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Home My WebLink AboutNCS000175_COMPLIANCE_20091009—STORMWATER-DIVISION-CODING-SHEET — PERMIT NO. N (_�rl-y'3o ► -) S DOC TYPE ❑ FINAL PERMIT ❑ MONITORING INFO ❑ APPLICATION eCOMPLIANCE ❑ OTHER DOC DATE ❑ aO0`1 IoQ� YYYYM M DD 2 0 VEGLO ENVIRONMENTAL SERVICES TECHNICAL SOLUTIONS NORTH AMERICA October 8, 2009 Mr. Daniel Smith DWQ Raleigh regional Office 1628 Mail Service Center Raleigh, NC 27699-1628 - r, OCT _ 9 i RE: NOV and Intent to Enforce Stormwater Compliance Evaluation Inspection Permit Number: NCS000175 Case Number: NOV 2009-SP0021 Dear Mr. Smith, This information is being provided in response to the items cited in the above referenced document. Specifically, during an inspection of the Veolia, Creedmoor, NC facility the Division of Water Quality, Raleigh Regional Office (RRO) noted the following deficiency: The permittee had violated Part 11 Section 8 and C of its NPDES Stormwater permit for failure to conduct analytical and qualitative monitoring at all three stormwater discharge outfalls during Year 1 (February 1 to July 31, 2009). This office requests that both qualitative and analytical monitoring be accomplished twice during Year 1 Period 2 (August 1 to December 31, 2009) and monitoring reports be mailed to the RRO by January 31, 2010. In response to this notice of violation, Veolia has investigated the cause of the violation, and the corrective action necessary to return to compliance. Upon issuance of the NPDES permit, Veolia had contracted with MACTEC to conduct the required qualitative and analytical monitoring. However, due to poor coordination between Veolia and MACTEC personnel during Year 1 Period 1, there were no samples collected even though it appears there were numerous representative storm events. As a corrective measure, Veolia recently contacted MACTEC to review and reiterate the stormwater sampling obligations of the Veolia NPDES permit and obtain assurances that MACTEC personnel would be readily available to respond and monitor and collect samples at the Veolia facility during a representative storm event. As a result of this meeting, Veolia is confident that compliance with the analytical and qualitative monitoring requirements in the permit will be maintained going forward. Veolia ES Technical Solutions, LL.C. 2176 Will Suitt Road, Creednnoo-, North Carolina 27522 tel: 919 528 3996 - toll free: 800 3228350 - fax: 9r9 5284020 w .VeoliaES tom As a follow-up to this meeting, on September 17, 2009, MACTEC completed qualitative and sampling of a rain event at the Creedmoor facility. Results of this sampling are included in Attachment A. The analytical results indicate a pH of 5.8 at the East Outfall which is outside of the benchmark value of 6-9. In response, Veolia has started the investigation as required under Tier One and will continue with the subsequent inspections and documentation. The second required sampling event for 2009 will be completed by Veolia after November 17, 2009, as the permit requires a time lapse of 60 days between sampling events. Veolia is committed to complete the second sampling for 2009, however, Veolia disagrees with the agency that this sampling needs to be completed by December 31, 2009. According to the information in the permit, Year 1 Period 2 should run from August 1, 2009 - January 31, 2010 and allow the monitoring reports to be submitted to RRO by February 28, 2010. Veolia requests that the RRO respond that it agrees with this sampling event schedule. Upon review of these corrective and preventative measures, should the FRO have any questions or need additional information do not hesitate to call me at telephone number 404.675.3205. 