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Home My WebLink AboutNCG140454_COMPLETE FILE - HISTORICAL_20170816STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO. DOC TYPE Jg HISTORICAL FILE ❑ MONITORING REPORTS DOC DATE p c2li I b I YYYYMMD TERRA CONSULTING August 16, 2017 Robert Patterson NC Dept. of Environmental Quality DEMLR Stormwater Program 1612 Mail Service Center Raleigh, NC 27699-1612 Mr. Patterson: This letter is being submitted on behalf of McCarthy Improvement Company as notification that the concrete batch plant covered by COC No.:NCG140454 issued July 28, 2017 anticipates beginning operations on August 28, 2017. If you have any questions please contact me at (770) 573-3055 or jack i c terraconsultin lIc.com or Kevin Crusa of McCarthy Improvement Company at (684) 630-0314 or kcrusa a,mccarthyii-nprovement.com. Thank you, - r, .0 e� Jacki Congleton Terra Consulting, LLC CC: Kevin Crusa, McCarthy Improvement Company, Inc. RECEIVED AUG 22 2017 tENRIAND QUAUTY MAMATER -MITTNG Terra Consulting, LLC • P.O. Box 1738 • Carrollton, GA 30112 • 770-573-3055 • www.terraconsultinglic.com . .r Permit Number NCG140454 Central Files: APS _ SWP 11/ 8l212017 Permit Tracking Slip Program Category Status Project Type NPDES SW Active New Project Permit Type Version Permit Classification Ready Mix Concrete StormwaterAVastewater Discharge COC 1.00 COG Primary Reviewer RECEIVED Permit Contact Affiliation roben.patterson AUG nn Coastal SWRule AU 0 z lV i I Permitted Flow CENTRAL FILESDWR SECTION Facility Facility Name Major/Minor Region McCarthy Warren County Concrete Batch Plant Minor Raleigh Location Address RECEIVED County 1224 Ridgeway Drewry Rd Warren AUG U 2 2017 Facility Contact Affiliation Manson NC 27553 Kevin Crusa CENTRAL FILES DWR SECTION Manager Project 590 Means St Nw Owner Atlanta GA 30318 Owner Name Owner Type McCarthy Improvement Company Non-Govemment Owner Affiliation Kevin Crusa Manager Project 590 Means St Nw DatestEvents Atlanta GA 30318 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 8/1/2017 6/15/2017 8/1/2017 8/1/2017 6/30/2022 Regulated Activities Requested /Received Events Ready mixed concrete - stormwater discharges RO staff report received 7112/17 Ready mixed concrete production RO staff report requested 716117 Ready mixed recycle system overflow Ready mixed stockpile wetting Outfall 001 Waterbody Name Streamindex Number Current Class Subbasin Smith Creek 23-10 C 03-02-07 Outfall 002 Waterbody Name Streamindex Number Current Class Subbasin Smith Creek 23-10 C. 03-02-07 s Energy, Mineral and Land Resources ENVIRONMENTAL QUALITY July 28, 2017 Mr. Kevin Crusa McCarthy Improvement Company 590 Means Street NW Atlanta, GA 30318 ROY COOPER Governor MICHAEL S. REGAN Secretary 'IIRACY DAVIS Director Subject: General Permit No. NCG140000 McCarthy Warren County Concrete Batch Plant COC No. NCG140454 Warren County Dear Mr. Crusa: In accordance with your application for a discharge permit received on June 15, 2017, we are forwarding herewith the subject certificate of coverage (COC) 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 note that NCG140000 contains effluent limitations for process wastewater discharges (see Part IV, Section D). Wastewater discharges must meet the requirements of these effluent limitations. An exceedance of any of these limitations is a violation of permit conditions. Please take notice that this certificate of coverage is not transferable except upon approval of the Division of Energy, Mineral and Land Resources. The Division of Energy, Mineral, and Land Resources 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, Mineral and Land Resources, the Coastal Area Management Act, or any other federal or local government permit that may be required. If you have any questions concerning this permit, please contact Robert Patterson at (919) 807-6370 or Robert. Patterson@ncdenr.gov. Sincerely, for Tracy E. Davis, P.E., CPM, Director Division of Energy, Mineral and Land Resources State of North Carolina I Environmental Quality I F.netgy, Mineral and Land Resources 1612 Mail Service Center ` 512 N. Salisbury St. I Raleigh, NC 27699 919 707 9200 T cc: Raleigh Regional Office Central Files Stormwater Program Files State of North Carolina I Environmental Quality I Energy, Minerat and Land Resources 1612 Mail Service Center 1 512 N. Salisbury St. I Raleigh, NC 27699 919 707 9200 T STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140454 STORMWATER & PROCESS 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 is hereby authorized to discharge stormwater and process wastewater from a facility located at McCarthy Warren County Concrete Batch Plant 1224 Ridgeway Drewry Road Manson Warren County to receiving waters designated as Smith Creek, a class C water in the Roanoke River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, II1, IV, V, and VI of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective August 1, 2017. