-land- resources/energy-mineral-land-perm it-gu idance/stormwater-bmp-manual. �D-FQ North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources 512 North Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612 919.707.9200 If you have any questions concerning this permit, please contact Shane Strickland at telephone number (919) 707-3647. Sincerely, for S. Daniel Slnith, Interim Director Division of Energy, Mineral and Land Resources cc: Raleigh Regional Office Central Files Stormwater Program Files Wake County Environmental Services, Attn: Eric Green, P.O. Box 550, Raleigh, NC 27602 'anm cwourvnD ��/ o+o North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources 512 North Salisbury Street 1 1612 Mall Service Center I Ralelgh North Carolina 27699-1612 919,707.9200 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140469 STORMWATER AND WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, McCarthy Improvement Company, Inc. is hereby authorized to operate wastewater treatment system(s) and discharge stormwater and wastewater from a facility located at: McCarthy RDU Concrete Batch Plant 978 Corporate Street Morrisville Wake County to receiving waters designated as Little Brier Creek, class QNSW waters in the Neuse River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, Ill, IV, V and VI of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective March 14, 2019. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this 14 th day of M for S. Daniel Smith Interim Director, Division of Energy, Mineral and Land Resources By the Authority of the Environmental Management Commission ROY COOPER NORTH CAROLINA covernor Environmental Quality MICHAEL S. REGAN sea uny WILLIAM E. (TOBY) VINSON, JR. /nlerfm Director March 14, 2019 Mr. Julio A. Laris McCarthy Improvement Company, Inc. 70 St. Mark Road I'avlors. NC 2968'/ Subject: General Permit No. NC'G 140000 McCarthy RDU Concrete Batch COC N'CG140469 Wake County Dear Mr. Laris: In accordance with your application for a discharee pennit received on Fehrunry 1 1, 2019, we are forwarding herewith the subject certificate of coverage to discharge under the subject state— NPDES general permit. '['his permit is issued pursuant to the requirements of North Carolina General Statute 143- 215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently arnended). Please take notice that this certificate of coverage is not transferable except after notice to the Division ol'Energy, Mineral, and Land Resources, The Division may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Energy, Mining. and land Resources, or permits required by the Division of Water keSOL11'CCS; Coastal Area Management Act, or any other federal or local governmental permit that may be required. Per the requirements of the Neuse Riparian Butler Rule, all stormwatcr drainage to stream buffers, from portions of this site that have been constructed after July 22, 1997. must meet diffuse Flow requirements per 15A NCAC 2B .0233. Diffuse floW requirements are described in Chapter 8 of the North Carolina Storntwater BMP Manual, available at: littp://decl.iic.�,ov/about/divisions/eiiertry-mineral-land- resources/energy,-m i neral-land-perm it-iru idance/stonnWater-bnlp-manual. North Carolina Department of Environmental Quality I Division of Energy,&(meral and Land Resources 512 North Salisbury Street 11612 Mail Service Center I Raleigh. North Carollna27699-1612 919.707.9200 If you have any questions concerning this permit, please contact Shane Strickland at telephone number (919) 707-3647. Sincerely, 3 r ` jur S. Dauic Smith, Interim Director Division of Energy, Mineral and Land Resources cc: Raleigh Regional Office Central Files Stormwater Program Files Wake County Fnviron mentaI Services, Attn: Eric Green, P.O. Box 550, Raleii,h, NC 27602 North Carolina Department of Environmental Quality I Division of Energy, Mineral and lend Resources 512 North Salisbury Street 1 1612 Matt Service Center I Raleigh, North Carolina 27699-1612 919.707.9200 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140469 STORMWATER AND WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina Gonoral Statute 143 215 1, other lawful standards and regulations promulgated and -adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, McCarthy Improvement Company, Inc. is hereby authorized to operate wastewater treatment system(s) and discharge stormwater and wastewater from a facility located at: McCarthy RDU Concrete Batch Plant 978 Corporate Street Morrisville Wake County to receiving waters designated as Little Brier Creek, class QNSW waters in the Neuse River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set foi th in Par is I, 11, III, IV, V and VI of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective March 14, 2019. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this 1401 day of March 2019. for S. Daniel Smith Interim Director, Division of Energy, Mineral and Land Resources By the Authority of the Environmental Management Commission Rou Michael J. Landgulh, A.A.E. President & CEO Certified Mail and via email Shane Strickland Stormwater Program R A L E I G H- D U R H A M A I R P O R T A U T H O R I T Y 1000 Trade Drive • P O Box 00001 • RDU Airport, NC 27620 NCDEQ DEMLR 512 N. Salisbury Street, Office 640-L Raleigh, NC 27604 RE: Stormwater Permit NCG140469 tel: (ala) 8e0-7700 • tax: (a/a) 8e0.0175 • www.rdu.0om McCarthy Construction Concrete Batch Plant Raleigh -Durham International Airport Mr. Strickland: March 6, 2019 In response to your inquiry, the Raleigh -Durham Airport Authority (Authority) is aware of the proposed concrete batch plant. This plant is for upcoming construction on the Raleigh -Durham International Airport, carried out on behalf of the Authority. Stormwater discharges from the concrete batch plant Into the Authority's stormwater system and associated Best Management Practices are acceptable as long as they comply with the North Carolina Department of Environmental Quality's Division of Energy, Mineral, and Land Resources stormwater permit number NCG140469. We trust this correspondence meets your Immediate need, but please feel free to contact me at 919-840-7736 If necessary. Best regards, Ronald Jewett VP Facilities Asset Management Raleigh -Durham Airport Authority I$ BUSINESS CORPORATION ANNUAL REPORT fir; r F q.. ..yP 10 2017 NAME OF BUSINESS CORPORATION: McCarthy Improvement Company SECRETARY OF STATE ID NUMBER: 0626758 STATE OF FORMATION: IA REPORT FOR THE FISCAL YEAR END: 1 2/31 /20 1 7 SECTION A: REGISTERED AGENT'S INFORMATION 1. NAME OF REGISTERED AGENT: Corporation Service Company 2. SIGNATURE OF THE NEW REGISTERED AGENT: 3. REGISTERED OFFICE STREET ADDRESS & COUNTY 2626 Glenwood Avenue Annual Report 8 12:47 i�] Changes SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 4. REGISTERED OFFICE MAILING ADDRESS 2626 Glenwood Avenue„ Suite 550 Raleigh, NC 27608 Wake County Raleigh, NC 27608 SECTION B: PRINCIPAL OFFICE INFORMATION 1. DESCRIPTION OF NATURE OF BUSINESS: Construction 2. PRINCIPAL OFFICE PHONE NUMBER: (563) 359-0321 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction 4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5401 Victoria Avenue Davenport, IA 52807-3932 5. PRINCIPAL OFFICE MAILING ADDRESS 5401 Victoria Avenue Davenport, IA 52807-3932 6. Select one of the following if applicable. (Optional see instructions) ❑ The company is a veteran -owned small business ❑ The company is a service -disabled veteran -owned small business SECTION C: OFFICERS (Enter additional officers in Section E.) NAME: Sonia Lyn SundStedt NAME: Lawrence P Bush NAME: ,Joseph D Bush TITLE: Secretary TITLE: Treasurer