1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Sincerely, Kim Elmore VES-TS SE Branch, General Manager Attachment A: Analytical Results from 9117109 Event El Table 2 Veolia Facility September 17, 2009 Sto rmwater Sampling Results Creedmoor, North Carolina 6470-09.2339.02 EPA Method EPA Method 9040C EPA Method Standard Method EPA Method Analytical Method 353.2/351.2 (mg/L) (standard) 365.4 (mg/L) 2540D (mg/l,) 1664 (mg/L) Contaminant of Concern —> k L U w J CJ 2 � G r Sample ID Sample Date F z a Wcst Oud'all 9/17/2009 0.20 B 7.0 <0.050 1.6 <3.00 Middle Outfall 9/17/2009 0.13 B 6.9 <0.050 <LO <3.00 East OULfall 9/17/2009 0.34 JB 5.4 <0A50 11 <3.00 East Outfall 9/17/2009 NT S.Y"'r - -- NT NT NT NPDES Permit Benchmark Values 311: 69 2 100 30 Notes NPDES National Pollutant Discharge Elimination System. Bold Concentration exceeds the laboratory Reporting Limit (RL). Bold _ - Concentration exceeds the NPDES Benchmark Values. -Nitrate/Nitrite - asN+ Total KjeldahlNitroeen= Total Nitrogcn. J The reported value is between the laboratory method detection limit and the RL. B Analyte detected in associated method blank. 1.'.* The laboratory reran the East Outiall sample for pH. NT Not Tested Prepared by:AA�V Checked by: Date: /b-I-'DQ/ Datc: IO 19 Table I Veolia Facility September 1.7, 2009 Stormwater Sampling Results Creedmoor, North Carolina 6470-09-2339.02 Brief description of the facility's Stormwater control system, operations and equipment (Provided by Veolia) Stormwater flows down the direction of the runoff of the warehouse roof into gutters and onto the pavement. The Stormwater flows onward toward the three outfall sites. Once at the outfall points the water flows under the fenceline and down into the ditch areas. Any water that makes its way into the secondary containment trenches (at the ends of storage trailers) is inspected prior to discharging. Stormwater Observations Rainfall at time of sampling: 0.25 inches West Outfall Middle Outfall Fast Outfall Color Clear Clear Clear Odor None None None Clarity Good Good Good Floating Solids Trace organic material Trace organic material Trace organic material Suspendend Solids None None None Foam None None None Oil Sheen None None None Erosion or deposition at the outfall Rock Rock Rock Other obvious indicators of storntwater pollution None None None Prepared by: / ^J Checked by: Date: /4 - Z' O Date: A O MACTEC engineering and constructing a better tomorrow October 7, 2009 Mr. S. Daniel Smith Surface Water Protection Supervisor Division of Water Quality 1628 Mail Service Center Raleigh, North Carolina 27699-1628 Subject: Letter Report of Stormwater Sampling Services Veolia ES Technical Solutions 2176 Will Suitt Road Creedmoor, North Carolina EPA ID #: NCD 986 166 338 MACTEC Project No. 6470-09-2339 Dear Mr. Smith: 131V8 9N.10 i 100 II; On behalf of Veolia ES Technical Solutions, L.L.C. (Veolia), MACTEC Engineering and Consulting, Inc. (MACTEC) is pleased to submit the enclosed Letter Report of Stormwater Sampling Services for your review. If you have any questions or need additional information, please contact me at (919) 831- 8056. Sincerely, MACTEC Engineering and Consulting, Inc. Matthew J. Gillis Staff Scientist Enclosure: Letter Report of Stormwater Sampling Services Cc: Mr. Jay Beck d1ACTEC Engineering and Consulting, Inc. 3301 Atlantic Avenue • Raleigh, NC 27604 - Phone: 919.876.0416 • Fax: 919.831.8136 w .mactec.conn E E J MACTEC engineering and constructing a better tomorrow October 7, 2009 Mr. Jay Beck Veolia ES Technical Solutions, L.L.C. 2176 Will Suitt Road Creedmoor, North Carolina 27522 Subject: Letter Report of