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Home My WebLink AboutNCG140426_COMPLETE FILE - HISTORICAL_20160418STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO /v � I LJ(�(Jo DOC TYPE 2"HISTORICALFILE ❑ MONITORING REPORTS DOC DATE ❑ c�QI�O OL4I b YYYYMMDD t5 PA1 MCCRORY Governor DONALD R VAN DER VAAR'T Secretary Enwronmental Quality April 18, 2016 Mr Kenneth Waegerle — Corportate ENS Manager Chandler Concrete/Piedmont, Inc PO Box 131 Burlington NC 27216-0331 Subject Multimedia Compliance Inspection Chandler Concrete/Piedmont, Inc — Plant 117 — Elm Street Guilford County Dear Permittee Department of Environmental Quality staff conducted a multimedia compliance inspection of Chandler Concrete/Piedmont, Inc — Plant 117 — Elm Street on April 6, 2016 for permitted and/or other activities administered by the following Divisions Division of Division of Energy, Division of Water Division of Waste Air Mineral, and Land Resources Management (DWM) Quality DAQ Resources DEMLR (DWR We hope that you have enjoyed the benefit of our initiative to provide a single inspector capable of handling multiple areas of environmental compliance at your facility The results of each applicable inspection area and any associated response actions or necessary corrective measures are detailed in the Division specific areas of the attached report If there are no notes or comments under each Division header, you may assume compliance with that particular Division's rules and regulations at the time of inspection Should violations be noted in the attached report, you may receive separate enforcement related correspondence in addition to this report if you have any questions regarding this multimedia inspection, please contact Mr Paul Williams at paul a williams@ncdenr goo Thank you for your cooperation end Air Quality Inspection Report Stormwater Inspection Report DAQ WSRO Files DEMLR WSRO Files DWR WSRO Files DWM WSRO Files StateorNorth Carolina i Environmental Quahty I Winston Salem Regional MCC 450 Weat Haaes Mill Read Smte 300 i Winston-Salem NC 27105 336 776 9700 T 1 336 776 9797 F NORTH CAROLINA DIVISION OF AIR QUALITY inspection Report Date 04/06/2016 Facility Data Chandler Concrete/Piedmont, Inc Plant 117 -Elm St 3107 C South Elm -Eugene Street Greensboro, NC 27402 Litt 36d l 5294m Long 79d 47 2998m SIC 3273 / Ready -Mixed Concrete NAICS 327321 Ready -Mix Corcrete Maaufacturmg Contact Data Facility Contact Authorized Contact Brian Marsh Kenneth Waegerle Plant Manager Corporate EHS Manager (336) 226-1181 1 (336) 226 1181 Winston-Salem Regional Office Chandler Concrete/Piedmont, Inc - Plant t 17 - Elm St NC Facility ID 4101197 County/FIPS Guilford/081 Permit Data Permit 09736 / R04 Issued 7/21/2014 Expires 12/31/2016 Classification Small Permit Status Active Current Permit Application(s) None Technical Contact I SIP Kenneth Waegerle Corporate EHS Manager (336)226-1181 Program Applicability Compliance Data Comments Inspection Date 04/06/2016 Inspector's Name Paul E Williams Inspector's Signature Operating Status Operating Compliance Code Compliance - inspection Action Code FCE. Date of Signature L I It RS On -Site Inspection Result Compliance Tnisil Acton] Pmmonc in TON.S/VRAR TSP S02 NOX VOC CO PM10 * HAP 2010 05000 -- - - -- -- 02300 01387 * Highest HAP Emitted Five Year Violation History None I Date Letter Type Rule Violated Violation Resolution Date Performed Stack Tests since last FCF None Date Test Results Test Methods) Permitted Sources Emission Emission Source ' Contro�Ili Source ID I Description i System Source(s) Tested Control System Description One truck -_mix concrete batch plant 132 cubic yards per hour ca aci consisiln of V - --- - - - - f Y P _ _ P h')� g ES-1 - Cement_storage-silo ES-2 Flyash storage silo I 3 - - - -- - - l l CD-1 bagfilter (2,148 square feet of filter area) ES-3 jF_ Weigh Hopper ES-4 , Truck loadout� Insignificant/ Exempt Activities Source Exemption PTAIs9 ource of Source of Title V ! Regulation Pollutants? IES-1 - One (1) Natural gas -fired 14 i�2Q 0102YesYes million Btu/hr hot water heater c)(2)(B)(u} I -- I IES-2 - 1000 gallon calcium chloride 2Q 0102 storage tank i {c)(1)(D)(iti) NO ' NO �Istorage IES-3 - 1000 gallon calcium chloride i2Q 0102 tank - — �! (c)(])(D}(ui) No No - --- -- — - -- - - - Introduction On April 6, 2016 Mr Paul Williams, Environmental Specialist, DAQ WSRO contacted Mr Kenneth Waegerle, Corporate EHS Manager, of Chandler Concrete/Piedmont, Inc -Plant I I7-Elm Street for an announced targeted multi -media compliance inspection The facility was previously inspected on October 7, 20I4 by this inspector and was found to be operating in compliance with thee' Air Quality Permit regulations at that time The facility is a concrete batehmg and truck -mix facility that currently operates 8-10 hours a day, five days a week, and 50 weeks per year During the winter months, they experience a reduction in production and operating hours Mr Waegerle stated that production has increased since this time last calendar year Mr Waegerle stated that the listed facility contact, Mr Robert McDaniel, is no longer with the company and that Brian Marsh, Plant Manager, should be added as the new facility contact This has been updated in IBEAM All other IBEAM contacts were verified as being accurate Mr Waegerle also stated that no new equipment has been added to the facility processes since the prior inspection Safety Equipment Safety shoes, eye protection, hard hat and safety vest are required within manufacturing areas Hearing protection is recommended Latitude/Longitude Verification The latitude and longitude coordinates were verified to be accurate as documented in IBEAM Applicable Regulations Applicable regulations listed in the air permit include Title 15A NCAC, Subchapter 2D 0202, 2D 05I5, 2D 0521, 2D 0535, 21) 0540, 21) 1100, 2D 1806, 2Q 0309 and 2Q 0711 This facility is not required to implement a risk management plan under the federal regulation 40 CFR 68, Section 112(r) because they do not produce, use or store any of the regulated chemicals in quantities above the threshold limits in the rule, but the facility is subject to the General Duty Clause of the rule Discussion The facility produces batch concrete in a truck -mixing process This plant currently produces mainly a 3,000-4,500 psi strength concrete used in road construction and residential purposes The facility has four outside bins containing the aggregates and sand, which are loaded by a front end loader These materials are weighed and then dispensed in measured amounts from the bottom of each hopper onto a conveyor that takes them to the weigh hopper Measured amounts of cement and flyash are dispensed from the silos into the weigh hopper Water and designated amounts of additives are then combined prior to the concrete being dropped into the mixing truck After the initial interview, Mr Waegerle presented Mr Williams with bagfilter maintenance records and monthly production records, which were found to be complete The bagfilter records indicated the facility performs internal maintenance inspections on a monthly basis, with the most recent being performed on April 4, 2016 Mr Waegerle stated the facility receives flyash approximately twice per week (on average) and cement approximately eight times per week The facility operates a cement storage silo (ES-1), flyash storage silo (ES-2), weigh hopper (ES-3) and a truck loadout operation (ES-4) Particulate matter, from all four permitted sources, is controlled by a central bagfilter (CD-1), which contains a total of 77 bags During the inspection, one mixing truck was observed being loaded and the cement storage silo being filled Minimal dust was observed escaping the loadout skirt as it was being disengaged No visible emissions were observed coming from the bagfilter system during the cement transfer On this day, the plant was operating at approximately 45 cubic yards per hour The loadDUt skirt appeared to be in good condition and fitted well to the trucks being loaded with concrete The bagfilter (CD-1) is equipped with a magnehelic gauge, and was reading 4 9 inches of water column This gauge is located near the bottom of the bagfilter and can only be read at the bagfilter The facility operates two 1,000-gallon aboveground storage tanks used for additives in the concrete mix Both tanks (IES-2, IES-3) contain Calcium Chloride Both tanks are exempt from permitting in accordance with regulation 2Q 0 1 02(c)(1)(D)(iii) The facility also operates a natural gas -fired water heater (IES-1) used to heat process water, mainly in the winter months It is exempt from permitting in accordance with 2Q 0102(c)(2)(B)(ii), which exempts natural gas -fired combustion sources with maximum hourly heat inputs less than 65 million Btu This heater is located outside and adjacent to the truck loadout area Permit Conditions/ Applicable Regulations Condition A 2 contains the 2D 0202 requirements, which include submitting an emissions inventory at least 90 days prior to the expiration date of the permit The facility's permit expires on December 