TITLE: Chief Operating Officer ADDRESS: ADDRESS: ADDRESS: 5401 VICTORIA AVENUE 5401 VICTORIA AVENUE 5401 VICTORIA AVENUE DAVENPORT, IA 52807 Davenport, IA 52807 Davenport, IA 52807 SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person/business ent%nia Lyn Sundstedt 2/23/2018 SIGNATURE DATE Form must be signed by an officer listed under Section C of this loan. Sonia Lyn Sundstedt Print or Type Name of Officer Secreta Print or Type Title of Officer MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525 SECTION E: ADDITIONAL OFFICERS NAME: Scott E Hutter TITLE: President ADDRESS: 5401 Victoria Avenue Davenport, IA 52807 NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: Name: TITLE: ADDRESS: NAME: TITLE: ADDRESS: WELLS FARGO BANK, N.A.060. I www.wellsfargo.wm TERRA CONSULTING;"LCC �_Zti810 Ij 1 '9'- P O BOX1738Z.. ' 1-"CARROLLTON GA.30112 .. February 6, 2019 i1 1 ' 1 r PAY fOTHE :NCDEQ $ 100.00 ORDER OF One hundred:and 00/100 DOLLARS e h � 1 iA Om 1 Invokes McCarthy RDU'Concrete Batch Plant A ORIZE IGNK RE ' I NCG140000"N01 r F ' 00000406'011• I TERRA CONSULTING, LLC 1 060 Paid to: NCDEQ Date Invoice Amount Amount Paid 2/6/2019 $100.00 1 a4 i �� Environmental Quality Division of Energy, Mineral and Land Resources Stormwater Program National Pollutant Discharge Elimination System NCG140000 RECEI"ll FEB 112013 FOR AGENCY USE ONLY Date Received Year I Month I Da Certificate of Covera c Check q Amount oo Permit As igned to LF ✓ NOTICE OF INTENT DENR-LAND QUALITY National Pollutant Discharge Elimination System application for cobMgplgrpfje{gsrigr,�l,PerUnit NCG140000: STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: SIC (Standard Industrial Classification) Code: 3273 and like activities Ready Mixed Concrete This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for process wastewater discharges. Wastewater discharges must meet the requirements of these effluent limitations. An exceedance of any of these limitations will result in a violation of the permit conditions. For questions, contact the DEMLR Central Office or Regional Office in your area. (Seep 8) 1) 2) (Please print or type) Mailing address of owner/operator (official address to which all permit correspondence will be mailed): Legal Company Name McCarthy Improvement Company, Inc. (Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this permit can be given to an individual.) Signee's Name (as signed for in question 28 below) Julio A. Laris Street Address 70 St. Mark Road City Taylors Telephone No. alb ) 918 6126 Alternate ContactName Julio Laris Alternate Contact Telephone (if different) (281) 923-0037 Location of facility producing discharge: Facility Name Street Address City County Facility Contact Telephone No. McCarthy RDU Concrete Batch Plant 975 Corporate Street Morrisville Wake County Julio Laris (281) 923-0037 3) Physical location information: State SC ZIP Code 29687 Email jlaris@mccarthyimprovement.com Email (if different) M ZIP Code 27560 Email ilarisla mccarthyimprovement.com Please provide narrative directions to the facility (use street names, state road numbers, and distance and direction from a roadway intersection). see Attachment A (A copy of a county map or USGS quad sheet with facility dearly located on the map is a required part of this application.) 4) Latitude 35 53' 10.86" Longitude -78 47' 01.a2' (deg., min, sec or decimal) Page 1 of 8 SWU-NCG14-NOI Last revised 9/01/2017 NCG140000 N.O.I. 5) This NPDES Permit Application applies to the following (check all that apply): 6) e New or Proposed Facility Date operation is to begin March 1, 2019 ❑ Existing Facility Date operation began Consultant's application information: Consultant: Jacki Congleton Consulting Firm: Terra Consulting, LLC Mailing Address: P.O. Box 1738 City: Carrollton State: GA Phone: 77( 0 ) 573-3055 Email: jacki@terraconsultinglic.com Zip Code: 30112 (Optional) Staple Business Card Here: 7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial activity at this facility: SIC Code: 3 2 7 3 8) Provide a brief description of the types of industrial activities and products produced at this facility: (Attach a site diagram showing the process areas present at this facility.) See Attachment A and Site Mao. Stormwater Discharge, Wastewater Treatment Sr Discharge and Permitting Information 9) Discharge points / Receiving waters: What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater and/or wastewater discharges will end up in? Little Bner Creek which flows into Bier Creek Reservior To find the waterbody, please see the NC Surface Waterbody Classifications map at hftps://deq.nc.gov/a bout/d ivisions/water-resources/water-resou rces-science-data Receiving water classification(s) for the waters: Classification Q NSW If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). NA /\ �d-Hr, fir/ � R Crcc. K �O Cis: e; New z;>c ; /'G@ Page 2 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and location coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan. Be sure to indicate a type for each outfall listed below as Stormwater only, Wastewater only or Wastewater Commingled with Stormwater Outfall No. 1 Stormwater only ❑ Wastewater only m Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): 35 53* 10.53• N Longitude (degrees/minutes/seconds): -78 45' 59.48• W Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Will this facility discharge wastewater to SA (Shellfish) waters? ❑ Yes 1FNo Note: Discharge of process wastewater to receiving waters classified as Critical Area (CA) must be reviewed by the N.C. Division of Water Resources, Public Water Supply Section ahead of approval. No new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW. You must show all discharge points clearly on the submitted site plan. Be advised that NCDEQ may require you to apply for an individual permit, based on proposed discharge rates and receiving stream conditions (low flows, impairments, etc.) Page 3 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. 10) Each applicant shall provide the following information (attach additional sheets as necessary): • Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed): o Outline of drainage areas with topographical lines and features o Stormwater/wastewater treatment structures o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas) o Runoff conveyance structures o Areas and acreage where materials are stored o Impervious area acreages o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers o Site property lines, North Arrow, and bar scale o If applicable, the 100-year floodplain line o Acreage of each stormwater and wastewater topographical area o Each of the facilities' wastewater or stormwater source and discharge structures and each of its hazardous waste treatment, storage, or disposal facilities o Site location (insert) Site plans shall he 24" x 36" in size. • Line drawing and description: A line drawing of the water flow through the facility. A pictorial description of the nature and amount of any sources of water and any collection and treatment measures. • A narrative description and identification of each type of process, operation, or production area which contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash silo'). 11) Does the applicant have any unresolved Notice of Violations (NOVs)? B No ❑ Yes Wastewater: 12) What types of wastewater does your facility generate or discharge? Type of Authorized Wastewater Generate Discharge Sent to WW Treatment System Vehicle and equipment cleaning VE O O ❑ of raw material stockpiles RM O O ❑ -Wetting -Mixing drum cleaning MD El 0 ❑ Further explanation, if necessary: see Attachment A 13) Will your facility spray -down or actively wet aggregate piles? ❑ No DYes 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents ❑ Brighteners ❑ Other Cleaning Agents ❑ Non -Phosphorus -containing Detergents ❑ Other: Page 4 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. 