Stormwater-Sampling Services Veolia Facility Creedmoor, North Carolina MACTEC Project No. 6470-09-2339.02 Dear Mr. Beck: H5131M U30 i BE L - lop i1t i As authorized by Kim Elmore's acceptance of Proposal No. 09-RAL-008A dated March 3, 2009, MACTEC Engineering and Consulting, Inc. (MACTEC) is pleased to submit this Letter Report of Stormwater-Sampling Services for the above -referenced site. The objective of our services was to determine if the quality of stormwater runoff at the site has been adversely affected by daily operations at the Veolia ES Technical Solutions facility. Background Information The subject site is the Veolia facility located at 2176 Will Suitt Road in Creedmoor, North Carolina (Drawing 1). This facility is a permitted treater/storer/disposer of hazardous waste under the Resource Conservation and Recovery Act (RCRA) of 1976. The Creedmoor facility receives pre -packaged wastes from chemical and industrial clients, segregates the wastes based on the chemical characteristics, and repackages the wastes as necessary for transport to an appropriate disposal facility. As part of stormwater permit no. NCS000175, Veolia is required to conduct semi-annual stormwater-sampling events. As proposed, our first sampling event was to be conducted between March I and August 31, 2009. However, we did not conduct that event due to unfavorable weather conditions. Consequently, the North Carolina Department of Environment and Natural Resources (NCDENR) issued a Notice of Violation dated September 10, 2009 for failing to conduct the sampling event. Field Activities On September 17, 2009, you informed MACTEC that a storm event greater than 0.1 inches of rainfall was taking place and that the flow at the outfalls was sufficient to collect stormwater samples. Matthew Gillis of MACTEC mobilized to the subject site and observed that 0.25 inches of rain had accumulated in the rain gauge. MACTEC collected stormwater samples from each of the outfalls (West Outfall, Middle Outfall and East Outfall) at the subject site. The locations of these outfalls are shown on Drawing 2. MACTEC Engineering and Consulting, Inc. 3301 Atlantic Avenue • Raleigh, NC 27604 • Phone: 919.876.0416 • Fax: 919.831.81 rA C Letter Report of Stormwater-Sampling Services Veolia Facility Creedmoor, North Carolina MACTEC Project No. 6470-09-2339.02 October 7, 2009 Page 2 MACTEC made observations of the qualitative characteristics as shown in Table 4 of the stormwater permit. MACTEC submitted the stormwater samples to Environmental Conservation Laboratories, Inc. (ENCO) for testing for total nitrogen according to EPA Methods 353.2/351.2, for total phosphorus according to EPA Method 365.4, for total suspended solids according to EPA Method 160.2, and for oil and grease according to Standard Method 1664. Results of the Testing Table I summarizes our observations of the qualitative characteristics of the stormwater samples. Table 2 summarizes the laboratory test results. The laboratory test reports and chain -of -custody records are attached in Appendix A. ENCO measured a pH of 5.4 in the stormwater sample collected from the East Outfall. At the request of Veolia, ENCO reran the East Outfall sample and measured a pH of 5.9. These values are outside the permitted National Pollutant Discharge Elimination System (NPDES) Permit Benchmark range of 6 to 9 standard units. The remaining pH values and analyte concentrations are within the values allowed for the stormwater permit. The NPDES Permit states that if the sampling results are above a benchmark value, or outside of the benchmark range, for any parameter at any outfall a tiered program shall be