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day July 28, 2017. for Tracy E. Davis, P.E., Director Division of Energy, Mineral and Land Resources By the Authority of the Environmental Management Commission NCG140454 Map Scale 1:24,000 McCarthy Improvement Company McCarthy Warren Co. Concrete Batch Plant Latitude: 36° 27' 22" N Longitude: 780 16' 05" W County: Warren Receiving Stream: Smith Creek Stream Class: C Stream Index: 23-10 River Basin: Roanoke �M"yl��ii ►'J ��\, Facility Location TERRA CONSULTING June 12, 2017 Stormwater Permitting Unit Program Division of Energy, Mineral and Land Resources 1612 Mail Service Center Raleigh, NC 27699-1612 Plan Reviewer: NC Dept of Environmental Quality J U N 15 2017 Raleigh Regional Office The enclosed Notice of Intent and site plan are being submitted on behalf of McCarthy Improvement Company for the operation of a proposed portable concrete batch plant to be located at 1224 Ridgeway Drewry Road, Manson in Warren County. The following documents have been enclosed: Check for application fee of $100.00; Completed Notice of Intent; Two (2) sets of the Site Plan (including vicinity map); and One (1) copy of Financial Responsibility form as evidence of Erosion and Sedimentation Control Plan submittal. McCarthy Improvement is contractual obligate to begin paving from this site July 15, 2017. If you have any questions or require additional information please contact me at (770) 573-3055 or jacki@lcrraconsultingllc.com. Thank you, Jacki Congleton Terra Consulting, LLC Enclosures CC: Kevin Crusa, McCarthy Improvement Company Terra Consulting, LLC • P.O. Box 1738 • Carrollton, GA 30112 • 770-573-3055 • www.terraconsultingllc.com APWA 4 9 • Division of Energy, Mineral and Land Resources Land Quality Section NCDENRNational Pollutant Discharge Elimination System Npgm CMpUH� p[GutTMiMT O% �MYIHOMHE•1T +.tu Nuww RE9pURCC; NCG140000 NOTICE OF INTENT Month National Pollutant Discharge Elimination System application for coverage under General Permit NCG140000: to STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: O SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete CD 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 exceedence of any of these limitations will result in a violation of the permit conditions. For questions, please contact the DEMLR Central Office or Regional Office in your area. (See page 6) (Please print or type) 1) Mailing address of owner/operator (official address to which all permit correspondence will be mailed): (please print or type all entries in this application form.) Legal Owner Name McCarthyImprovement Company (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 29 below) Kevin Crusa Street Address 590 Means Street NW City Atlanta State GA_ ZIP Code 30318 Telephone No, 864-630-0314 Email kcrusa mccarth im rovement.com Alternate Contact Name Steve Button email (if different) sbutton _mccarthyimprovement.com Alternate Contact Telephone (if different) (864) 414-0878 2) Location of facility producing discharge: Facility Name McCarthyWarren County Concrete Batch Plant Facility Contact Kevin_Crusa, Protect Manager Street Address 1224 Ridgeway Drewry Road City Manson State NC _ ZIP Code 27553 County Warren County Telephone No. 864 — 630-0314 Fax: NA 3) Physical location information: Please provide narrative directions to the facility (use street names, state road numbers, and distance and direction from a roadway intersection). From Raleigh travel north on Interstate Highway 85 (1-85) to exit 226 Ridgeway -Drewry, Road turn left (west)„travel for approximately, 0.2 mile to the construction entrance on the right. (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 361 27'22,18" Longitude -781116' 05.05" (deg, min, sec) 5) This NPDES Permit Application applies to the following (check all that apply): New or Proposed Facility ❑ Existing Facility Permit # Date operation is to begin August 1., 2017 SWU-229-11032011 Page 1 of 7 Last revised 712114 NCG140000 N.O.I. 6) Consultant's application information: Consultant: Consulting Firm: Mailing Address: City: Carrollton State: GA Zip Code: Phone: ( 770) 573-3055 Fax: (_ -- Email: (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 Stormwater Discharge, Wastewater Treatment & DischaLgee_and Permitting Information 9) Discharge points / Receiving waters: Number of discharge points (ditches, pipes, hannels, etc.) that convey stormwater and/or wastewater from the property: q-T >Li vrtwAYj a9� Stormwater-only: —� Wastewater -only: _0 Wastewater Commingled with Stormwater: T1 For new facilities: Expected date of commencement of discharge: August 1, 2017 What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater and/or wastewater discharges end up in? Smith Creek Receiving water classification(s), if known: C If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). NA Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes Z No Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must be approved by the N.C. Division of Water Resources, Public Water Supply Section, If DWR does not approve, coverage under NCG140000 cannot be granted. No new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW, 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 Page 2 of 7 SWU-229-07122011 Last revised 712114 NCG140000 N.O.I. 