15) Are wastewater treatment facilities planned in the 100-year flood plain? ❑ No ❑ Yes ) "`''� 16) Will your facility build a closed -loop recycle system (CLRSs) that meets design requirements in 15A NCAC 02T .1000 and hold your facilities' working volume'? ❑ Yes ❑v No If Yes, STOP COMPLETION of this permit. Contact DWR Non -Discharge Permitting Program for permitting requirements. 17) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets. a) What wastewaters were considered for this alternatives review? B VE 8 RM 0 MD b) Connection to a Municipal or Regional Sewer Collection System: i) Are there existing sewer lines within a one -mile radius? ..................................... ❑� Yes ❑ No (1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... 0 Yes ❑ No (a) If No, please attach a letter documenting that the WWTP will not accept the wastewater. (b) If Yes, is it feasible to connect to the WWTP? Why or why not?' See Attachment A 11 Zb) c) Surface or Subsurface Disposal System (e.g., spray irrigation): i) Is a surface or subsurface disposal technologically feasible (possible)? Why or Why not? See Attachment A ii) Is a surface or subsurface disposal system feasible to implement?" WhyorWhynot? SeeAttachmentA .................0 Yes ® No .0 Yes ❑ No iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?' See Attachment A. d) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound alternative of all reasonably cost-effective options of the wastewaters being considered?*... B Yes ❑ No i) If No, contact DEMLR's Land Application Unit to determine permitting requirements. e) If this review included all wastewater discharge types, would excluding some types (e.g. raw stockpile wetting) make any of the above non -discharge options feasible?..............0 Yes 8 No You may be asked to provide further information to support your answers to these questions after the initial review. Feasibility should take into account initial and recurring costs. Page 5 of 8 SWU-NCG14-N0I Last revised 8/01/2017 NCG140000 N.O.I. Stormwater: 18) Does this facility employ any best management practices for Stormwater control? ❑ No ❑ Yes If yes, please briefly describe: See Attachment A 19) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No O Yes If yes, when was it implemented? The SPPP will be completely implemented before the commencement of operations 20) Are vehicle maintenance activities (VMA) occurring or planned at this facility? p No ❑Yes If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes Other/Permitting: 21) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit? [a No ❑ Yes If yes, list the permit numbers for all current E&SC permits for this facility: 22) Is your facility subject to Phase II Post -Construction Area? p No ❑ Yes If yes, who is the permitting authority? 23) Is your facility located in one of the 20 Coastal Counties? ❑ Yes ❑ No Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? ❑ Yes ❑ No 24) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles, drum rinse -out, or vehicle and equipment cleaning to a stormwater BMP? ❑ No p Yes If yes, please attach your approval from the permitting authority to do so. See Attachment A 25) Does this facility have any other NPDES permits? ❑ No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 26) Does this facility have any Non -Discharge permits (ex: recycle permits)? ❑+ No ❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility: 27) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? ❑✓ No ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? ❑� NOE]YeS c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? ❑� No ❑ Yes d) Type(s) of waste: How Is material stored: Used maintenance oils and fluids are removed from the site at the time of the maintenance. Where is material stored: Page 6 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. How many disposal shipments per year: Name of transport / disposal vendor: _ Vendor address: Final Checklist This application will be returned as incomplete unless all of the following items have been included: Check for $100 made payable to NCDEQ. `fit I Er� This completed application and all supporting documentation. See Question 10. F — ❑ If an Erosion & Sedimentation Control (EBSC) Plan is required from Division of Land Resources (DLR) or local designee: documentation verifying applicant has developed and submitted that Plan to the governing agency (required per 15A NCAC 02H .0138). WB�Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater outfalls. See Question 10. 8� A county map or USGS quad sheet with location of facility clearly marked. 28) Signatory Requirements (per 40 CFR 122.22) All applications, reports, or information submitted to the Director shall be signed and certified. a. All notices of intent to be covered under this General Permit shall be signed as follows: (1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. Certification: North Carolina General Statute 143-215.6 B(i) provides that: Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the [Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person Signing: Julio A. Laris Title: Project Manager _iuiro A. LAn;lV. 2/o-?A9 (Signature of Applicant) (Date Signed) RFOFNET) FEB 11 201j DENR-LAND O.UALIN STORMWATER PERMITTING Page 7 of 8 SWU-NCG14-NOI Last revised 810112017 NCG140000 N.O.I. Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDEQ Mail the entire package to: DEMLR - Stormwater Program Dept. of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 Note The submission of this document does not guarantee the issuance of an NPDES permit. For questions, please contact the DEMLR Regional Office for your area. DEMLR Regional Office Contact Information: Asheville Office ...... (828) 296-4500 Fayetteville Office ... (910) 433-3300 Mooresville Office ... (704) 663-1699 Raleigh Office ........ (919) 791-4200 Washington Office ...(252) 946-6481 Wilmington Office ... (910) 796-7215 Winston-Salem ...... (336) 771-5000 Central Office .........(919) 807-6300 Page 8 of 8 SWU-NCG14-NOI Last revised 8/01/2017 Attachment A NCG140000 N.O.I. Additional Information for Questions McCarthy Improvement Company, Inc. McCarthy Raleigh Durham Airport Concrete Batch Plant 3. Physical location information: The facility is located at Raleigh -Durham International Airport (RDU), north of Raleigh on 1-40. Driving directions to the site: exit 1-40 at Airport Blvd. and travel approximately 2 miles to W. International Drive and turn right. Travel approximately 0.6 mile to the site, approximately 200 feet to the left. 8. Description of Industrial Activities This batch plant will provide the concrete for taxiway and runway rehabilitation projects. This facility will manufacture concrete, which is transported by dump truck to the taxiways and runways being paved. The primary components of the facility include the production plant; aboveground storage tanks that contain diesel fuel and concrete admixtures, storage trailers and a silo that contain cement and fly ash, as well as sand and aggregate stored in open stockpiles. The manufacturing process requires moving aggregate and sand from stockpiles to the processing plant using front-end loaders and conveyors. Cement and fly ash are pneumatically added to the sand and aggregate and processed in the mixing drum. The concrete is then loaded into dump trucks for delivery to the paving project. 