31, 2016 and must include an emissions inventory for the 2015 calendar year Mr Williams discussed the renewal process and emissions inventory with Mr Waegerle and compliance with this condition is anticipated Condition A-3 contains the 2D 0515 requirement associated with particulates from miscellaneous industrial processes According to the facilities emissions table published in Permit Review R04, emissions fall well below the allotted threshold for particulate matter Also, the emission sources, baghouse, and connecting ductwork appeared to be in good condition during this inspection Compliance with this condition is indicated Condition A 4 contains the 2D 0521 requirement associated with the control of any visible emissions from errussion sources that may be discharged from vents or stacks No visible emissions were observed during this inspection Compliance with this condition is indicated Condition A 5 contains the requirements for 2D 0535 which requires the facility to notify the DAQ of any malfunctions associated with a source causing an excess of emissions lasting more than four hours Mr Waegerle stated there had been no such incidents and that operations are halted immediately if there are any malfunctions of any kind Compliance with this condition is indicated Condition A 6 contains the requirements for 2D 0540 which requires the facility to control any fugitive dust emissions that may travel beyond the property boundary and cause a complaint Approximately half of the production area is paved and Mr Waegerle stated that all non -paved surfaces are wetted, using water from the onsite retention pond, during periods of dry conditions No fugitive dust was observed traveling beyond the property boundaries during this inspection Compliance with this condition is indicated Condition A 7 contains the requirements for 2D 1100 toxic air pollutant emissions limitation and reporting requirements This condition limits the facility's emissions of arsenic & compounds to 0 07233 pounds per year and the total production of concrete to 150,000 cubic yards per calendar year They must keep records of monthly concrete production on -site and submit annual reports containing the monthly and yearly production summaries This condition also contains the requirements for the annual internal inspection and maintenance of the bagfilter system, CD-1 Mr McDaniel provided Mr Williams with records showing the most recent internal inspection had been performed on April 4, 2016 The last annual report from the facility was received on January 29, 2016 listing the following production data I Reporting Period, 2015 1 Total Production, cubic vards I 45.059 Mr Waegerle provided the inspector with the following year to date production records Recordkeeping Period, 2016 _ Production, cubic yard9 Year -to -Date, through March 9,523 - --� Compliance with this condition is indicated Condition A 8 contains the requirements for 2D 1806 which requires the facility to control and prohibition of odorous emissions No objectionable odors were present during this inspection Review of the facility file showed that no odor complaints have been made Compliance with this condition is indicated Condition A 10 contains the requirements for 2Q 071 which requires the facility to limit the toxic air pollutants (TAPS) in accordance with the Toxic Permit Emission Rates (TPERs) This condition requires the facility to apply for a permit modification prior to exceeding the toxic permitted emission rates (TPER) listed in regulation 2Q 0711 1 he facility's actual TA1' emissions, which were calculated using the 2011 emissions inventory, are listed with their corresponding TPER limits in the following table, from permit review R03, indicating compliance with this condition Pollutant Actual Emissions TPER Beryllium 0 00071 lb/yr 0 28 lb/yr Cadmium 0 00008 lbbI 0 037 lb/yr Chromium 0 000099 lb/di 0 0 t 3 lb/day Manganese 0 00048 lb/da 0 63 lb/day Nickel 0 00012 lb/day 0 13 lb/day NSPS/NESHAP This facility does not appear to be subject to any NSPS or NESHAP rules at this time Facility Wide Emissions Actual emissions from permit review R03 for Chandler Concrete/Piedmont, Inc — Plant 117- Elm Street (Leo L Govemale, P E , July, 21 2014) Pollutant - --F Actual Emissions - (tons/yr) -- i PM 0 504 PMra _ 0 232 --- — NOx 002 , _ VOC <0 01 Total HAPs 0 89 lb/yr — Highest HAP (Mn) _ - _ 0 14 lb/yr Permit Issues There do not appear to be any permit issues at this time 5 Year Compliance History This facility has not been issued an NOD, NOV, or NOWNTRE in the past 5 years Conclusion Based on visual observations and review of records, Chandler Concrete/Ptedmont, lnc -Plant 117-Elm St appears to be operating in compliance with all applicable Air Quality standards and regulations at the time of this inspection Compliance Inspection Report Permit NCG140426 Effective 03/21/13 Expiration 06/30/16 Owner Chandler Concrete/Piedmont Inc SOC Effective Expiration Facility Chandler Concrete/Piedmont Inc Plant 117 County Guilford 3107 C S Elm Eugene St Region Winston-Salem Greensboro NC 27406 Contact Person Kenneth E Waegerle Title Phone 336 226 1181 Directions to Facility Take interstate 40 to Greensboro take south Elm Eugene St exit and proceed south about 0 8 mi turn left onto evander dr to 3107 R3 S Elm Eugene St System Classifications Primary ORC Certification Phone Secondary ORC(s) On Site Reprosentalive(s) Related Permits Inspection Date 04106/2016 Entry Time 10 OOAM Exit Time 12 DOPM Primary Inspector Lon Snider Phone 336-776-9701 Secondary Inspector(s) Sue L Homewood Reason for Inspection Routine Inspection Type Compliance Evaluation Permit Inspection Type Ready Mix Concrete StormwaterlWastewater Discharge COC Facility Status Compliant Not Compliant Question Areas Storm Water (See attachment summary) Page 1 Permit NCG14042E Owner Facitity Chandler Ccncrets'Pied mont Inc Inspectlon Data 04l0612016 Inspection Type Compliance Evaluation Reason for Visit Routine Inspection Summary Page 2 N Pamnt NCG140426 Owner Facility Chandler ConrretelPiedmonl Inc Inspection Data 04105/201 B Inspection Type Compltancae Evaluation Reason for Visit Routine Stormwatar Pollution Prevention Plan Yes No HA NE Does the site have a Stormwater Pollution Prevention Plan ■ ❑ ❑ ❑ # Does the Plan include a General Location (USGS) map? ■ ❑ ❑ ❑ i # Does the Plan include a Narrative Description of Practices . ❑ ❑ ❑ I # Does the Plan include a detailed site map including outfali locations and drainage areas? ❑ ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? ❑ ❑ ❑ # Has the Facility evaluated feasible alternatives to current practices? ❑ ❑ ❑ # Does the facility provide all necessary secondary containment? 0 ❑ ❑ ❑ i # Does the Plan include a BMP summary? ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ❑ ❑ ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan 0 ❑ ❑ ❑ # Does the facility provide and document Employee Training? ■ ❑ ❑ ❑ # Does the Plan include a list of Responsible Party(s)? e ❑ ❑ ❑ # is the Plan reviewed and updated annually? 0 ❑ ❑ ❑ # Does the Plan include a Slormwater Facility Inspection Program? ■ ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? M ❑ ❑ ❑ i Comment This visit was Dart of Multimedia inspection training program The faciltty has a SPPP and it was implemeted Employee training was conducted on Jan 30. 2016 as documeted in the Ulan I Qualitative Monitoring Yea No NA NE Has the facility conducted its Qualitative Monitoring semi annually? A ❑ ❑ ❑ Comment Qualitative monitoring was conducted semi annually per the permit requlrments on 6/29/2015 & 9/3012016 . Analytical Monitoring Yes No NA NE Has the facility conducted Its Analytical monitoring? M 000 # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ M ❑ Comment Analytical monitoring was not conducted due to no flow Permit and Outfalis Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ® Cl ❑ ❑ Mere all oulfalls observed during the inspection? ■ ❑ ❑ ❑ # if the facility has representative outfall status is it properly documented by the Division? ❑ ❑ ■ ❑ # Has the facility evaluated all illicit (non stormwater) discharges? ®❑ ❑ ❑ Comment Page 3 T -W �1 GREENSBORO H041" CA10kINA December 15, 2015 WATER RESOURCES Attn Ken Waegerle Chandler Concrete Company, Inc 207 S Swing Road Greensboro, NC 27410 RE Industrial Compliance Inspection Inspection location Chandler Concrete 3107 S Elm -Eugene Street SW Permit # NCG140426 Dear Mr Waegerle On December 11, 2015 the City of Greensboro Stormwater Management Division completed an industrial compliance inspection of Chandler Concrete Local regulations permit an inspection of Industrial facilities under authority granted by City of Greensboro Code of Ordinance Chapter 30, Article 12, Section 7 1 (C-5) This Inspection consisted of two parts a review of the facility files/records and an on -site facility inspection The Inspection was performed by Debbie Shoffner, and the following was noted during the inspection Stormwater Pollution Prevention Plan/Spill Plan Review Site Maps and SWP3 ♦ No deficiencies observed Spill Prevention and