implemented. Conclusions and Recommendations The laboratory measured pH's of 5.4 and 5.9 in the stormwater sample from the East Outfall. These values are outside the range allowed under the permit. In accordance with the permit, Veolia should implement a Tier One program. This report is intended for the sole use of Veolia. The contents should not be relied upon by other parties without the expressed, written consent of Veolia and MACTEC. We appreciate the opportunity to provide our services to Veolia. Please contact us if you have any questions. Sincerely, MACTEC Engineering and Consulting, Inc. Matthew J. Gillis Staff Scientist Attachments: Drawings land 2 Tables I and 2 Appendix A N``a� 4.1QN Richard A. Kolb, L.G. Principal Geologist G ARo�/ c' �,\GENSFo2-9 SEAL 1153 cF � c'y9 o(p��o� MACTEC STEM, N. C. CREEDMOOR, N. C. NORTH NW/4 CREEDMOOR 15' OUADRANOLE SW/4 CREEDMOOR 15' OUADRANOLE ■ 36078-B6-TF-024 36078-A6-TF-024 PHOTOINSPECTED 1990 1974 1974 PHOTOREVISED 1987 PHOTOREVISED 1987 DMA 5256 11 SW —SERIES V842 DMA 5256 II NW —SERIES V842 NOOTE: SITE LOCATION IS APPROXIM, CONTOUR INTERVAL 10 FEET ffMACTEC NATIONAL GEODETIC VERTICAL DATUM OF 1929 1000 0 10DO 2OD0 MACTEC Engineering and Consulting. Inc. 3301 Atlantic Avenue Raleigh, North Carolina 27604 TOPOGRAPHIC SITE MAP VEOLIA ES TECHNICAL SOLUTIONS CREEDMOOR, NORTH CAROLINA DRAWN: R.R. 1 DATE: OCTOBER 2009 ENG CHECK: N-6 I SCALE: 1 : 24000 APPROVAL: JU_ I JOB: 6470-09-2339.02 1 NGI NORTH LEGEND ®� SITE BOUNDARY -•-'-•-•-' CHAIN -LINK FENCE GRAPHIC SCALE - IN FEET 120 60 0 120 240 M CTEC SITE LOCATION MAP MACTEC ENGINEERINGANDCONSULTNG, INC. VEOLIA ES TECHNICAL SOLUTIONS 330EERIN ANDCIC NUE CREEDMOOR, NORTH CAROLINA RALEIGH, NORTH CAROLINA 27604 REFERENCE: SURVEY DATA PROVIDED BY TAYLOR WISEMAN TAYLOR; SITE DRAWING PROVIDED BY VEOLIA; MACTEC FIELD NOTES DRAWN: R.R. DATE: OCTOBER 2009 ENG CHECK: VwY& I SCALE: 1" = 120' 1 APPROVAL: JOB No.: 6470-09-2339 2 Table 1 Veolia Facility September 17, 2009 Stormwater Sampling Results Creedmoor, North Carolina 6470-09-2339.02 Brief description of the facility's stormwater control system, operations and equipment (Provided by Veolia) Stormwater flows down the direction of the runoff of the warehouse roof into gutters and onto the pavement. The stormwater flows onward toward the three outfall sites. Once at the outfall points the water flows tinder the fenceline and down into the ditch areas. Any water that makes its way into the secondary containment trenches (at the ends of storage trailers) is inspected prior to discharging. Stormwater Observations Rainfall at time of sampling: 0.25 inches West Outfall Middle Outfall East Outfall Color Clear Clear Clear Odor None None None Clarity Good Good Good Floating Solids Trace organic material Trace organic material Trace organic material Suspendend Solids None None None Foam None None None Oil Sheen None None None Erosion or deposition at the outfall Rock Rock Rock Other obvious indicators of stormwater pollution None None None 11 Prepared by: ^^'T6 Date: M - 2.01 Checked by: )4K� Date: 0 140 5 Table 2 Veolia Facility September 17, 2009 Stormwater Sampling Results Creedmoor, North Carolina 6470-09-2339.02 EPA Method EPA Method 9040C EPA Method Standard Method EPA Method Analytical Method —4 353.2/351-2 (mg/L) (standard) 365.4 (mg/L) 2540D (mg/L) 1664 (mg/L) Contaminant of Concern —> 0 C 9 Y p y GJ G N o = a O zL VJ C A A Sample ID Sample Date F° a a F O West Outl'all 9/17/2009 0.20 B 7.0 <0.050 1.6 <3.00 Middle Outfall 9/17/2009 0.13 B 6.9 <0.050 <LO <3.00 East Outfall 9/17/2009 0.34 JB 5.4 <0.050 11 <3.00 East Outfal1 9/17/2009 NT 5.9** NT NT NT NPDES Permit Benchmark Values 30 6-9 2 100 