12. Type of Wastewater A combination of wastewater and stormwater will be discharged from this facility's outfall intermittently during the approximately 24 months the plant is expected to be located at this site. Wastewater from the truck bed and drum washout will be comingled with stormwater only when the plant is in operation. On the days the plant is operating, the wastewater described in Attachment B will be generated. 17. Wastewater Treatment Alternatives Review (b) This facility will be located at this site for less than 2 years. Because of the cost involved and potential disruption to airport activities by the construction required to temporarily direct the wastewater from the identified sources to the sewer system, this option is not considered feasible. (c) Surface or Subsurface Disposal Systems (i) It is technically possible to use the recycled water from the truck bed washout recycling system for dust suppression. It is also possible to treat and dispose of wastewater from the site through the existing airport stormwater detention pond, which will reduce solids in the water discharged. (ii) It is possible to use the recycled water from the truck bed washout recycling system for dust suppression as well as for re -use in the washout system. It is also possible to implement the treatment and disposal of the wastewater from the site through the existing airport stormwater detention pond. (iii) These methods of surface disposal and re -use are feasible and will be implemented. 18. Best Management Practices (BMP) (1) Compost socks will be placed at the downslope perimeter of the site. (2) Inlet protection at the drop inlets to the airport underground storm drain system will be provided with compost socks and sediment fencing. (3) An existing airport stormwater detention pond will contain the combined stormwaler and wastewater to allow a significant portion of the suspended solids to settle out of the water before being discharged. (4) Currently, grass -covered surfaces disturbed during the installation of the settling pits will be stabilized with 4 to 6 inches of graded aggregate base (GAB) or vegetated with permanent vegetation. (5) All parts and maintenance oil, grease, and fluids will be stored in closed containers inside the parts trailer at all times. (6) Diesel fuel kept on site to fuel material handling equipment will be stored in a 1,000 gallon double -wall tank inside of a portable containment dike. (7) The double -wall steel diesel storage tank used to store fuel for the generator is located inside the generator trailer. (8) Regular inspections of potential sources of pollution are conducted. 24. Discharging wastewater to a BMP The operation of this facility is an airport -contracted project and will be discharging to an existing airport detention pond through the airport's existing infrastructure. Attachment B NCG140000 N.O.I. Additional Information for Questions McCarthy Improvement Company, Inc. McCarthy Raleigh Durham Airport Concrete Batch Plant Description of Processes Producing Wastewater Three processes at this facility will potentially contribute wastewater to the effluent from the outfall. Wastewater Source 1: Wastewater Source 1 is the concrete batch plant mixing drum. The drum on the plant will be washed out once per day, on days the plant is operating. The wastewater produced from each washout is approximately 800 gallons per day. This wastewater is captured in the upturned bucket of a front end loader and transported to the closest truck bed washout recycling pit located on the site, where it is discharged from the bucket. Wastewater Source 2: Wastewater Source 2 is the truck bed washout used to washout the beds of the dump trucks used to transport the concrete to the taxiway or runway being paved. The plant anticipates producing a maximum of 250 truckloads per day and the trucks will be washed out after every second trip. Each washout will use approximately 50 gallons of water. The anticipated volume of wash water generated will be approximately 6,250 gallons per day. The wash water will be contained and recycled through a series of three settling pits designed to allow suspended particles to settle out of the wash water. The dimensions of each pit will be 25 feet by 25 feet by 8 feet deep. The combined holding capacity of the pits is approximately 84,000 gallons. The water in the third pit will be recycled as wash water or used for dust suppression on the site. Solids will be removed from each pit when the volume occupied by the solids equals one half of the designed holding capacity of the pit. The solids are allowed to dry and are properly disposed of. If wash water is spilled or leaks from the recycling system or the washout area, it would flow to one of the airport stormmwater detention ponds where it would ultimately be discharged to Little Brier Creek. Fifteen inches of freeboard will be maintained in the third washout pit at all times to accommodate a 10 year rain event (4.9 inches) over the three ponds. Wastewater Source 3: Wastewater Source 3 includes the aggregate stockpiles. The aggregate stockpiles will be wetted using a lawn sprinkler and hose. The sprinkler will be rotated around each stockpile during the day to cover all parts of each pile. Wetting the aggregate stockpiles is done to produce evaporative cooling of the stone. The evaporation of the water during this sprinkling process reduces the volume of water that ultimately flows away from the stockpiles. Wetting is not used on the sand stockpile. Per DOT specifications, both the aggregate and sand are washed prior to being delivered to the site, reducing the potential fines in stormwater runoff from the area covered by the stockpiles. Wetting of the aggregate stockpile will be conducted up to 24 hours per day when the plant is operating during summer months. The wastewater from the aggregate stockpile will consist of water from the wetting of the stone and stormwater that falls on the pile. Wastewater from the sand stockpile will consist of only stormwater that falls on the pile. Stormwater and wastewater from both stockpiles will flow to the airport detention pond and ultimately be discharged to the surface. February 6, 2019 DEMLR — Stormwater Program Dept. of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 T0 ERRA CONSULTING RE: Notice of Intent for Permit No. NCG140000 McCarthy Improvement Company, Inc. McCarthy RDU Concrete Batch Plant Stormwater Permitting Unit: RECEIVED FEB 11 201 DENR-LAND OUALIP( STOR OVVATER PERMffDING Terra Consulting, LLC is submitting the enclosed Notice of Intent (NOI) for General Permit No. NCG 140000 on behalf of McCarthy Improvement Company, Inc. for the operation of a concrete batch plant to be located at the Raleigh Durham International Airport in Wake County. No land disturbance permit is required for this site because the plant will be installed on a paved area of airport property. The project is contracted to begin paving operations on March 15, 2019. If it is possible to complete the review by that time it would be appreciated. The following items are enclosed: • Notice of Intent form plus attachments to provide space to adequately answer questions; • A check for the $100.00 application fee; • Attachment A —Additional Information for Questions; • Attachment B — Description of Processes Producing Wastewater; • Annual Report to the NC Secretary of State; and • 2 copies of the Site Plan including an inset USGS topographic map showing the site location. If you require additional information please contact me atjacki@terraconsultingllc.com or 770-573-3055 or David Gaylor at (563) 726- 10 10 or