Response Plan ♦ No deficiencies observed Monitoring ♦ No deficiencies observed Employee Training ♦ No deficiencies observed PO BOX 1170 GREENSBORO NC 27402-1170 WWW GREENSBORO-NC GOV 336 373-CITY (2489) WR5= Site Inspection Preventative Maintenance/Good Housekeeping ♦ No deficiencies observed Non-Stormwater Discharges ♦ No deficiencies observed We appreciate your continued cooperation and proactive approach If you have questions or concerns at any time, please contact me at 336-373-2741 or Debbie Shoffner@greensboro-nc gov Sincerely, k" Debbie Shoffner, Water Quality Analyst City of Greensboro, Water Resources Department cc Peter Schneider, Water Quality Supervisor Glen White, N C Dept of Environment Quality Industrial Inspection File PO BOX 1170 GREENSBORO NC 27402-1170 WWW GREEN5BORO-NC GOV 336 373-CITY (2489) W R 5= Compliance Inspection Report Permit NCG140426 Effective 03/21/13 Expiration 06/30116 Owner Chandler Concrete/Piedmont Inc SOC Effective Expiration Facility Chandler ConcretelPredmont Inc Plant 117 County Guilford 3107 C S Elm Eugene St Region Winston Salem Greensboro NC 27405 Contact Person Kenneth E Waegerle Title Phone 336 226 1181 Directions to Facility Take interstate 40 to Greensboro take south Elm Eugene St exit and proceed south about 0 8 mi turn left onto evander dr to 3107 R3 S Elm Eugene St System Classifications Primary ORC Certification Phone Secondary ORC(s) On Site Representative(s) Related Permits Inspection Date 12/11/2015 Entry Time 10 OOAM Exit Time 11 OOAM Primary Inspector Glen While Phone 336 776 9800 Secondary Inspector(s) Reason for Inspection Routine Inspection Type Compliance Evaluation Permit Inspection Type Ready Mix Concrete Stormwater/ Wastewater Discharge COC Facility Status Compliant ❑ Not Compliant Question Areas Storm Water (See attachment summary) Page 1 Permit NGG140426 Owner Facility Chandler Concrete/Piedmont Inc Inspection Date 1211112015 Inspection Type Compliance Evaluation Reason for Visit Routine Inspection Summary See Inspection Letter by pebble Shoffner Greensboro Water Quality Analyst Page 2 Permit NCG140426 Owner Facility Chandler Concrete/Piedmont Inc Inspection Date 12/11/2015 Inspection Type Compliance Evaluation Reason for Visit Routine Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? ® ❑ ❑ ❑ # Does the Plan Include a General Location (USGS) map? N ❑ ❑ ❑ # Does the Plan Include a Narrative Description of Practices ? M ❑ ❑ ❑ # Does the Plan Include a detailed site map including outfall locations and drainage areas? 0 ❑ ❑ ❑ # Does the Plan include a list of significant spills occurring during the past 3 years? ■ ❑ ❑ ❑ # Has the facility evaluated feasible alternatives to current practices? 0 ❑ ❑ ❑ # Does the facility provide all necessary secondary containment? 0 ❑ ❑ ❑ # Does the Plan Include a BMP summary? S ❑ ❑ ❑ # Does the Plan Include a Spill Prevention and Response Plan (SPRP)? O ❑ ❑ ❑ # Does the Plan Include a Preventative Maintenance and Good Housekeeping Plan? ■ ❑ ❑ ❑ # Does the facility provide and document Employee Training? E ❑ ❑ ❑ # Does the Plan Include a list of Responsible Party(s)? 0 ❑ ❑ ❑ # Is the Plan reviewed and updated annually? ❑ ❑ ❑ # Does the Plan Include a Stormwater Facility Inspection Program? ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? ❑ ❑ ❑ Comment Qualitative Monitoring Yes No NA NE Has the facility conducted Its Qualilatwe Monitoring semi annually? ® ❑ ❑ ❑ Comment Analytical Monitoring Yes No NA NE Has the facility conducted Its Analytical monitoring? 0 ❑ ❑ ❑ # Has the facility conducted Its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ S ❑ Comment Permit and Qutfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? a ❑ ❑ ❑ # Were all outfalls observed during the inspection? E ❑ ❑ ❑ # If the facility has representative outfall status is it properly documented by the Division? ® ❑ ❑ ❑ # Has the facility evaluated all illicit (non stormwater) discharges? a ❑ ❑ ❑ Comment Page 3 :IN FIFA N C eCi�c1L Dept �.fF NCD NR �� 2�, �1 North Carolina Department of Environment and Natural Resources EG o ° L SA'' c Pat McCrory Governor Mr T E Chandler, Jr Chandler Concrete/Piedmont, Inc P O Box 131 Burlington, N C 27216 Dear Mr Chandler John E Skvarla, III Secretary July 18, 2014 Subject NPDES General Permit NCG140000 Chandler Concrete/Piedmont, Inc Formerly VCNA Prestige Concrete Products, Inc Certificate of Coverage NCG 140426 Guilford County Division personnel received your request to revise your stormwater permit Certificate of Coverage to accurately reflect your new company and/or facility name Please find enclosed the revised Certificate of Coverage The terms and conditions contained in the General Permit remain unchanged and in full effect This revised Certificate of Coverage is issued under the requirements of North Carolina General Statutes 143-215 1 and the Memorandum of Agreement between North Carolina and the U S Environmental Protection Agency If you have any questions or need further information, please contact the Stormwater Permitting Program at (919) 707-9220 Sincerely, ORIGINAL SIGNED FJ� KEN PICKLE for Tracy E Davis, P E, CPM, Director Division of Energy, Mineral and Land Resources cc Winston-Salem Regional Office, M Gantt Stormwater Permitting Program Files Central Files Division of Energy, Mineral, and Land Resources Energy Section • Geological Survey Section - Land Quality Section 1612 Mail Service Center, Raleigh, North Carolina 27699 1612.919 707 92001 FAX 919 715 8801 512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet http Ilportal ncdenr oralweb/lrl An Equal Opportunity 1 Affirmative Action Employer -- 50% Recycled 110% Post Consumer Paper STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NA FURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES GENERAL PERMIT NO NCG140000 CERTIFICATE OF COVERAGE No NCG14042b STORMWATER 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, Chandler Concrete/Piedmont, Inc is hereby authorized to discharge stormwater from a facility located at Chandler Concrete/Piedmont, Inc — Plant 117 3107-C South Elm -Eugene Street Greensboro Guilford County to receiving waters designated as an UT to South Buffalo Creels, a class WS-V, NSW water to the Cape Fear River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1,11, Ill, and IV of General Permit No NCG140000 as attached This certificate of coverage shall become effective July 15, 2014 This Certificate of Coverage shall remain in effect for the duration of the General Permit Signed this day July 15, 2014 ORIG1NAl. SIGNED Sl KEN PICKLE for Tracy E Davis, P E , Director Division of Energy, Mineral, and Land Resources By the Authority of the Environmental Management Commission i Compliance Inspection Report Permit NCG140426 Effective 03/21/13 Expiration 06/30/16 Owner Vcna Prestige Concrete Products Inc SOC Effective Expiration Facility VCNA Prestige Ready Mix County Guilford 3107 R3 S Elm Eugene St Region Winston-Salem Greensboro NC 27406 Contact Person C Tom Long Title Phone 336-378 1002 Directions to Facility Take interstate 40 to Greensboro take south Elm Eugene St exit and proceed south about 0 8 mi turn left onto evander dr to 3107 R3 S Elm Eugene St System Classifications Primary ORC Certification Phone Secondary ORC(s) On Site Representative(s) Related Permits Inspection Date 03/2412014 Entry Time 10 30 AM Exit Time 01 00 PM Primary Inspector Sue White Phone 336-771-5000 Secondary Inspector(s) Reason for Inspection Complaint Inspection Type Compliance Evaluation Permit Inspection Type Ready Mix Concrete StormwaterlWastewater Discharge COC Facility Status ® Compliant 0 Not Compliant Question Areas ® Storm Water (See attachment summary) Page 1 M`, Permit NCG140426 Owner Facility Vcna Prestige Concrete Products Inc Inspection Date 03/2412014 Inspection Type Compliance Evaluation Reason for Visit Complaint Inspection Summary Page 2 r Permit NCG140426 Owner Facility Vcna Prestige Concrete Products Inc Inspection Date 03/24/2014 Inspection Type Compliance Evaluation Reason for Visit Complaint Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? ® n n n # Does the Plan include a General Location (USGS) map? ® n n n # Does the Plan include a Narrative Description of Practices ? ® ❑ # Does the Plan include a detailed site ma including outfall locations and drainage areas? P 9 g ® n n n # Does the Plan include a list of significant spills occurring during the past 3 years? ® n n ❑ # Has the facility evaluated feasible alternatives to current practices? ®❑ n n # Does the facility provide all necessary secondary containment? ® n n n # Does the Plan include a BMP summary? ® n n n # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ®❑ n n # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ®n n n # Does the facility provide and document Employee Training? m 0 n n # Does the Plan include a list of Responsible Party(s)? ® 0 n ❑ # Is the Plan reviewed and updated annually? ® n n n # Does the Plan include a Stormwater Facility Inspection Program? ® n n n Has the Stormwater Pollution Prevention Plan been implemented? ® n n n