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 3 6 " 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)? Q 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 Q Q ❑ Wetting of raw material stockpiles (RM) Q Q ❑ Mixing drum cleaning (MD) Q Q ❑ Further explanation, if necessary: See Attachment A 13) Will your facility spray -down or actively wet aggregate piles? ❑ No Q Yes 14) Does the facility use any of the following on site? ❑ Phosphorus -containing Detergents ❑ Brighteners ❑ Other Cleaning Agents ❑ Non -Phosphorus -containing Detergents ❑ Other: 15) Are wastewater treatment facilities planned in the 100-year flood plain? Q No ❑ Yes 16) Does your facility use or plan to use a recycle system, or recycle components in your treatment system? Q Yes ❑ No If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr) 10 year Page 3 of 7 SWU-229-07122011 East revised 712114 NCG140000 N.O.I. W17) Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T i�_I .1000 and hold your facilities' working volume'? 1� ❑ Yes Q No Will your facility discharge wastewater to surface waters? ►7 Yes ❑ No If the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (including holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site, and does not discharge wastewater to surface waters, you may not be required to obtain an NPDES permit for wastewater discharges. If you believe this is the case, please contact DEMLR's Aquifer Protection Section Land Application Unit Central Office Supervisor or staff (1636 Mail Service Center, Raleigh, NC 27699-1636) for more information on obtaining the necessary permits or approvals. If you will discharge wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated with ready -mixed concrete or like operations under NCG140000. For further questions, please contact DEMLR's Stormwater Permitting Unit Staff. 18) 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? EVE 0 RIM 0 MD b) Connection to a Municipal or Regional Sewer Collection System: i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes 0 No (1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ 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?* c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000): i) Are you already proposing a closed -loop recycle system (CLRS)? ❑ Yes 2 No (1) If Yes, contact DEMLR's Aquifer Protection Section's Land Application Unit (2) If No, is this option technologically feasible (possible)? Why or why not?* see attachment A (3) If No, is it feasible to build a CLRS on your site? Why or why not?* see attachment A (4) What is the feasibility of building a CLRS compared to direct surface water discharge?* see attachment A 1 See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's website htti):llportal.ncdenr.org/weblwolaps/lau/r)olic,�s for more information. Page 4 of 7 SWU-229-07122011 Last revised 712114 NCG140000 N.O.I. d) Surface or Subsurface Disposal System (e.g., spray irrigation): i) Is a surface or subsurface disposal technologically feasible (possible)? ....................0 Yes ❑ No Why or Why not? See attachment A ii) Is a surface or subsurface disposal system feasible to implement?* ........................ 0 Yes ❑ No Why or Why not? _ See attachment iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?' See attachment e) 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?*... 0 Yes ❑ No i) if No, contact DEMLR's Land Application Unit to determine permitting requirements. f) 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? ..............❑ Yes 0 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. Stormwater: 19) Does this facility employ any best management practices for Stormwater control? ❑ No 0 Yes If yes, please briefly describe: See Attachment A 20) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No 0 Yes If yes, when was it implemented? The SPPP will be completely implemented before the commencement of operations 21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? 0 No ❑Yes If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes Other/Permiftin_q: 22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit? ❑ No 0 Yes If yes, list the permit numbers for all current E&SC permits for this facility: NCG 0100000 23) Is your facility subject to Phase II Post -Construction Area? ❑ Yes If yes, who is the permitting authority? 0 No 24) Is your facility located in one of the 20 Coastal Counties? ❑ Yes 0 No Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? ❑ Yes 0 No Page 5 of 7 5WU-229-07122011 Last revised 712114 NCG140000 N.O.I. 25) 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 Q Yes If yes, please attach your approval from the permitting authority to do so. 26) Does this facility have any other NPDES permits? ❑ No Q Yes If yes, list the permit numbers for all current NPDES permits for this facility: NCG0100000 applied for 27) Does this facility have any Non -Discharge permits (ex: recycle permits)? Q No ❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility: 28) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? Q No ❑ Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? Q No ❑ Yes c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? Q No ❑ Yes d) Type(s) of waste: used oil How is material stored: in one (1) 75-gallon self contained double wall plastic tank_ Where is material stored: in tank near the parts trailer How many disposal shipments per year: one 1 Name of transport 1 disposal vendor: Safety,.Kleen Vendor address: 6225 Old Stage Road, Raleigh, NC 27603 Final Checklist This application will be returned as incomplete unless all of the following items have been included: Q Check for $100 made payable to NC DENR. �P Q This completed application and all supporting documentation. See Question 10. 