dgalor@mccarthyimprovcment.com.. Sincerely, (;�G�4 - � Jacki Congleton Senior Project Manager Enclosure cc: David Gaylor, McCarthy Improvement Company, Inc. Julio Laris, McCarthy Improvement Company, Inc. Terra Consulting, LLC • P.O. Box 1 738 • Carrollton, GA 30112 • 770-573-30S5 - www.terraconsultingllc.com W-G-1 a4 q Division of Energy, Mineral and Land Resources Stormwater Program National Pollutant Discharge Elimination System F�C`I�rEi Environmental NCG 140000 Quality FEB 11 2911 t ;P,,mi,Ft., I NOTICE OF INTENT D'cMR-LAND OU"LITY National Pollutant Discharge Elimination System application for coypraggrluyuter Ge terdl;Pernit NCG140000: STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: SIC (Standard Industrial Classification) Code: 3273 and like activities Ready Mixed Concrete This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for process wastewater discharges. Wastewater discharges must meet the requirements of these effluent limitations. An exceedance of any of these limitations will result in a violation of the permit conditions. For questions, contact the DEMLR Central Office or Regional Office in your area. (See page 8) 1) (Please print or type) Mailing address of owner/operator (official address to which all permit correspondence will be mailed): Legal Company Name McCarthy Improvement Company, Inc. (Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this permit can be given to an individual.) Signee's Name (as signed for in question 28 below) Julio A. Laris Street Address City Telephone No. 70 St. Mark Road Taylors State SC ZIP Code 29687 1IU)9186128 Email flans@mccs-hyimprovementcom Alternate ContactName Julio Laris Email (if different) Alternate Contact Telephone (if different) (281) 923-0037 2) Location of facility producing discharge: Facility Name ... Street Address City County Facility Contact Telephone No. McCarthy RDU Concrete Batch Plant 975 Corporate Street Morrisville Wake County Julio Laris (281) 923-0037 3) Physical location information: INC ZIP Code 27560 Email llaris(a).mccarthvimgrovement.com Please provide narrative directions to the facility (Else street names, state road numbers, and distance and direction from a roadway intersection). SeeAdachmentA (A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.) 4) Latitude 3553'10.86" Longitude-7847'01.82" (deg., min, sec or decimal) Page 1 of 8 SWU-NCGI4-NOI Last revised 9/0112017 NCG140000 N.O.I. 5) This NPDES Permit Application applies to the following (check all that apply): 11 New or Proposed Facility Date operation is to begin March 1, 2019 ❑ Existing Facility Date operation began 6) Consultant's application information: Consultant: Jack! Congleton Consulting Firm: Terra Consulting, LLC Mailing Address: P.o. Box 1738 City: Carrollton State: GA Phone: 7( 70 ) 573-3055 Email: jackj@terraconsultinglic.com Zip Code: 30112 (Optional) Staple Business Card Here: 7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial activity at this facility: SIC Code: 3 2 7 3 8) Provide a brief description of the types of industrial activities and products produced at this facility: (Attach a site diagram showing the process areas present at this facility.) See Attachment A and Site Mao. Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information 9) Discharge points / Receiving waters: What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater and/or wastewater disch a rges wi l l end up in? Llnieener Creek•whicbflows into Bier Creek ReserAor To find the waterbody, please see the NC Surface Waterbody Classifications map at https://deq. ne.gov/about/div is ions/water-resources/water-resou rces-science-data Receiving water classification(s) for the waters: Classification C; NSW If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). NA Page 2 of 8 SWU-NCG14-NOI Last revisers 8/01/2017 NCG140000 N.O.I. List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and location coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan. Be sure to indicate a type for each outfall listed below as Stormwater only, Wastewater only or Wastewater Commingled with Stormwater Outfall No. 1 Stormwater only ❑ Wastewater only m Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): 35 ss' 10,53" N Longitude (degrees/minutes/seconds): -78 4e• 5e.48" W Outfall No. _ Stormwater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): Outfall No. _ Stormwater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): Outfall No. _ Stormwater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): Outfall No. _ Stormwater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): Outfall No. _ Stormwater only Latitude (degrees/minutes/seconds): Longitude (degrees/minutes/seconds): ❑ Wastewater only ❑ Wastewater only ❑ Wastewater only ❑ Wastewater only ❑ Wastewater only W N M M ki Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Wastewater Commingled with Stormwater Outfall No. _ Stormwater only ❑ Wastewater only Wastewater Commingled with Stormwater Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Will this facility discharge wastewater to SA (Shellfish) waters? ❑ Yes UFNo Note: Discharge of process wastewater to receiving waters classified as Critical Area (CA) must be reviewed by the N.C. Division of Water Resources, Public Water Supply Section ahead of approval. No new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW. You must show all discharge points clearly on the submitted site plan. Be advised that NCDEQ may require you to apply for an individual permit, based on proposed discharge rates and receiving stream conditions (low flows, impairments, etc.) Page 3 of 8 SWU-NCGI4-NOI Last revised 8/01/2017 NCG140000 N.O.I. 10) Each applicant shall provide the following information (attach additional sheets as necessary): • Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed): o Outline of drainage areas with topographical lines and features o Stormwater/wastewater treatment structures o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas) o Runoff conveyance structures o Areas and acreage where materials are stored o Impervious area acreages o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers o Site property lines, North Arrow, and bar scale o If applicable, the 100-year floodplain line o Acreage of each stormwater and wastewater topographical area o Each of the facilities' wastewater or stormwater source and discharge structures and each of its hazardous waste treatment, storage, or disposal facilities o Site location (insert) Site plans shall be 24" x 36" in size. • Line drawing and description: Aline drawing of the water flow through the facility. A pictorial description of the nature and amount of any sources of water and any collection and treatment measures. • A narrative description and identification of each type of process, operation, or production area which contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash silo"). 11) Does the applicant have any unresolved Notice of Violations (NOVs)? M No ❑ Yes Wastewater: 12) What types of wastewater does your facility generate or discharge? Type of Authorized Wastewater Generate Discharge Sent to WW Treatment System Vehicle and equipment cleaning VE I] O ❑ Wetting of raw material stockpiles RM 121 O ❑ Mixing drum cleaning MD O 1 ❑� ❑ Further explanation, if necessary: seenttachmentA 13) Will your facility spray -down or actively wet aggregate piles? ❑ No M Yes 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents ❑ Brighteners 0 Other Cleaning Agents ❑ Non -Phosphorus -containing Detergents ❑ Other: Page 4 of B SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. 