Comment Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? n n n n Comment Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? ® n n n # Has the facility conducted its Analytscal monitoring from Vehicle Maintenance areas? n n M n Comment Permit and Outfalls Yes No NA NE # is a copy of the Permit and the Certificate of Coverage available at the site? ® Q n n # Were all outfalls observed during the inspection? ® n n n # If the facility has representative outfall status is it properly documented by the Division? ® n n n # Has the facility evaluated all illicit (non stormwater) discharges? Q n ® Cl Comment Page 3 Pat McCrory Governor Y y ` DENR North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Wakild, P E Director �rcc�vEo , N C Dept of ENR Mr Norm Wolff VCNA Prestige Concrete Products, Inc 8529 South Park Cir , Ste 320 Orlando, FL 32819 Dear Mr Wolff March 21, 2013 MAR 2 7 2013 Winston Salem Reg ionaI Office John E Skvarla, III Secretary Subject General Permit No NCG140000 VCNA Prestige Ready Mix COC No NCG140426 Guilford County In accordance with your application for a discharge permit received on January 25, 2013, 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 exceedence of any of these hmrtatrons is a violation of permit conditions Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water Quality The Division of Water Quality 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 Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other federal or local governmental permit that may be required Per the requirements of the Jordan Lake Nutrient Strategy Buffer Rule, all stormwater drainage to stream buffers, from portions of this site that have been constructed after August 11, 2009, must be discharged through a correctly designed level spreader or another device that meets diffuse flow requirements per 15A NCAC 2B 0267 Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at http Hportal ncdenr orQlweb/wq/ws/su/bmp-manual Wetlands and 5tormwater 8ranrh 1617 Mail Service Center Raleigh North Caroiina 27699 1617 Loci; on 512 N Sa+isbu�y St Rc'eigh North Carolina 276DA Phoi 919 807 6300 i SAX 9111 .07 6494 intern, www nowaterqupfrty ory AnF1 1 7ppart- atylAffirmative t ii n mplo ^i North Carolina ;I Wl AdY i Mr Nora Wolff lip VCNA Piestige Conci etc Pr,)dusts, Inc NCG14044G Marsh. 21, 2013 Please note that permit requirements in Part II, Section A, numbers 1-5, and Part II, Section B, number I are no longer valid per NC Session Law 2011-394 However, note that Part II, Section A, number 6, and Part II, Section B, numbers 2-10 are unaffected by this Session Law Those sections will remain in effect for the duration of this permit term Please be reminded that your facility must notify the appropriate DWQ Regional Office at least 72 hours in advance of operation of your wastewater treatment facility If you have any questions concerning this permit, please contact Robert Patterson at telephone number (919) 807-6375, or robert patterson@ncdenr gov Sincerely, ORIGINAL SIGNED M ford � aiRKWakild, P E cc Mike Mickey — Winston-Salem Regional Office Central Files Stormwater Permitting Unit Files enclosure Page 2 of 2 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO NCG140000 CERTIFICATE OF COVERAGE No NCG140426 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, VCNA Prestige Concrete Products, Inc is hereby authorized to discharge stormwater and process wastewater from a facility located at VCNA Prestige Ready Mix 3107 R3 S Elm Eugene St Greensboro Guilford County to receiving waters designated as an UT to South Buffalo Creek, a class WS-V, NSW water in the Cape Fear River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No NCG140000 as attached This certificate of coverage shall become effective March 21, 2013 This Certificate of Coverage shall remain in effect for the duration of the General Permit Signed this day March 21, 2013 ORIGINAL SIGNED 6) KEN PICKLE for Charles Wakild, P E, Director Division of Water Quality By the Authority of the Environmental Management Commission r -. I Pat McCrory Governor HCDEN North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Waklld, P E Director REGENED rj N C Dept or ENR Mr Norm Wolff VCNA Prestige Concrete Products, Inc 8529 South Park Cir, , Ste 320 Orlando, FL 32819 Dear Mr Wolff March 21, 2013 MAR 2 d 2013 Winston Salem Regtonal 01i1r,e John E Skvarla, III Secretary Subject General Permit No NCG140000 VCNA Prestige Ready Mix COC No NCG140426 Guilford County In accordance with your application for a discharge permit received on January 25, 2013, 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 exceedence of any of these limitations is a violation of permit conditions Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water Quality The Division of Water Quality 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 Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other federal or local governmental permit that may be required 'Per the requirements of the Jordan Lake Nutrient Strategy Buffer Rule, all stormwater drainage to stream buffers, from portions of this site that have been constructed after August 11, 2009, must be discharged through a correctly designed Ievel spreader or another device that meets diffuse flow requirements per 15A NCAC 2B 0267 Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at htt /f ortal ncdenr or /web/w /ws/su/bm -manual Wetlands and Stormwater Branrh 1617 ,Mail Service Center Ralei.h North Caroisna 27699 1517 Lora Ran 512 N 5alisbu St Rclergh North Carolina 27600 Phoi � 919 807 63001 FAX 91(' ,07 6494 InternL www rimate(quplity org Pn" I )pportl ntylAffirmaliveP i n mplo r Nne oithCarolina N6 tffi alto# Mr Non Wolff VCNA Piesuge Concrete Products, Inc NCG 1404 ZG March 21, 2013 Please note that permit requirements in Part II, Section A, numbers 1-5, and Part 11, Section B, number 1 are no longer valid per NC Session Law 2011-394 However, note that Part II, Section A, number 6, and Part II, Section B, numbers 2-10 are unaffected by this Session Law Those sections will remain in effect for the duration of this permit term Please be reminded that your facility must notify the appropriate DWQ Regional Office at least 72 hours in advance of operation of your wastewater treatment facility If you have any questions concerning this permit, please contact Robert Patterson at telephone number (919) 807-6375, or robert patterson@ncdenr gov Sincerely; ORIGINAL SIGNED Ri forKNr'1esKaktld, 1' E' cc Mike Mickey — Winston-Salem Regional Office Central Files Stormwater Permitting Unit Files enclosure Page 2 of 2 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AN❑ NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO NCG140000 CERTIFICATE OF COVERAGE No NCG140426 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, VCNA Prestige Concrete Products, Inc is hereby authorized to discharge stormwater and process wastewater from a facility located at VCNA Prestige Ready Mix 3107 R3 S Elm Eugene St Greensboro Guilford County to receiving waters designated as an UT to South Buffalo Creek, a class WS-V, NSW water in the Cape Fear River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 11, III, IV, V, and VI of General Permit No NCG140000 as attached This certificate of coverage shall become effective March 21, 2013 This Certificate of Coverage shall remain in effect for the duration of the General Permit Signed this day March 21, 2013 ORIGINAL SIGNED 81 S PIS for Charles Wakild, P E, Director Division of Water Quality By the Authority of the Environmental Management Commission Mickey, Mike From Patterson, Robert Sent Wednesday, February 13, 2013 9 46 AM To Mickey Mike Cc Basinger Corey Subject NCG140426 - VCNA Prestige Ready Mix Guilford Co Attachments N01 pdf Mike, Please see N01 attached I'm also forwarding you a set of the hardcopy plans We have received an application for coverage of an existing facility under NCG 14 from VCNA There will be significant site rework and grading from how is existing The facility drains to an UT to South Buffalo Creek (class WS-V, NSW) in Greensboro (Guilford County) They have vehicle maintenance, but no haz waste They also have all 3 types of ready mix ww, but only aggregate wetting will discharge directly to stormwater The other 2 types of ww will be directed to a recycle system that will overflow beyond a 10-yr storm As proposed, it will not meet the 2T rules, so it will be covered as a ww discharge under the NCG14 The ww recycle system is also partially within the 100-yrflood zone Since it discharges to a water supply classified stream, I'll also have to be getting public water supply to sign -off on it Does the WSRO have any concerns about issuing this facility a COC for this general permit? Thanks Robert D Patterson, PE Environmental Engineer NCDENR I DWQ I Storrnwater Permitting 1617 Mail Service Center Raleigh NC 27699 1617 Marl 1 512 N Salisbury St 9'h Floor, Raleigh, NC 27604 Locauon & Parcels (919) 807-6375 Phone 1 (919) 807 6494 Fax I Robert Patterwnnncdenr gov Email I httfl 11aortal ncdenr org/wrl:i1_w(i1ws1su Websrte bA Before printing this email please consider your budget and the environment E mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation 11 . `— ' , i 1` 1, � � � + ' - c� .Zr • - ' V i - 4 • �ti }�� i� c jl� �Irll 7 •• �Zt�'f 4 1)I .s - iT� 10 SITE Ito 173 i I IMPAIRED WATER • •; c ak ,! f.r (� �' `■.tii 303(d) LIST ? 