30 Notes NPDES National Pollutant Discharge Elimination System. Bold Concentration exceeds the laboratory Reporting Limit (RL). FBold Concentration exceeds the NPDES Benchmark Values. Nitrate/Nitrite as N + Total Kjeldahl Nitrogen = Total Nitrogen. J The reported value is between the laboratory method detection limit and the RL. B Analyte detected in associated method blank. ** The laboratory reran the East Outfall sample for pH. NT Not Tested Prepared by: _�S V Checked by: Date: /6'1.'00/ Date: 10 �4 Environmental Conservation Laboratories, Inc. 102-A Woodwinds Industrial Court Cary NC, 27521 Phone: 919.467.3090 FAX: 919.467.3515 Tuesday, October 6, 2009 MACfEC Engineering (LA010) Attn: Matthew Gillis 3301 Atlantic Avenue Raleigh, NC 27604 RE: Laboratory Results for Project Number: 6470-09-2339, Project Name/Desc: Veolia ES Stormwater Sampling ENCO Workorder: C910972 Dear Matthew Gillis, Enclosed is a copy of your laboratory report for test samples received by our laboratory on Friday, September 18, 2009. Unless otherwise noted in an attached project narrative, all samples were received in acceptable condition and processed in accordance with the referenced methods/procedures. Results for these procedures apply only to the samples as submitted. The analytical results contained in this report are in compliance with NELAC standards, except as noted in the project narrative. This report shall not be reproduced except in full, without the written approval of the Laboratory. This report contains only those analyses performed by Environmental Conservation Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from outside organizations will be reported under separate cover. If you have any questions or require further information, please do not hesitate to contact me. Sincerely, 00'6L-;A Chuck Smith Project Manager Enclosure(s) �E www.encolabs.com The total number of pages in this report, including this page is 15. w .encolabsxom SAMPLE SUMMARY/LABORATORY CHRONICLE Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s) Parameter - 10/15/09 69/27/09 12:50 9/29/2609 12:12 EPA 1664 10/15/09 09/25/09 11:12 9/27/2009 10:14 EPA 351.2 10/15/09 09/20/09 13:53 9/21/2009 10:33 EPA 353.2 10/15/09 09/25/09 11:12 9/28/2009 13:50 EPA 365.4 09/17/09 07:49 09/18/09 12:38 9/18/2009 12:38 EPA 9040C 09/23/09 09:45 9/23/2009 09:45 SM 2540D 09/24/09 y-., n ' C0e'nt1�D, - as•,•x++et-^44r+ •�'.e -tea C91U972-02�'`u 09/:17 U9 08 D03 ' ""'•=`9 18 09 09i00 `t Sa Pled �/s..a c.-,�'Recaned:y. 1 /k.zt(....s...._ Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Times) 10/15/09 69/27/09 12:50 9/29/2009 12:12 10/15/09 09/25/09 11:12 9/27/2009 10:16 10/15/09 09/20/09 13:53 9/21/2009 10:34 10/15/09 09/25/09 11:12 9/28/2009 13:52 09/17/09 08:14 09/18/09 12:38 9/18/2009 12:39 09/24/09 09/23/09 09:45 9/23/2009 09:45 Parameter EPA 1664 EPA 351.2 EPA 353.2 EPA 365.4 EPA 9040C 5M 2540D Parameter Date/Time(s) Prep Date/Time(s) Ana ysis a e EPA 1669 _Hold - 10/I5/09 09/27/09 12:50 9/29/2009 12:12 EPA 351.2 10/15/09 09/25/09 11:12 9/27/2009 10:18 EPA 353.2 10/15/09 09/20/09 13:53 9/21/2009 10:35 EPA 365.4 10/15/09 09/25/09 11:12 9/28/2009 13:53 EPA 9040C 09/17/09 07:59 09/18/09 12:38 9/18/2009 12:38 SM 2540D 09/24/09 09/21/09 11:07 9/21/2009 11:07 I East011Nallki ` Lab 3D =C9309�72 D3RE] my IMI`'"I08/17j09 -.a?_P .i., o-'C's.....�SYe,'4' 'ReceNed:Y" .+........