15) Are wastewater treatment facilities planned in the 100-year flood plain? ❑ No ❑ Yes �t 16) Will your facility build a closed -loop recycle system (CLRSs) that meets design requirements in 15A , NCAC 02T .1000 and hold your facilities' working volume'? ❑ Yes ED No If Yes, STOP COMPLETION of this permit. Contact DWR Non -Discharge Permitting Program for permitting requirements. 17) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets. a) What wastewaters were considered for this alternatives review? B VE ® RM 0 MD b) Connection to a Municipal or Regional Sewer Collection System: i) Are there existing sewer Imes within a one -mile radius? ..................................... ❑✓ Yes ® No (1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑J Yes ❑ (a) If No, please attach a letter documenting that the WWTP will not accept the wastewater. (b) If Yes, is it feasible to connect to the WWTP? Why or why not?' See Attachment A (17D) c) Surface or Subsurface Disposal System (e.g., spray irrigation): No i) Is a surface or subsurface disposal technologically feasible (possible)? ....................0 Yes 9 No WhyorWhynot? SeeAttachmentA ii) Is a surface or subsurface disposal system feasible to implement?*...........................0 Yes ❑ No WhyorWhynot? SeemachmemA iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?` See Attachment A. d) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound alternative of all reasonably cost-effective options of the wastewaters being considered?*... M Yes ❑ No i) If No, contact DEMLR's Land Application Unit to determine permitting requirements. e) If this review included all wastewater discharge types, would excluding some types (e.g. raw stockpile wetting) make any of the above non -discharge options feasible?..............0 Yes N No You may be asked to provide further information to support your answers to these questions after the initial review. Feasibility should take into account initial and recurring costs. Page 5 of 8 SWU-NCG14-NOI Last revised W112017 NCG140000 N.O.I. Stormwater: 18) Does this facility employ any best management practices for Stormwater control? ❑ No ❑ Yes If yes, please briefly describe: seennachmemA 19) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No E Yes If yes, when was it implemented? ThOSPPP will beuomidletely implemented before the commencement of operations. 20) Are vehicle maintenance activities (VMA) occurring or planned at this facility? ❑ No ❑Yes ff yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes Other/Permitting: 21) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit? E No ❑ Yes If yes, list the permit numbers for all current E&SC permits for this facility: 22) Is your facility subject to Phase 11 Post -Construction Area? ❑p No ❑ Yes If yes, who is the permitting authority? 23) Is your facility located in one of the 20 Coastal Counties? ❑ Yes ❑+ No Is your facility adding more than 10,000 ft2 of built -upon area or CAMA Major Permit? ❑ Yes ❑ No 24) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles, drum rinse -out, or vehicle and equipment cleaning to a stormwater BMP? ❑ No ❑ Yes If yes, please attach your approval from the permitting authority to do so. See Attachment A 25) Does this facility have any other NPDES permits? ❑+ No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 26) Does this facility have any Non -Discharge permits (ex: recycle permits)? ❑ No ❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility: _ 27) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? ❑✓ No ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? ❑ No❑Yes c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? ❑✓ No ❑ Yes d) Type(s) of waste: How Is material stored: Used maintenance oils and fluids are removed from the site at the time of the maintenance. Where is material stored: Page 6 of 8 SWU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. How many disposal shipments per year. Name of transport / disposal vendor: Vendor address: Final Checklist This application will be returned as incomplete unless all of the following items have been included: V� Check for $100 made payable to NCDEQ. IPL9'�This completed application and all supporting documentation. See Question 10. 0 If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR) or local designee: documentation verifying applicant has developed and submitted that Plan to the governing agency (required per 15A NCAC 02H .0138), `yet'=il e''Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater outfalls. See Question 10. A county map or USGS quad sheet with location of facility clearly marked. 28) Signatory Requirements (per 40 CFR 122.22) All applications, reports, or information submitted to the Director shall be signed and certified. a. All notices of intent to be covered under this General Permit shall be signed as follows: (I) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively, or (3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. Certification: North Carolina General Statute 143-215.6 6(i) provides that: Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the (Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars (510.000). I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person Signing: JoOo A. Lans Title. Project Manager L, c A . LJRrr,;, >� . 7, /o � �f 1 (Signature of Applicant) (Date Signed) FEo i i 20ii p ^IR-LAND QUALITY STCRMW JER ? cKidd f1 Vt Page 7 of 8 SVJU-NCG14-NOI Last revised 8/01/2017 NCG140000 N.O.I. Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDEQ Mail the entire package to: DEMLR - Stormwater Program Dept. of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 Note The submission of this document does not guarantee the issuance of an NPDES permit. For questions, please contact the DEMLR Regional Office for your area. DEMLR Regional Office Contact Information: Asheville Office ...... (828) 296-4500 Fayetteville Office ... (910) 433-3300 Mooresville Office ... (704) 663-1699 Raleigh Office ........ (919) 791-4200 Washington Office ... (252) 946-6481 Wilmington Office ... (910) 796-7215 Winston-Salem ...... (336) 771-5000 Central Office ......... (919) 807-6300 Page 8 of 8 SWU-NCG14-NOI Last revised 8/0112017 Attachment A NCG140000 N.O.I. Additional Information for Questions McCarthy Improvement Company, Inc. McCarthy Raleigh Durham Airport Concrete Batch Plant 3. Physical location information: The facility is located at Raleigh -Durham International Airport (RDU), north of Raleigh on I-40. Driving directions to the site: exit 1-40 at Airport Blvd. and travel approximately 2 miles to W. International Drive and turn right. Travel approximately 0.6 mile to the site, approximately 200 feet to the left. 8. Description of Industrial Activities This batch plant will provide the concrete for taxiway and runway rehabilitation projects This facility will manufacture concrete, which is transported by dump truck to the taxiways and runways being paved. The primary components of the facility include the production plant; aboveground storage tanks that contain diesel fuel and concrete admixtures, storage trailers and a silo that contain cement and fly ash, as well as sand and aggregate stored in open stockpiles. The manufacturing process requires moving aggregate and sand from stockpiles to the processing plant using front-end loaders and conveyors. Cement and fly ash are pneumatically added to the sand and aggregate and processed in the mixing drum. The concrete is then loaded into dump trucks for delivery to the paving project. 