16-11-14-29 yy Ir f,, i• 1! 1� f�� t, .. Y. � +� • i� ," r 4- • Imo• , r • _ t ,W•�, * _ 41 11/ :� �r�■a. t • ..Io,.. FIGURE 1 SOURCE: SITE LOCATION MAP USGS TOPOGRAPHIC MAP PRESTIGE CONCRETE PRODUCTS GREENSBORO NORTH CAROLINA 3107 R3 SOUTH ELM EUGENE STREET QUADRANGLE DATED 1951, REVISED 1994 GREENSBORO, NORTH CAROLINA r SCALE: 1" - 2000' ECS PROJECT NO. 09-21436A _ll V Nde aeMnq Wmh W Wdnq Drum aear irg Settling Chamber I '11 Settling Settling Chamber Chamber 2 3 * 65 gal/hr - 6 hrs/okay - only when temperature is greater than 80OF FIGURE 2 SOURCE: WATER FLOW PRESTIGE CONCRETE PRODUCTS FIELD NOTES 3107 R3 SOUTH ELM EUGENE STREET AND DRAWINGS GREENSBORO, NORTH CAROLINA NOT TO SCALE CGQG'3�II�l�lLg3�3 ECS PROJECT NO 09-21436 ATTACHMENT C CITY OF GREENSBORO DETERMINATION LETTER City L J North of Greensboro Carolina Water Resources Department October 15, 2012 Prestige Concrete Products 3107 South Elm Eugene Street Greensboro, North Carolina 27406 c/o Miriam White ECS Carolinas LLP To Whom It May Concern: This correspondence is In response to your letter of August 6, 2012 requesting a discharge determination for process wastewater generated at the Prestige Concrete Products facility located at 3107 South Elm Eugene Street in Greensboro NC. The City of Greensboro Sewer Use Ordinance prohibits the routine discharge of storm water to the sanitary sewer system. This prohibition includes storm water discharges from sheet run-off, discharges/overftows from storm water retention ponds and from other storm water impound devices. Therefore, the wastewater generated at the facility from wetting ras4 material stockpiles that ultimately flows to the site's stormwater retention pond is not acceptable for discharge to the City of Greensboro Sanitary Sewer System. If you have questions or need additional information, please feel free to contact me at 336-433-7229 or by email at martie.groorne@ereensboro-nc;gov. Sincerely, Martha Groome Laboratory and Industrial Waste Section Supervisor cc: Frank Skee, Pretreatment Coordinator Sharon Miller, Pretreatment Administrative Assistant PO Box 3136 • Greensboro, NC 27402-3136 336.373•CIT'Y (2489) • M Y # 333-6930 ATTACHMENT D STORMWATER POLLUTION PREVENTION PLAN - �a- 9LLp ECS CAROLINAS, LLP "Setting the Standard for Service" CAMaLl= Geotechnical • Construction Materials • Environmental • Faclllbe$ NC Registered Engineering Firm F-10TS December 6, 2012 Stormwater Permitting Unit Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Reference: Notice of Intent National Pollutant Discharge Elimination System General Permit Number NCG140000 Prestige Concrete Products 3107 R3 S. Elm Eugene Street, Greensboro, North Carolina ECS Project No. 09-21436 To Whom It May Concern: VCNA Prestige Ready Mix owns and operates a ready mix concrete facility located at 3107 R3 S. Elm Eugene Street in Greensboro, North Carolina. A Notice of Intent (NOI) for coverage under the National Pollutant Discharge Elimination System General Permit Number NCG 140000 has been prepared for this facility (Attachment A). A ready mix concrete batch plant, office/maintenance building, material storage areas, closed -loop wastewater treatment system, and wet detention pond are located on the site. The facility intends to demolish and reconstruct the existing closed -loop wastewater treatment system; regrade the site; reconstruct the wet detention pond; and remove underground storage tanks and ancillary equipment including pumps, piping and an oiVwater separator. A recycle system will be used for treatment of wastewater generated from vehicle and equipment cleaning and mixing drum cleaning. Wastewater generated from wetting raw material stockpiles will be treated with stormwater prior to direct discharge. Drawings prepared by Triad Design Group including the demolition plan, grading and drainage plan, site plan and details are attached as required by item 10 of the NOI. To complete item 10 of the NOI, a narrative description of facility operations and a line drawing of water flow are included as Attachment B. Also included in Attachment B is a USGS map with the location of the facility marked. As part of the wastewater treatment alternatives review, the City of Greensboro was contacted regarding acceptance of the commingled raw material stockpile wastewater and stormwater. A determination from the City of Greensboro that they will not accept commingled stormwater and wastewater is included as Attachment C. The Stormwater Pollution Prevention Plan (SPPP) prepared for this facility is included as Attachment D. 4811 Koger Boulevard • Greensboro, NC 27407 • T. 336.856-7150 • F: 336-856-7160 www.ecslimited.com ECS Carolinas. LLP • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Southeast, LLC ECS Texas, LLP Prestige Concrete Products Notice of Intent ECS Project 09-21436 December 6, 20 i2 If there are questions regarding these documents, or a need for further information, please contact Miriam White, ECS Carolinas LLP at (336) 362-5981 or (336) 856-7150. Questions regarding the site design should be directed to Allan Hill of Triad Design Group, PC at (336) 218-8282. Respectfully submitted, 10 W, -) - �?�* � -- Miriam S. White, P.E. Senior Environmental Engineer Attachments: A Notice of Intent B Narrative Description, Water Flow, and USGS Map C City of Greensboro Determination Letter D Stormwater Pollution Prevention Plan Michael Brame, PWS Environmental Principal ATTACHMENT A NOTICE OF INTENT a3gir,n ; Q«Hr�N NCG140000 N.0.1. ! 11"C714I&YJ2 # JAN 2 5 2013 NOTICE OF INTENT am-MTFAMIAL Y National Pollutant Discharge Elimination System application for coverage underTmffewwo Ell 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 maybe 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�wrrtfbns, please contact the DWO Central Office or Regional Office in your area (See page 6) (Please print or type) 1) Mailing address of ownerloperator (official address to which all permit correspondence will be mailed): (Please print or type all entries in this application form.) Legal Owner !Name VCNA Prestige-Ready-AAiu pi t K66 .S� 1 � (Plaass attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Altlarnadvafy this permit can be given to an individual.) Signee's Name (as signed for in question 29 below) Norm Wolff, CFO Street Address 8529 South Park Circle, Suite 320 City Orlando State FL ZIP Code 32819 Telephone No. (407) 802-3540 Email nmwolff® resti e-concrete.com Alternate Contact Name Email (if different) Alternate Contact Telephone (if different) 2) Location of facility producing discharge: Facility Name VCNA Prestige Reams Mix _ Facility Contact C. Tom Long _ Street Address 3107 R3 S. Elm Eugene Street City Greensboro State NC ZIP Code 27406 County Guilford Telephone No (336) 378-1002 _ _ Fax 336 378-1064 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). Take interstate 40 to Greensboro._ Take South Elm Eugene_ St exit and Rroceed south about 0.8 miles. Turn left onto Evander Drive to 3107 R3 S. Elm Eugene Street. (A copy of a county map or USGS quad sheet wdh facility clearly located on the map is a required part of this application.) 4) Latitude 360 V 32" Longitude 79' 47' 17" (deg, min, sec) 5) This NPDES Permit Application applies to the following (check all that apply): ❑ New or Proposed Facility Date operation is to begin OX Existing Facility Permitlt Not_ currently permitted Page 1 of 8 SWU-229-06282011 l..ast revised 6128111 6. Consultant's application information: Notice of Intent and Stormwater Pollution Plan Preparation: Consultant: Miriam White P.E. _ Consulting Firm: ECS Carolinas, LLP Mailing Address: 4811 Koger Boulevard City: Greensboro State: !North Carolina Zip Code: 27407 Phone: _1336) 362-5981 Fax (336) 856-7160 Email: mwhife®ecslimited.com Site Design Including Recycle System and Wet Detention Pond: Consultant: L. Allan_ Hill, P.E. Consulting Firm Triad Design Group, PC Mailing Address: 4807-C Ko er Boulevard _ City: Greensboro State: North Carolina Zip Code: 27407 Phone: (IM 2184M FaX (336) 218-8010 Email: ahill®triad-designgroup.00m 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 aite diagram showing the process areas present at this facility.) The facility marutactures ready mix concrete by mixing cement, fly ash, water, aggregate materials, and additives or admixtures. ,Stonnwater Discharge. Wastewater Treatment & Discharge and Permitting Information 9. Discharge points / Receiving waters: (Number of discharge points (ditches, pipes, channels, etc.) OW Convey stormwater and/or wastewater from the property: Storm water -only: Wastewater -only: . Wastewater Commingled with Storm water: one For new facilities: Expected date of commencement of discharge: 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 South Buffalo Creek up in? Receiving water classification(s), if WS-V, NSW known: 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 N/A sewer). Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes Fkj No Page 2 of 8 Note: Discharge of process wastewater to receiving waters ciassllied as WS-il 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 n Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas) 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 Site properly lines, North Arrow, and bar scale It applicable, the 100-year floodplain line Acreage of each stormwater and wastewater topographical area c Each of the facilities' wastewater or stormwater source and discharge structures and each of its hazardous waste treatment, storage, or disposal facilities Site location (insert) Site plans Atbj11 be 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 outtall, 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)? C] No F_] Yes Wastewater: 12. What types of wastewater does your facility generate or discharge? Type of Authorized Wastewater Vehicle and equi of raw material stockpiles drum cleaning (M Further explanation, if necessary: Generate Discharge Sent to WW Treatment x ❑ x x x x x ❑ x 13. Will your facility spray -down or actively wet aggregate piles? ❑ No Q Yes Page 3 of 8 14. Does the facility use any of the following on site? F] Phosphorus -containing Detergents ❑ Brighteners ❑ Other Cleaning Agents Non -Phosphorus -containing Detergents ❑ Other: 15. Are wastewater treatment facilities planned in the 100-year flood plain? No lr--A'l Yes ❑ Brighteners ❑ Other Cleaning Agents ❑ Other: 16. Does your facility use or plan to use a recycle system, or recycle components in your treatment system? No Q Yes Recycle system will be used for vehicle and equoment cleaning and mixing drum cleaning wastewater. Water from wetting raw material stockpiles will be treated in a detention pond with PH ad ustrnent prior to discharge. If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr) 10 year, 24-hr rainfall event 17. Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T .1000 and hold your facilities' working volume'? ] Yes [ X' No Will your facility discharge wastewater to surface waters? u Yes U 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 np 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 DWO'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 stormwafer to surface waters, please continue to apply fora permit to discharge associated with ready -mixed concrete or like operations under NCG 140000. For further questions, please contact DWO'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? [] VE J_X RM 0 MD b) Connection to a Municipal or Regional Sewer Collection System: i) Are there existing sewer lines within a one -mile radius? X❑ Yes F-1 No See DWQ's Aquifer Protection Section Land Application Unit's Water Balance calculation Pollcy for more information, on DWQ LAU's websita htin7lloortal.riodenr.oro/web/wo/ansAau/nolicles for more Intormation. Page 4 of 8 (1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? ... F1 Yes ] No (a) If No, please attach a letter documenting that the WWTP will not accept the wastewater. A closed -loop recycle system will be used for treatment of wastewater generated from vehicle _ and equipment cleaninq and mixing drum cleanina. Wastewater generated from wettinq raw _material stockpiles will drain by overland flow to a detention pond. The discharge of - wastewater commingled with stormwater to ttte City of Greensboro POTW_ is prohibited. _ (See attached letter from the City of Greensboro.) (b) if Yes, is it feasible to connect to the WWTP? Why or why noP* c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000): Are you already proposing a closed -loop recycle system (CLRS)? Vehicle and equipment cleaning and mixing drum wastewater will be treated in a recycle system that will only have a discharge during some storm events. This discharge will flow to the wet detention pond, which incorporates a pH adjustment system. (1) If Yes, contact DWQ's Aquifer Protection Section's Land Application Unit (2) If No, is this option technologically feasible (possible)? Why or why not?* A recycle system will be used tof treatment of wastewater generated from vehicle and equipment cleaning and mixing drum cleaning. Wastewater generated from wetting raw material stockpiles will be treated with stormwater in a detention pond. (3) If No, is it feasible to build a CLRS on your site? Why or why not?" Based on site topography it is not feasible to treat the wastewater generated from wetting raw material stockpiles in the recycle system. (4) What is the feasibility of building a CLRS compared to direct surface water discharge A stem will be used for treatment of wastewater from vehicle from wettina raw d) Surface or Subsurface Disposal System (e.g., spray irrigation): i) Is a surface or subsurface disposal technologically feasible (possible)?......... ❑ Yes 0 No Why or Why not? The facility has insufficient acreage for inglaliation of a surface of subsurface diS29§91 system. _ lii) Is a surface or subsurface disposal system feasible to implement?* .............. El Yes 0 No Why or Why nor? The facility has insufficient acreage for installation of a surface of subsurface is os I s m 60 What is the feasibility of employing a subsurface or surface discharge as compared to a direct discharge to surface waters?* The facility has insufficient acreage for installation 9 a surtaee or ubsurfac disposal system, Page 5 of 8 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? "1 Yes No Direct discharge is proposed for wastewater generated from wetting raw material stockpiles _ and stormwa_ter. Wastewater generated from vehicle and equipment cleaning and mixing drum_ cleaning will be treated in a recycle system, with overflow during some storm events. -Recycle system overflow will discharge to the wet detention pond. i) if No, contact DWO'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?.... Xa Yes L 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 Storm water control? L_1 No I:x I Yes If yes, please briefly describe: Operational BMPs consisting of: spllprevention and responseeprooedures; good_ housekeeping program; preventative maintenance procedures; and Inspections. Structural BMPs consisting of: limiting material storage in stormwater conveyance areas; diversion of runoff from outdoor material storage areas; enclosure of material storage areas (silos); dust collection (baghouse); secondary containmartt for oil storage; recycle system; and _ wet detention pond. 20) Does this facility have a Stormwater Pollution Prevention Plan? If yes, when was it implemented? To be implemented November 2012 ❑ No 0 Yes 21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? 7 No Q Yes If yes, does your VMA area discharge into your wastewater treatment device? [M FX Yes O herlPermitting. 22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit? No l i Yes If yes, list the permit numbers for all current E&SC permits for this facility: 'Application has been submitted. 23) Is your facility subject to Phase II Post -Construction Area? 1-ki Yes F� No If yes, who Is the permitting authority? The City Greensboro is the permitting authority. uthority. As this project _does not increase the built -upon am, the City of Greensboro has no requirements. Page 6 of 8 24)1s your facility located in one of the 20 Coastal Counties? Yes LK No Is your facility adding more than 10,000 fe of built -upon area or CAMA Major Permit? ❑ Yes [' ] No 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? 7, No Yes If yes, please attach your approval from the permitting authority to do so. As this project does not increase the built -upon area, the City of Greensboro has no requirements. 