-.e'?i Parameter • Hold Date/Time(s) yT Prep Date/Time(s) Analysis Date/Time(s) EPA 9040C 09/17/09 67:59 10/O1/09 1201 10/1/2009 12:01 Page 2 0l15 ID) tv[ytM.encolabs.com SAMPLE DETECTION SUMMARY _ Results Flag MDL PQL Units Method Notes Analyte 0.20 B 0.021 0.10 mg/L EPA 353.2 3-61 Nit2te/Nitrite as N 7,0 1.0 1.0 PH Units EPA 9040C Q PH 1.6 1.0 1.0 mg/L SM 2540D Total Suspended Solids - D'. C930972=92� �'ii lie�;w1 a.ei aa.FSi9 heat U iEA161DuuNe1 �cv1.s Results Flag MDL PQL Units M thod N t_ _ _ . Analyte _ 0.13 B 0.021 0.10 mg/L EPA 353.2 3-01 NlGate/Nitrite as N 1.0 1.0 PH Units EPA 9040C Q PH 6.9 Eas4`,Out(all�t 'La61�r C910972A3 ,• '�' �' Results Flag MDL PQL Units Method Notes _. Analyte _ 0.13 B 0.021 0.10 _ .... mg/L .. EPA 353.2 -01 J-0 Nitrate/Nitrite as N 1.0 1.0 PH Units EPA 9040C Q PH 5.4 0.21 J 0.15 0.48 mg/L EPA 351.2 Total Kjeldahl NiGegen . 1.0 1.0 mg/L SM 2540D Total Suspended Solids 11 - Dx C90.9R Ico. ` Results Flag MDL PQL Units Method Notes Analyte -' - - - - 1.6 1.0 PH Units EPA 9040C Q PH Page 3 of 15 www.encolabs.com ANALYTICAL RESULTS Description: West Outfall Lab Sample ID: C910972-01 Received: 09/18/09 09:00 Mat.[.: Surface Water Sampled: 09/17/09 07:35 Work Order: C910972 Project: Veolia ES Stormwater Sampling Sampled By: Matthew Gillis Classical Chemistry Parameters A - ENCO Cary rertified analyfe (NC 591] Analyte TrM t1gr3berl Results Flag units PF MDL MRL Batch Method Analyzed [,f Notes Nitrate/Nitrite as [ECL-00101^ 0.20 B m9/L 1 0.021 0.10 9120006 EPA 353.2 09/21/0910:33 PEN, J-01 PH [ECL-00611 ^ 7.0 pM Units 1 1.0 1.0 9118018 EPA 9040C 09/18/09 12:38 FLT Q Phosphorus [7723-14-01 ^ 0.050 U mg/L 1 0.050 0.10 9124019 EPA 365.4 09/28/09 13:50 PEV Total K)eldahl Nitrogen [ECL-01621 ^ 0.15 U oq/L 1 0.15 0.48 9124017 EPA 351.2 09/27/0910:14 PEN Total Suspended Solids [ECL-01691 ^ 1.6 ong/L 1 1.0 1.0 9123006 SM 25WD 09/23/09 09:45 FLT Page 4 of 15 ce NhI e=a w .encolabsxcsm Description: West Outfall Lab Sample ID: C910972-01 Received: 09/18/09 09:00 Matrix: Surface Water Sampled: 09/17/09 07:35 Work Order: C910972 Project: Veolia ES Stormwater Sampling Sampled By: Matthew Gillis Classical Chemistry Parameters ^ - ENCO JacksonN/le rertiIJed analyfe [NC 442] A alyte ICAS Numberl Resul Flan Units OF MDL MRL Batch Meth Anahmed By Notes 011 & Grease (HEM) (C-00071 ^ 3.00 u ng/L 1 3.00 5.00 9127001 EPA 1669 09/29/09 12:12 M1F This report relates only to the sample as received by Me latromtory, and may only b reproduced in full. Page 5 of 15 s w .encolabs.com Description: Middle Outfall Lab Sample ID: C910972-02 Received: 09/18/09 09:00 Matrix: Surface Water Sampled: 09/17/09 08:00 Work Order: C910972 Project: Veolia ES Stormwater Sampling Sampled By: Matthew Gillis Classical Chemistry Parameters ^ - ENCO Cary rerfibed analyte (NC 5911 Analyte (CAS Numberl R sul Fan Units DF MDL MRL, Batch Method Analyzed @y Notes Nitrate/Nitrite as IECL-00101^ 0.13 6 mg/L 1 0.021 0.10 9120006 EPA 353.2 09/21/11910:34 PEV 1-01 PH tECL-00611 ^ 6.9 PH Unit 1 1.0 1.0 9118018 EPA 9040C 09/18/0912:38 FLT Q Phosphorus 177Z3-14-01 ^ 0.050 U mg/L 1 0.050 0.10 9124019 EPA 365.4 09/28/09 13:52 PEV Total Kjeidahl Nitrogen (ECL-01621 ^ 0.15 U mg/L 1 0.15 CAB 912017 EPA 351.2 09/27/D9 10:16 PEV Total Suspended SPIals IECL411691 ^ 1.0 U nK1/L 1 1.0 1.0 91DO06 SAI 2540D 09/23/0909'45 FLT Page 6 of 15 www.encolabs.com Middle Outfall Lab Sample ID: C910972-02 Received: 09/18/09 09:00 Description: 09 08:00 Work Order: C910972 09 17 Matrix: Surface Water Sampled: / / Project: Veolia ES Stormwater Sampling Sampled By: Matthew Gillis Classical Chemistry Parameters ^ - ENCO Jacksonville remred anaIyn, [NC 4421 Analyte rCAS Number] Resultr Flan Units Pf MDL MRl Batch Method Analyzed -BY Notes Oil & Grease (HEM) IC-00071 ^ IN u mg/L 1 3.00 5.00 9127001 EPA 1664 09/29/0912:12 WE This report relates Only dd the sample as received by me laboratory, and may Doty be reproduced In hull. Page 7 of 15 C w .encolabs.com Description: East