11r Q 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). Q Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater outfalls. See Question 10. Q A county trap or USGS quad sheet with location of facility clearly marked. 29) 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. Page 6 of 7 SVVU-229-07122011 Last revised 712114 NCGU0000 N.O.I. 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 orcontested case underthis 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. 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: Kevin Crusa Title: of Applicant) s of 7 (Date Signed) Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR Mail the entire package to: Stormwater Permitting Unit Program Division of Energy, Mineral and Land Resources 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 7 of 7 SWU-229-07122011 Last revised 712114 Attachment A NCG140000 N.O.I. Additional Information for Questions McCarthy Improvement Company, Inc. McCarthy Warren County Concrete Batch Plant 8) Description of Industrial Activities The facility will be a temporary concrete batch plant located on a 4.39 acre parcel ]eased by McCarthy Improvement Company located near the intersection of Interstate Highway 85 and Ridgeway Drewry Road in Warren County. The site was previously undeveloped pasture land. The McCarthy Improvement plant will provide the concrete for a repaving project in Interstate Highway 85. 12) Type of Wastewater A combination of wastewater and stormwatcr will be discharged from this facility's outfall intermittently during the 18 months the plant is expected to be located at this site. Wastewater will be comingled with stormwater only when the plant is in operation. The plant will operate intermittently during the 18 month on site. On the days the plant is operating the wastewater described in Attachment B will be generated. 16) Recycling system This plant will be using a series of'three settling pits to treat and recycle the washout water from the truck bed washout area. The plant anticipates approximately 200 washouts per day. Each washout will use approximately 50 gallons of water. The anticipated volume of wash water generated will be approximately 10,000 gallons per day, which will be contained and recycled through the settling pits. The total holding capacity of the settling pits will be approximately 90,000 gallons. The waste water from the third pit will be recycled as washout water and used for dust suppression on the vehicle travel routes on the site. Eighteen inches of freeboard will be maintained in the third washout pit to accommodate a 10 year rain (5.7 inches) event over the three ponds. 18) Wastewater Treatment Alternatives Review c) Closed -loop Recycling System (15A NCAC 2T .1000) (2) Construction of a CLRS meeting NC standards 15A NCAC 2T .1000 is not technologically feasible. The small size of the site does not provide the space necessary to construct the CLRS to meet the NC standards. (3) The plant will be located at this site for approximately 18 months. The limited operational time at the site does not justify the expense of constructing the CLRS. Additionally, this project, as with most similar projects, has a fairly short lead time and the six months or more that would be necessary for the design, approval, and installation of a CLRS is not available. (4) The time and disruption of constructed infrastructure required for the design, approval, and installation of a closed -loop recycling system that will be utilized for the treatment of a limited amount of wastewater the next I8 months cannot be justified. (d) Surface or Subsurface Disposal Systems (i) Wastewater from the recycling system can be used for dust suppression and a skimmer basin will reduce solids in the water discharged to the surface. (ii) Water from the recycling system described in Question 16 will be used for dust suppression when the residual suspended solids in the water make it impossible to continue recycling the water. Also, all wastewater will be contained within a skimmer basin which will allow a significant portion of the suspended solids to settle out before being discharged to the surface. (iii) Both methods of surface disposal are feasible and will be implemented. 19) Best Management Practices (BMP) (1) Perimeter containment/diversionary berms and a drainage Swale will direct the combined stormwater and wastewater discharges to the skimmer basin. (2) A skimmer basin at the cast end of the site 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) All disturbed surfaces within the site boundaries 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 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 and used oil from minor maintenance is stored in a 75-gallon double -wall tank. Attachment B — 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 drum. The drum on the plant will be washed out once per day on days he plant is operational. The wastewater produced from each washout is approximately 800 gallons per day. 