26) Does this facility have any other NPDES permits? X❑ No ❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility: 27) Does this facility have any Non -Discharge permits (ex: recycle permits)? X� No Yes 28) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? X� No 0 Yes b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? XC� No = Yes c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? Zi XLX No 7] Yes Type(s) of waste: How is materiai stored: Where is material stored: How many disposal shipments per year: Name of transport 1 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 NCDENR. ❑ This completed application and all supporting documentation. See Question 10. ❑ 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). ❑ Two (2) site plans depicting the site plan with numbered outfalis which indicate stormwater and wastewater outfalls. See Question 10. ❑ A county map 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 Dinactor shall be signed and certified. a. All notices of intent to be covered under this Generale Permit snail be signed as follows: Page 7of8 (1) For a corporation: by a responsible corpomia officer. For the purpose of this permit, a responsible corporate officer means: ta) a presideni, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any othar person who performs sir liar policy or decision maWng functions for the corporation, or (b) the rnanager 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 io 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, of Other piiblio agency- by either a principal execrrtive officer or ranking elected official, Certfiication: 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; of 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 Aftle or rules of the (Environmental Managemantl Commission implementing this Article shall be gnlity of a Class 2 misdemeanor which may Inckhle a fine not to exceed Ton 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 tha same manner as an individual Perm 0 I certify that l 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: 4V-&" W®4FF Title: C_ FO W 1)'/, l /12 (Signature of Ap i ant) (Date Signed) Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDI_NH Mail the entire package to: Stormwater Permitting Unit Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Note The submission of this document does not guarantee the Issuance of en NPDES permit. - For guastlonA please contact the DINO Regional Office for your area, p1AIQ Figgional 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 6 of 5 ATTACHMENT B NARRATIVE DESCRIPTION, WATER FLOW, AND USCS MAP GENERAL DESCRIPTION PRESTIGE CONCRETE PRODUCTS GREENSBORO, NORTH CAROLINA VCNA Prestige Ready Mix operates a ready mix concrete production facility at 3107 R3 S. Elm Eugene Street, Greensboro, North Carolina. This facility is located on 5.43 acres. Ready mixed concrete containing water, cement, fly ash, aggregates and supplementary additives is produced at this site. Cement and fly ash are stored in silos. These materials are transported from the delivery truck to the silos using a pneumatic system. The silos are each vented to a baghouse. The bags are periodically shaken and collected material is returned to the silos. Aggregate, consisting of sand and three types of stone, are stored in four concrete bins. These bins are three sided concrete structures. The aggregate is delivered near the appropriate bin by a dump truck and a front ender loader is used to move the material into the bin. As needed in the concrete production process, aggregate is loaded into the front end loader bucket and placed into a feeding hopper that discharges to an elevated conveyor belt that uses a radial stacker to feed one of four elevated bins. Supplementary additives are stored in seven plastic aboveground storage tanks located in the chemical storage facility. The tanks are filled from a commercial transport truck using fillports located within the storage facility. The storage facility has a grated floor which has a discharge to a containment tank located under the floor. A computerized control system is used to produce the required concrete mix. When a concrete mix truck is ready to be filled it is parked under the weigh hopper. A shroud surrounds the truck feeding hopper and emissions from the filling process are vented to the baghouse. To produce truck -mixed concrete, all of the ingredients are charged to and mixed in the truck mixer. The process begins with the discharge of approximately ninety -percent of the required water to the truck mixer. The required aggregate materials are then fed from the batch plant to a scale followed by transport on a conveyor belt to the truck mixer. Required amounts of cement and fly ash are weighted on a separate scale system and pneumatically conveyed to the truck mixer. Liquid additives and the remaining water are then pumped to the truck mixer. Prior to leaving the facility, the truck is driven to the wastewater recycle system. The truck driver uses clean water from a tank located on the truck to clean the truck feeding hopper. Wastewater generated from this cleaning procedure is discharged to the wastewater recycle system. The facility has a closed loop recycle system that treats process wastewater generated from cleaning of external truck surfaces and mixing drum cleaning. All cleaning will be conducted in an area constructed to discharge to the closed loop recycle system. Wastewater flows from the cleaning pad to a three celled settling basin, with overflow from each cell flowing over a weir to the next cell. The water from the last cell is recycled and used as mixing drum wastewater. Based on storm volume, there may be overflow during storm events. If the system overflows, overflow will flow by overland flow to the facility detention pond. General Description Prestige Concrete Products Greensboro, North Carolina Residuals collected in the closed loop recycle system and the detention pond are periodically removed to maintain settling capacity. Residuals will be removed from each cell of the recycle system on a weekly basis and as needed from the detention pond. Residuals will be placed on a concrete pad that drains to the closed loop recycle system. Dry residuals will be sold. The detention pond incorporates a pH adjustment system. This system will produce an effluent with a pH within the acceptable range and pH adjustment will also produce precipitation of some component of the dissolved and suspended solids. The facility stores sand and aggregate material in four three sided uncovered concrete bins. In the summer these materials are sprayed with water to reduce their temperature. Water from spraying the sand and aggregate piles will either evaporate or flow by overland flow to the wet detention pond. The facility has one building in which the vehicle and equipment maintenance facility, the office, and the control room are located. There are oil storage containers located within the vehicle and maintenance facility area and two additional aboveground diesel fuel tanks are located in the vicinity of the concrete plant. Debris and trash are stored in one dumpster for subsequent off -site disposal. Mickey, Mike From: Allan Hill [ahill@triad-designgroup corn] Sent: Friday, August 31, 2012 2:21 PM To: Mickey, Mike Subject: Prestige Concrete - Evander Drive, Greensboro Good afternoon Mike. We are still working on the WQ permit for Prestige Concrete. The City of Greensboro threw a wrinkle into our plans. The previous owner built the wash out area and existing pond within a non -encroachment area of the flood plain. We are planning to demolish the existing wash out area and build a new, more up-to-date wash out area uphill from the old one. I just wanted to keep you in the loop on this. Best regards, L. Allan Hill, P.E. TRIAD DESIGN GROUP, PC 4807-C Koger Boulevard Greensboro, NC 27407 Phone: 336-218-8282 Fax: 336-2 ] 8-8010 Mickey, Mike From: Mickey, Mike Sent: Thursday, August 09, 2012 8:57 AM To: 'Allan Hill' Subject: RE: Prestige Concrete Alan - Good question. I wasjust advised of the change below by our Raleigh staff. So, you are correct. No AtC required for NCG14 permits (see below): Recent - Last Legislative Session Recent changes in legislation have removed the Authorization to Construct (ATC) requirements for wastewater treatment and disposal systems at industrial facilities +AAth discharge permits. Session ............... Law 2011-394 (Section 9) discontinued the RTC requirements as of July 1, 2011. As these changes affect the review ......................... process for the NCG020000, NCG140000, and NCG240000 General Permits, The Stormwater Permitting Unit will be revising and posting more specific information and guidance in the coming weeks. All Raleigh needs with the application submittal is a site plan described below: So, now our review of a new N01 from a NCG14 facility is just to review the Site Plan to be sure that they are correctly identifying stormwaters vs. wastewaters, and that ali areas draining off the plant site are accounted far by the applicant. We hove replaced the 'engineering review' required in previous rules (i.e., the previous basis for the issuance of the AtQ with a cursory Site Plan review for just the very basics in a Site Plan instead of an assessment of the true capabilities of their treatment system to meet the permit limits on wastewater discharges. Sorry for the confusion. Holier back if any questions. Mike. ----------------------------------------------------------------------------- Mike Mickey Mike.MickevO NCDENR.eov NC Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Phone: (336) 771-4962 FAX: (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Allan Hill [maijto:ahill@triad-designgroup.com] Sent: Wednesday, August 08, 2012 7:47 AM To: Mickey, Mike Subject: Prestige Concrete Good morning Mike. Thanks again for meeting with me the other day. In our meeting you asked if we planned to get an "Authorization to Construct" for the work we are planning at the Evander Drive site. Is this a requirement? I was reading through the permit requirements for the NCG140000 and the guidance document appears to have eliminated that requirement. Let me know if I am misunderstanding the permit requirements. Best regards, L. Allan Hill, P.E. TRIAD DESIGN GROUP, PC 4807-C Koger Boulevard Greensboro, NC 27407 Phone: 