12. Type of Wastewater A combination of wastewater and stormwater will be discharged from this facility's outfall intermittently during the approximately 24 months the plant is expected to be located at this site. Wastewater from the truck bed and drum washout will be comingled with stormwater only when the plant is in operation. On the days the plant is operating, the wastewater described in Attachment B will be generated. 17. Wastewater Treatment Alternatives Review (b) This facility will be located at this site for less than 2 years. Because of the cost involved and potential disruption to airport activities by the construction required to temporarily direct the wastewater from the identified sources to the sewer system, this option is not considered feasible. (c) Surface or Subsurface Disposal Systems (i) It is technically possible to use the recycled water from the truck bed washout recycling system for dust suppression. It is also possible to treat and dispose of wastewater from the site through the existing airport stormwater detention pond, which will reduce solids in the water discharged. (ii) It is possible to use the recycled water from the truck bed washout recycling system for dust suppression as well as for re -use in the washout system. It is also possible to implement the treatment and disposal of the wastewater from the site through the existing airport stormwater detention pond. (iii) These methods of surface disposal and re -use are feasible and will be implemented. 18. Best Management Practices (BMP) (1) Compost socks will be placed at the downslopc perimeter of the site. (2) Inlet protection at the drop inlets to the airport underground storm drain system will be provided with compost socks and sediment fencing. (3) An existing airport stormwater detention pond will contain the combined stormwater and wastewater to allow a significant portion of the suspended solids to settle out of the water before being discharged. (4) Currently, grass -covered surfaces disturbed during the installation of the settling pits will be stabilized with 4 to 6 inches of graded aggregate base (GAB) or vegetated with permanent vegetation. (5) All parts and maintenance oil, grease, and fluids will be stored in closed containers inside the parts trailer at all times. (6) Diesel fuel kept on site to fuel material handling equipment will be stored in a 1,000 gallon double -wall tank inside of a portable containment dike. (7) The double -wall steel diesel storage tank used to store fliel for the generator is located inside the generator trailer. (8) Regular inspections of potential sources of pollution are conducted. 24. Discharging wastewater to a BMP The operation of this facility is an airport -contracted project and will be discharging to an existing airport detention pond through the airport's existing infrastructure. Attachment B NCG140000 N.O.I. Additional Information for Questions McCarthy Improvement Company, Inc. McCarthy Raleigh Durham Airport Concrete Batch Plant Description of Processes Producing Wastewater Three processes at this facility will potentially contribute wastewater to the effluent from the outfall. Wastewater Source 1: Wastewater Source I is the concrete batch plant mixing drum. The drum on the plant will be washed out once per day, on days the plant is operating. The wastewater produced from each washout is approximately 800 gallons per day. This wastewater is captured in the upturned bucket of a front end loader and transported to the closest truck bed washout recycling pit located on the site, where it is discharged from the bucket. Wastewater Source 2: Wastewater Source 2 is the truck bed washout used to washout the beds of the dump trucks used to transport the concrete to the taxiway or runway being paved. The plant anticipates producing a maximum of 250 truckloads per day and the trucks will be washed out after every second trip. Each washout will use approximately 50 gallons of water. The anticipated volume of wash water generated will be approximately 6,250 gallons per day. The wash water will be contained and recycled through a series of three settling pits designed to allow suspended particles to settle out of the wash water. The dimensions of each pit will be 25 feet by 25 feet by 8 feel deep. The combined holding capacity of the pits is approximately 84,000 gallons. The water in the third pit will be recycled as wash water or used for dust suppression on the site. Solids will be removed from each pit when the volume occupied by the solids equals one half of the designed holding capacity of the pit. The solids are allowed to dry and are properly disposed of. If wash water is spilled or leaks from the recycling system or the washout area, it would flow to one of the airport stormwater detention ponds where it would ultimately be discharged to Little Brier Creek. Fifteen inches of freeboard will be maintained in the third washout pit at all times to accommodate a 10 year rain event (4.9 inches) over the three ponds. Wastewater Source 3: Wastewater Source 3 includes the aggregate stockpiles. The aggregate stockpiles will be wetted using a lawn sprinkler and hose. The sprinkler will be rotated around each stockpile during the day to cover all parts of each pile. Wetting the aggregate stockpiles is done to produce evaporative cooling of the stone. The evaporation of the water during this sprinkling process reduces the volume of water that ultimately flows away from the stockpiles. Wetting is not used on the sand stockpile. Per DOT specifications, both the aggregate and sand are washed prior to being delivered to the site, reducing the potential fines in stormwater runoff from the area covered by the stockpiles. Wetting of the aggregate stockpile will be conducted up to 24 hours per day when the plant is operating during summer months. The wastewater from the aggregate stockpile will consist of water from the welting of the stone and stormwater that falls on the pile. Wastewater from the sand stockpile will consist of only stormwater that falls on the pile. Stormwater and wastewater from both stockpiles will flow to the airport detention pond and ultimately be discharged to the surface. r Ie. :.f BUSINESS CORPORATION ANNUAL REPORT 10.20)7 NAME OF BUSINESS CORPORATION: McCarthy Improvement Company SECRETARY OF STATE ID NUMBER: 0626758 STATE OF FORMATION: IA REPORT FOR THE FISCAL YEAR END: 1 2/3 1 /20 1 7 SECTION A: REGISTERED AGENT'S INFORMATION =12:47 ice use ugly Report 89 7 1. NAME OF REGISTERED AGENT: Corporation ServiceCompany 2. SIGNATURE OF THE NEW REGISTERED AGENT: 3. REGISTERED OFFICE STREET ADDRESS & COUNTY 2626 Glenwood Avenue, Raleigh, NC 27608 Wake Countv SECTION B: PRINCIPAL OFFICE INFORMATION SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 4. REGISTERED OFFICE MAILING ADDRESS 2626 Glenwood Avenue„ Suite 550 Raleigh, NC 27608 1. DESCRIPTION OF NATURE OF BUSINESS: Construction 2. PRINCIPAL OFFICE PHONE NUMBER: (563) 359-0321 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction 4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5401 Victoria Avenue 5. PRINCIPAL OFFICE MAILING ADDRESS 5401 Victoria Avenue Davenport, IA 52807-3932 Davenport, IA 52807-3932 6. Select one of the following if applicable. (Optional see instructions) ❑ The company is a veteran -owned small business ❑ The company is a service -disabled veteran -owned small business SECTION C: OFFICERS (Enter additional officers in Section E.) NAME: Sonia Lyn Sundstedt NAME: Lawrence P Bush NAME: Joseph D Bush TITLE: Secretary TITLE: Treasurer ADDRESS: ADDRESS: 5401 VICTORIA AVENUE 5401 VICTORIAAVMUE DAVENPORT, IA 52807 Davenport, IA 52807 TITLE: Chief Operating Officer ADDRESS: 5401 VICTORIA AVENUE Davenport, IA 52807 SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirely by a person/business ent' Sonia Lyn Sundstedt 2/23/2018 SIGNATURE DATE Form must be signed by an officer listed under Section C of this form. Sonia Lyn Sundstedt . Secretary Print or Type Name of Officer Piinl or Type Title of Offcer MAIL TO: Secretary of State, Business Registratlon Divislon, Post Office Box 29525. Ralelgh, NO 27626-0525 SECTION E: ADDITIONAL OFFICERS NAME: Scott E Huttel NAME: TITLE: President TITLE: ADDRESS: ADDRESS: 5401 Victoria Avenue Davenport, IA 52807 NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: NAME: TITLE: ADDRESS: Name: TITLE: ADDRESS: NAME: TITLE: ADDRESS: 3/7/2019 Permit Facility Location Map u A O Perrr - NCG140469 is r c -r?j 35.915 i'-��aTieS Show search results for INC... NPDES Stormwater Program Permit PERMIT NCG140469 NUMBER OWNER McCarthy Improvement Company Inc FACILITY McCarthy RDU Concrete Batch Plant COUNTY Wake DEQ REGION Raleigh LOCATION 35.886400.