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 location being paved. The plant anticipates producing 200 truckloads per day and the trucks will be washed out after each trip. Each washout will use approximately 50 gallons of water. The anticipated volume of wash water generated will be approximately 10,000 gallons per day, which will be contained and recycled through a series of three pits designed to allow suspended particles to settle out of the wash water. The combined holding capacity of the pits is approximately 90,000 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 the pits when they occupy one half of the designed holding capacity of the pit. The solids are dried and properly disposed of. Wastewater spilled or leaked from the recycling system or the washout area would flow to the skimmer basin and ultimately be discharged to the surface. Eighteen inches of freeboard will be maintained in the third washout pit to accommodate a 10 year rain (5.7 inches) event over the three ponds. Wastewater Source 3: Wastewater Source 3 includes the aggregate and sand stockpiles. The aggregate stockpile will be wetted using a lawn sprinkler and hose. The sprinkler will be rotated around the stockpile during the day to cover all parts of the pile. Wetting the aggregate stockpile is done to produce an 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 stockpile. Wetting is not used on the sand stockpile. Per DOT specifications both the aggregate and sand arc 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. 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 skimmer basin and ultimately be discharged to the surface, - Energy, Minerol and Land Resources ENVIRONMENTAL QUALITY July 28, 2017 Mr. Kevin Crusa McCarthy Improvement Company 590 Means Street NW Atlanta, GA 30318 ROY COOPER Gorernor MICHAEL S. REGAN Secretary TRACY DAVIS Director Subject: General Permit No. NCG140000 McCarthy Warren County Concrete Batch Plant COC No. NCG140454 Warren County Dear Mr. Crusa: In accordance with your application for a discharge permit received on June 15, 2017, we are forwarding herewith the subject certificate of coverage (COC) 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 note that NCG 140000 contains effluent limitations for process wastewater discharges (see Part IV, Section D). Wastewater discharges must meet the requirements of these effluent limitations. An exceedance of any of these limitations is a violation of permit conditions. Please take notice that this certificate of coverage is not transferable except upon approval of the Division of Energy, Mineral and Land Resources. The Division of Energy, Mineral, and Land Resources 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, Mineral and Land Resources, the Coastal Area Management Act, or any other federal or local government permit that may be required. If you have any questions concerning this permit, please contact Robert Patterson at (919) 807-6370 or Robert. Patterson@ncdenr.gov. Sincerely, Original Signed by Robert D. Patterson for Tracy E. Davis, P.E., CPM, Director Division of Energy, Mineral and Land Resources State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources 1612 Mail Service Center , 512 N, Salisbury St. I Raleigh, NC 27699 919 707 9200 T cc: Raleigh Regional Office Central Files Stormwater Program Files Slate of Nordi Carolina I Environmental Quality I Energy, Mineral and Land Resources 1612 Mail Service Center 1512 N. Salisbury St. I Raleigh, NC 27699 919 707 9200 T STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140454 STORMWATER & PROCESS 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 is hereby authorized to discharge stormwater and process wastewater from a facility located at McCarthy Warren County Concrete Batch Plant 1224 Ridgeway Drewry Road Manson Warren County to receiving waters designated as Smith Creek, a class C water in the Roanoke River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, 11, It 1, 1V, V, and VI of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective August 1, 2017. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day July 28, 2017. Original Signed by Robert D. Patterson for Tracy E. Davis, P.E., Director Division of Energy, Mineral and Land Resources By the Authority of the Environmental Management Commission NCG 140454 Map Scale 1:24,000 McCarthy Improvement Company McCarthy Warren Co. Concrete Batch Plant Latitude: 361 27' 22" N Longitude: 780 16' 05" W County: Warren Receiving Stream: Smith Creek Stream Class: C Stream Index: 23-10 River Basin: Roanoke Facility Location g- ------ — —' -- — ----- -- - _ , oo, WELLS FARGOMNK,.N.A. - TERRA CONSULTING LLC www.we1iaf8%0.c°m P.O. BOX 1738 84-22MO CARROLLTON, GA 30112 June.,1z 'PAY TOTHE' North Carolina NENR $ 100.00 ORDER OF J One hundred -and 00/100 ° -� DOLLA i V 1f McCarthy Improvement Company Warren Count Concrete Batch Plant - MEMO Y OA SIGNATURE HEAT Sef4 171 General Permit NCG1400000 application fee ° dww.r.iy-..—..-x...Z..cR=•vw"��.Z:6."l^fLS.S^'.""tic'^eT=w�•w`-�+m..—isi3f".S.S$IGii�.weans+��.r.v«ww.miw._Marewr^m1T ""l'AS CYlI Patterson, Robert D From: Valentine, Thad Sent: Wednesday, July 12, 2017 2:52 PM To: Patterson, Robert D Subject: McCarthy Batch Plant Plan Robert The drainage on the West side of the project appears to drain down the drive from the mixing drum washout area with no way of diverting the flow toward the basin. They should show a diversion swale in that area with contour elevations for the swale.