Outfall Matrix: Surface Water Project: Veolia ES Stormwater Sampling Lab Sample ID: C910972-03 Sampled: 09/17/09 07:45 Sampled By: Matthew Gillis Received: 09/18/09 09:00 Work Order: C910972 Classical Chemistry Parameters ^ - ENCO Cary cettifie0 analyfe (NC 5911 Results IJ_aq Units DF MDL MRL Batch Method Analyzed ,t Notes Analyte [CAS Numberl 6 mg/L 1 0.021 0.10 9120006 EPA 353.2 W12110910:35 PEN 3-01 Nitrate/Nitrite as N [ECL-00103 ^ 0.13 1.0 1.0 9118018 EPA 9040C 0/19/09 12:38 FLT Q PH [ECL-00623 A 5.4 pH UNts 1 1.0 1.0 9306015 EPA 9040C 10/01/0912:01 FLT Q PH (ECL-00623 ^ 5.9 pH Wet, 1 1 0.050 0.10 9124019 EPA 365.4 09/28/09 13:53 PEN Phosphorus (7723-14-01 ^ 0.050 u mg/L 0.15 0.48 9124017 EPA 351.2 09/27/09 10:18 PEN Total Kjeldahl Nitrogen [ECL-01623 ^ 0.21 1 mg/L 1 1.0 9121006 W 25900 09/21/09 11:07 FLT Total Suspended Solids (ECL-01693 ^ 11 HAIL 1 1.0 Pagc 8 of 15 o wtvvi.encolabs.com Description: East Outfall Lab Sample ID: C910972-03 Received: 09/18/09 09:00 Matrix: Surface Water Sampled: 09/17/09 07:45 Work Order: C910972 Veolia ES Stormwater Sampling Sampled By: Matthew Gillis Project: p _ Classical Chemistry Parameters ^ - ENCO Jacksonville certified analyte [NC 4421 Analyte rCAS Numberl Results Had Units DF MDL MRL Batch Method np 3lVZ BY Notes Oil & Grease (HEM) (C-N071 ^ 3.00 ❑ mg/L 1 3.00 5.00 9127001 EPA lli 9 09/29/09 12:12 WF This report relates only to the sample as received by the laboratory, and may only da reproduced in full. Page 9 of 15 UALITY CONTROL Classical Chemistry Parameters - Quality Control Batch 911801E - NO PREP =eNG=S www.encolahs.com LCS (9118018-BS1) Prepared & Analyzed: 09/18/2009 12:38 e� " R - ar.'� ��rPa��IM��unr�aryz�szr.aYel _ Reak REC Unnte " RPD. r_.�mit. ,,;r•-:�Notes PH 7.0 k1.0 pN Urns 7.01 too 99 101 Duplicate (9I18018-DUPl) Prepared & Analyzed: 09/18/2009 12:38 Source: C910972-03 Batch 9120006 - NO PREP Blank (9I20006-BLKI) Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:02 LCS(9120006-BS1) talyte"�4;`,j�'SA�,"•�uc.—�:aRe'Hik2_�V]Fla� trate/NNite as N 1.4 8 Matrix Spike (9I20006-MS1) Source: C910125-02 fflt�yfgtk'P.§'IR,t if' 7�,I�93YmhE32:Y"".4' Resukiab E a l0 opifiante as N Matrix Spike Dup (9I20006-MSD1) Source: C910125-02 p.lB mg/L Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:04 Spike r - u�"rc`e� ' %REC g acly' r1�, D Jails- Ee'�iie'I r, R suk " "REC Llffilt. RP.D BMini - Nates ¢ mg/L 1.25 110 80120 Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:19 0.10 mg/L 1.28 0.14 78 nu-tzu Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:21 Batch 91210015- NO PREP Blank(9I21006-BLK1) Prepared & Analyzed: 09/21/2009 11:07 LCS(9I21006-BSI) Total Suspended Solids Duplicate (9I21006-DUP1) Source: C908741-02 Page 10 of 15 88 1.0 Prepared & Analyzed: 09/21/2009 11:07 `Spke S tL�rtie' - z4tiN L a BeslR %REC Lim 89.0 99 82-1 Prepared & Analyzed: 09/21/2009 11:07 v .encolabs.com QUALITY CONTROL Classical Chemistry Parameters - Quality Control Batch 9121006 - NO PREP Duplicate (9I21006-DUPI) Continued Prepared & Analyzed: 09/21/2009 11:07 C908741-02 Source. -` --MRLr pike * urce t�p R�C uRPD , _Units - p:eyel..�t"z'k - RE[,yy RP•D a' Ifn�t'ks " Notes Total Suspended Solids ,Resuk 30 1.0 mg/L 30 1 25 Batch 9123006 - NO PREP Blank (9I23006-BLK7) Prepared & Analyzed; 09/23/2009 09:45 - .+o=. -WRaD6� MEMO 'REC ILtmity Nofies %lnalytp. _ - ,Rewr Flag " nMRL ,tD a4el, It t Limito. : sgRPD� Total Susoended Solids LO U 1.0 mg/L LCS (9I23006-BS3) Prepared & Analyzed: 09/23/2009 09:45 r - Nte .. _ Resuk- t3a9.. 'aMRL -- Unilslevel R k %`REq - Eimits - RP.D ,Limit Notes Total Suspended Solids 89 1.0 mg/L 89.0 300 82-I19 Duplicate (9I73006-DUP1) Prepared & Analyzed: 09123/2009 09:45 Source: C910124-02 - '?'