-78,783900 WAIERBODY Little Brier Creek CLASS C;NSbV BASIN Neuse Zonin to VAT https://ncdenr.maps.arcgis.com/apps/webappviewertindex.html?id=3cda38498aa344d3a9O5a0437bc2al47 111 3/7/2019 Permit Facility Location Map li � U Perm- Ncclaaass x q , ' E7. _l D.%}u i, Show search results for NC... C: O NPDES Stormwater Program Permit r I -78.791 35.919 Degrees PERMIT NCG140469 NUMBER OWNER McCarthy Improvement Company Inc FACILITY McCarthy RDU Concrete Batch Plant COUNTY Wake DEQ REGION Raleigh LOCATION 35.886400,-78.783900 WATERBODY Little Brier Creek CLASS C;NSW BASIN Neuse Zoom to ,(' �/0�4m1<1,1, . r _ iC1�\ /�_ 1 rr _.' f.I�SC(r3iS f fl\V/Jl.'1�1liTf� i ?, .: https://ncdenr.maps.arcgis.com/appshvebappviewer/index.html?id=3cda38498aa344d3a905a0437be2al47 1/1 "...Y. " . tA'.rr V � —.: y1 . t .. _.:LEI W. 1 1L ku l • _ , - ... . SITE LOCATION MAP AL _ _.._.- /� 1,. - � ✓ �1 A O RT H DROP INLET - `--.. J - i � (�, 0 100 200 % t REC BRIER CRE S� y, EK > 4 .: , „ BURIED ,� I ��/ I sro, PtP /, ti, x rl_- .gyp �- SCALE N r•% _ 1 r '1> Jf tea, ' A, _ �l Tl=�t',raL! ^ELi ... 'O.xK ,.?'•C1 - _ _ %% ` ' �%" //, l ,- fit. . j '-,, - . 1 � OUTFALL COORDINATES. ; l J, 35°53'10 88"N � / 78 4TU1 82 W ' CO T JBURIE-STORMPIPD A I�• ,� G� VVV ENTRANCE - MIXING DRUM WASHOUT 1 - •:: AIR RT ." L ' . , (WASTEWATER \ .>--s r� '._'- 0 -7NJi. 0.75 Mile _. ," I. SOURCE / CONTROL \ .." '�' .: �. , , ,�.� i'•'! °' .�/! , ��\.! _ ! SCALE ROOM / Source: Southeast Durham NC, Bayleaf NC, Cary NC, and Raleigh West NC USGS 7.5 minute topographic _ ;' UNLLOAMG AREA ADMIX TANKS ILO quadrangle maps , / / " POST COMPOST SOCK % 6 SEDIMENT ,% SOCK FENCEINLET % i� PROTECTION / / TOR \ \`\ / aoNrEroRs T� �ENG This site is NOT located in a 100-yr floodplain DROP INLET AREA ##// T • \ NO streams or wetlands are present on this site �/ COMPOST ,- ..SOCK / �,� / IESEL CONVEYORS FUEL 1\. Receiving waters - Little Brier Creek TANK -' % �' v % EME This is a new site no significant leaks or spills have g P occurred at the site in the previous three years. % ;' BURIED STORMWATER/ / PLY H STORAGE - BTDRMPIP ; WASTEWATER /" OUTFALL No,1 AGG G�iITE.-P# .�.UNOW-- A' .. Ot1R;CE:a� \ % P Z / v / , �,,��'� OM / % SOCK,w��t M+ :C, L71AR' OEME WASHOUT PAD //�//1 �f l:�V,V!V,�7•!• :'UNLOADING ` \ A;GGREG; TE TRUCK BED — Total Site Area - 3.26 A . UT �. DRAINAGE :; 0.;1�:8,cie:►x►�X) �Aote,• ax) - SYSTEM Drainage Area No.1 = 3.26 A / AREA No. :: -' : (WASTEWATER Total Impervious Area = 2.85 A .GOf#RS .� \ ::•.'':.11!J:.':''•':''.' SOURCE 2 3.26 ACRES ) , \ REF49A �" Percent Impervious = 87/0 �r� 2SX1S WASHOUT sm WATER RECYCLING ; ,. i \ (0. Q'• CQ.rpr PITS ••;F 0.00 acres of the total site area are non -industrial % •: •' •; •'• �. Waste Water Sources: 1) Mixing drum washout- 2) Truck bed washout POST / % / / SOCK STORM PIPD ; j / 3) Aggregate & sand pile runoff' , \ , DROPINLET SYMBOLS USED Surface water flow direction LAYYDDOWN1 -/ / STORAGE / u►eT Drainage area boundary Equipment/building /�/ SOCK < Compost Sock Chain link fencing \ // 0- Buried stormwater pipe Site boundary , Impervious surface - �Q' P concrete or asphalt paving Topographic contour G / r , � N Q' \ / � € Natural or vegetated r surface r r �......"�V0P% j � Outfall location _ � f Material loading/unloading r x �' �� x s. 10 ` area Stormwater drop inlet Y/ V ��Ldt 4}{ ,�$'m'.. Nke k� J b d.T''' •A.� i _ ?t r'„ .*„'s s��, .L�;,, ➢-�+�-s fo o „''.<ri ty{,i :� tnt . x ,, t { XT N 0 W I c.i N a (, cM 00 Li) U Q LO V J � � M :3 X Z M y WOO Z m f'- .-. a � O LL `U U r l C4 J v4l�rrl Z PJ V IMMI z W 2 Z W ZP, g� rn Q aN U Milli! AO LIN H> N m WMEN W� iN o� z0 = 0e innVO �r- CD d/ tV V ! �:. .. r 1 ; Dui. i. N a r LL r O O 0 O O O u 0 W� = 7 i 9 0 1 �a.-__..._. SITE LOCATION MAP _ 1 L 4 . /r�IVORTH ,� �Py DROP INLET �,j v1 `'' ' t CEIVING Q 100 200 FT ,��'� WATERS' BRIER CREEK BURIED ,•' STORM PIPE L LITTLE SCALE 1 " = 35 r V t { r t J s i i r , ,J . ; I l-- � r • / `` w7 ,,.tip \ . �- / / - ` � •' ,. � v .'''_ / , �° SITE � —,_ , COORDINATES: 35053'10.86"N • ♦ / . ti` /1,78"4701.82"W z�,A i �i .''BURIED i' ,i'. OCK \ � *� `- Rodole J OC 8 1 — STORMPIP , ♦ . r f j DRUM MIXING M WASHOUT 4 � I (WASTEWATER `c - Ln- --. � l\, p `�� ' 7%'1 ,l )r. 0.75 Mile / f' CONTROL SOURCE ) RO� OM /SCALE :,� :-,. AOMoc TANK6 _- r / ADMIX .. UNLOADING AREA TANKS ILO \ ` •. Source: Southeast Durham NC, Bayleaf NC Cary NC, and Raleigh West NC USGS 7.5 minute topographic quadrangle maps i �� /: ,/ � - COMPOSTSOCK , / MPOST �/\ &SEDIMENT �' / SOCK�/ FENCE INLET i j PROTECTION /' located in 100yr floodplain / CONVEYORS L FUEL *..G This site is NOT a / -,�'DROP INLET TE AREA , COMPOST NO streams or wetlands are present on this site / / `,E SOCK �� IESEL CONVEYORS FUEL \ Receiving waters - Little Brier Creek -° TANK � � EM T � i This is a new site; no significant leaks or spills have occurred at the site in the previous three years. STORMWATER/ / FLY HSTORAGE BURIED i, STORM PIP A TEWATER ' W S •''•'''••'':•''•'•' •''••''••'•••••' ••• ••••'• •••'•••'•• \ OUTFALL NO /' AGG .G,�TE•Pi, NdFF:' fE1KA .. OtJR'CE a� , J/ Q► SOCK .: • . . .. . WASHOUT PAD �w,,���i��j�+ \ �� .... .. �7! ±'(y[jr�cV TE lNLOADING i TRUCK BED Total Site Area = 3.26 A .'' / .::;.:::':'::'::':':',:;. ::0raE::. :':::'::.:::':::'. '• ''.7oG - --- — WASHOUT ,.' DRAINAGE fl;1 :Qct@aiitiiO C ., ax) SYSTEM Drainage Area No.1 = 3.26 A / AREA No. ' '' (WASTEWATER ' : Total Impervious Area = 2.85 A \ 3.26 ACRES.::.:....:....' . SOURCE 2) / \ / Impervious 87% '�I \ i.4:'G•5.�t, VnR,, G�A4,:. / ARECYCONcWTERLIPIT$Percent 0.00 acres of the total site area are non -industrial \ Waste Water Sources: Was / i 1) Mixing drum washout - / OMPGST- 2) Truck bed washout ,,: SOCK '• ..._.. i STORMPIP /� �, -...___._.__--' - E' 3) Aggregate & sand pile runoff / i SYMBOLS USED �DROP INLET J� Surface water flow / / / STEEL �' /> uroowru / direction / OMPOST EQUIPMENT / / LAB / Drainage area boundary Equipment/building / SOCK STORAGE // /• `T Compost Sock Chain link fencing ' Buried stormwater pipe Site boundary Impervious surface - ref; concrete or asphalt paving Topographic contour Psf \ 41'r• ='. ,{ ysms 4 { d 2 'x k% °"' Si / Natural or vegetated V 3 b I r surface Outfall location a '"O�Q Material loading/unloading / area } k vuty+ R '4 xa,yy� `f' h � y � .p Y z Stormwater drop inlet ; ,r ;Mp /k d, l � Q{/ �� ;� , U'' '. .3'y1J, azj` ay1 " }-5' 3 ` •{S.l 1 x i 3;''-L•It " ry �ff 'Y �eA E4�- j ,Fi -. .,, __. .. .. - r ! _ {{ ':- '�� & --a Y �... A•`x, , � to ."., Yg: '\ 5; - §A "f i R. w€� � 4- pr<]k ,S `��' ��.3,+x x. T�•'�+`+ .( J r N 0 V N J O00 E �tia0 0� Jr�c?w �XZch y Co mu7 a H .-. vaoo(D ce I 9 W W U V 14 a C4Z ftft r LAi L I Z W 2 Z W zGo C Q 0 av =Z IIJ L6 W Co � W - X� z� = 09 V i. 0ro a LL O 0 8 W IL = 0) W s cLW , . . t a 4. I !I