336-218-8282 Fax: 336-218-8010 Mickey, Mike From: Pickle, Ken Sent: Wednesday, August 08, 2012 6:22 PM To: Mickey, Mike Cc: Bennett, Bradley; Georgoulias, Bethany; Patterson. Robert; Lowther, Brian Subject: RE: Prestige Concrete Hi Mike, Yes, he has it right. New state law passed in the summer of 2011 ( SL 2011-394) took away the previous authority in state law/rules for DWQ to require an AtC for: industrial, wastewater facilities, that already have a discharge permit. AtCs may still be required for municipal WWTPs, and our Construction Grants and Loans folks (sorry, can't recall their new name), still issue those as appropriate for municipal WWTPs. Point of DWQ implementation: In the summer of 2011, 1 argued internally in DWQ that the Session Law strictly states this prohibition as pertaining to facilities that already have a discharge permit, and so DWQ could continue to require an AtC from facilities that were not yet permitted, like o facility applying for coverage under NCG14 for the first time (lust Exactly the Case you have now, l think). I was not successful internally with that argument in front of the new Director, based on the perspective that we would be guilty of going around the intent of the new low if we took those actions based on the fact that the legislature couldn't get the language exactly right, and consequently left a loophole you could drive a truck through due to their ignorance of the programs we administer. (In calmer retrospect that was probably o good decision up the chain, and I'm glad to lose that internal argument.) So, now our review of a new NOI from a NCG14 facility is just to review the Site Plan to be sure that they are correctly identifying stormwaters vs. wastewaters, and that all areas draining off the plant site are accounted for by the applicant. We have replaced the 'engineering review' required in previous rules (i.e., the previous basis for the issuance of the AtQ with a cursory Site Plan review far just the very basics in a Site Plan instead of an assessment of the true capabilities of their treatment system to meet the permit limits on wastewater discharges. To tell you the result: Immediately we in SPU had a lot less heartache and delay over ready -mix concrete NOis than we used to. It has really helped to reduce the amount of time we spend on problematic submittals from ready -mix concrete folks. Is it better for the waters of the state? That did not appear to be the point of the legislative action. ken NCDENR I DWQ i Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919)807-6376 Fax: (919)807-6494 Email: ken pickle@ncdenr.Qov Website: htto://Dortal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Mickey, Mike Sent: Wednesday, August 08, 2012 4:33 PM To: Pickle, Ken Subject: FW: Prestige Concrete Ken -- Can you help me out with Alan's AtC question below? This ready mix facility is existing/unpermitted. Allied Design is working on the N01 and also on plans for enlarging an existing retention pond for TSS control. Mixing drum cleanout is handled separately by recycle. Not sure if they are looking at any pH control. Sorry for such a vague description. Mike. Mike Mickey M i ke. M ickey@ N CD E N R.eov NC Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Phone: (336) 771-4962 FAX: (336) 771-4630 From: Allan Hill [mailto:ahill@triad-designaroug.coml Sent: Wednesday, August 08, 2012 7:47 AM To: Mickey, Mike Subject: Prestige Concrete Good morning Mike. Thanks again for meeting with me the other day. in our meeting you asked if we planned to get an "Authorization to Construct" for the work we are planning at the Evander Drive site. Is this a requirement? I was reading through the permit requirements for the NCG140000 and the guidance document appears to have eliminated that requirement. Let me know if I am misunderstanding the permit requirements. Best regards, L. Allan Hill, P.E. TRIAD DESIGN GROUP, PC 4807-C Koger Boulevard Greensboro, NC 27407 Phone: 336-218-8282 Fax: 336-218-8010 Mickey, Mike From: Long Tom [TXLong@prestige-concrete.com] Sent: Thursday, August 02, 2012 6:17 AM To: Mickey, Mike Cc: DXWood@prestige-concrete.com; txlang@prestige-concrete.com; ahill@triad- designgroup.com Subject: RE: Prestige Concrete - Guilford County facility Mike, Allan Hill at Triad Design Group told me that he would have the application submitted by Friday, 8/31/12, There will be construction after this date to meet Allan's recommendations. Thanks, Tom C. Tom Long General Manager, Ready Mix 2865 Lowery Street Winston Salem, NC 27101 Office 336-725-9401 Cell 336-287-0415 Fax 336-725-9403 From: Mickey, Mike [mailto:mike.mickey@ncdenr.gov] Sent: Wednesday, August 01, 2012 3:41 PM To: Long Tom Subject: Prestige Concrete - Guilford County facility Hi Tom — This is just to follow-up on our conversation today. It is my understanding that Prestige Concrete/Triad Design is currently in the process of preparing a Notice of intent Application for the existing ready mix facility in Greensboro. Could you please provide me with an estimated date that the NCG14 application will be submitted to our Raleigh office? Thanks, Mike. Mike Mickey Mike. Mickev0NCDENR.eov NC Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Phone: (336) 771-4962 FAX: (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. Certified Mail —Return Receipt Requested First Glass Mail August 22, 2008 Tommy Wolfe, Operations Manager A B Prestige Ready Mix, LLC 3107 S. Elm -Eugene Street Greensboro, NC 27406 RE: Notice of Violation City of Greensboro Code of Ordinances Chapter 27, Article III Section 27-31(b) Violation Location: 3024 Shady Lawn Drive, Greensboro, NC Dear Mr. Wolfe: The City of Greensboro Stormwater Management Division has found that A B Prestige Ready Mix, LLC, located at 3107 S. Elm -Eugene Street in Greensboro, NC, was in violation of the City of Greensboro's Code Chapter 27, Article III Section 27-31(b), which states as follows: • "it shall be unlawful for any person to discharge non-stormwater to any stormwater conveyance..." The violation was determined by Debbie Shoffner of Stormwater Management on August 12, 2008, following an on -site observation at 3028 Shady Lawn Drive, which revealed the following condition(s): A truck driver from AB Prestige Ready Mix was washing out the truck's chute and allowing the wastewater to discharge down the curbline and into the stormwater conveyance system. To comply with Chapter 27 of the City of Greensboro Code of Ordinances, it will be necessary to conduct the following corrective action(s)- Provide this office with written notification before September 22, 2008, explaining actions taken to clean up the affected area and restore it to its original existing condition and actions taken to prevent future unlawful discharges to the storm drainage system. In accordance with the City of Greensboro Code of Ordinances, failure to comply with this notice may result in a civil penalty of up to $5,000 per day. Each subsequent violation is Page 1 of 2 subject to incrementally increasing penalties of up to an additional $5,000 per day. Furthermore, any penalties assessed against the City by the State as a result of the violation will be added to the civil penalty. Stormwater Management Division staff will conduct a follow-up inspection/investigation on September 22, 2008, to ensure compliance with the aforementioned ordinance. If you have any questions concerning this Notice of Violation, please contact me at (336) 373- 2741 or Debbie.Shoffner@greensboro-nc.gov. Sincerely, Debbie Shoffner, Water Quality Specialist Stormwater Management Division cc: David Phlegar. Water Quality Supervisor Enforcement File Page 2 of 2 November 5, 2008 Tommy Wolfe, Operations Manager A B Prestige Ready Mix, LLC 3107 S. Elm -Eugene Street Greensboro, NC 27406 RE: Notice of Violation: Satisfactory Corrective Actions for Debris Removal Greensboro Code of Ordinances Chapter 27, Article I I I Section 27.31 b Violation location: 3024 Shady Lawn Drive, Greensboro, NC Dear Mr. Wolfe: Thank you for your compliance in taking corrective actions regarding the violation detemined on August 12, 2008. After reviewing your response to the Notice of Violation, the corrective actions are considered satisfactory. Please keep in mind that it is the owner's or operator's responsibility to inspect any corrective measure or monitor any newly adopted procedures to ensure continued compliance. Again, thank you for your cooperation. If the City of Greensboro Stormwater staff can be of assistance to you in the future, please do not hesitate to contact me at 336-373-2741 or Debbie.Shoffner@greensboro-nc.gov. Sincerely, Debbie Shoffner, Water Quality Specialist Stormwater Management Division cc: Enforcement File DeE&Ww jQd5H* i Prww E[� .: • prestgecorxretepoduccs.comrta�a[n� .• . _ ';' West9e rorc'rerr f zpnngs RPglolLv D D. Map 5aie31de vnnc I E❑QQ Greensboro Ready Mix V - Florida � Address 3107C 5 R,cno and North Carolina Ftl Elm -Eugene St, co [ Texas eI■�u Greensboro, NC - 27406 such. cre Phone (3-3 376-1002 . 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