•' - S MO.., arcs - • '" o %REO - D ' Gm"�Sw �mit°No Y x. aipm . RewitL Units�__� all Rem REC RP,D _ Total Suspended Sold, 380 1.0 mg/L 390 3 25 Batch 9124017 - Same Blank (9I24017-BLKI) Prepared: 09/25/2009 11:12 Analyzed 09/27/2009 09 24 af - Spike .Source ... %REC r_ _ RP,D• ....- mite--yrRPD, mIt "Notes - Aaalyte_..a•'dUnits:+s .Level : • Rewk %REC, kC - Total K)eldahl NMjen 0.15 U 0.48 mg/L LCS (9I24017-BSI) Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09 26 - - - R Spike Source :*' " %REC r RPD %REC Limt9+RPD ''Limit �Nobes An _ResultT• F.Iag MRL' l nitse'vel' _ Result Total KleWahl Nitrogen _ 11 0.48 mg/L 12.0 96 8R120 Matrix Spike (9124037-MSI) Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09:28 Source C909484 04 „•kr �, , I96A a g�++ S- ;�;.. g�+a $'Spilre""Source. - .c�.�C r.�".nPFt. RPD• 1,. v ana•v+�t.Fzec. Resuk; .n.. 9 �'r-*MRL Untts�7�lxvel Res4k .%REC;Ilmitsi`,RPD�r'.�Ltmrt .dotes) Total K/eldahl Nitrogen t3 0.98 mg/L 12.0 0.55 302 80-120 Matrix Spike Dup (9I24017-MSD1) Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09:31 C909484-04 uSource; REC Y,,'v'ro .L'� µEC A RPD `70 Units Eevel Resrik' •% its RPD - Gmrt iNotis .. Aa yy�.ayyb� !Flag ,aMRC' Total K)eldahl Nnrogen 12 0.98 mg(L 12.0 d55 99 80 120 3 25 Batch 9124019 - Same Page I I of 15 QUALITY CONTROL Classical Chemistry Parameters - Quality Control a wv .enculabs.com Blank(9124019-BLK1) Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:14 Ana E' tln -' ` S"p`ikeei iSRopurucke ,- RC -.4miiC D mrP�Dt Nte Rki Phosphorus 0.050 u 0.10 mq/L i rc 10T74m 9-act 1 Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:16 Matrix Spike (9I24019-MS1) Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:18 e,... rono4R4-n4 Matrix Spike Dup (9I24019-MSDI) Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:19 c.... .. r9094R4-04 Batch 9J06015 - NO PREP LCS (9106015-BSI) Prepared & Analyzed: 10/01/2009 12:01 R��EG��th'�RPDt .. { aiyle ,u.__ 1 V` -' mResu Flag ;MRL 'Il. -" Lev�`"eISR wk �oh(REC ,ILim1RPD�e`SLlmr'f�-NeteS- pH 7,0 1.0 pH links 7.01 100 99-1U1 'M Duplicate (9306015-DUPI) Prepared & Analyzed: 10/01/2009 12:01 m...... r91O977-03RE1 QUALITY CONTROL Classical Chemistry Parameters - Quality Control Batch 9127001 - EPA 1664A xt t Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12 . rc rnn7nnt-RCTI Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12 Matrix Spike (9I27001-MSI) Page 12 of 15 Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12 E QUALITY CONTROL Classical Chemistry Parameters - Quality Control s o w .encolabs.com Batch 9127001 - EPA 1664A Matrix Spike (9I27001-MSI) Continued Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12 c......e• aonaca7-n7 Matrix Spike Dup (9I27001-MSD1) D4AACA7_n7 Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12 Page 13 of 15 CS Nh,'DDJ w .encolabs.com FLAGS/NOTES AND DEFINITIONS g The analyte was detected in the associated method blank. D The sample was analyzed at dilution. 1 The reported value is between the laboratory method detection limit (MDL) and the laboratory method reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable. U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. E The concentration indicated for this analyte is an estimated value above the calibration range of the instrument. This value is considered an estimate. MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is based on the low point of the calibration curve, when applicable, sample preparation factor, dilution factor, and, in the case of soil samples, moisture content. )-01 Result is estimated due to positive results in the associated method blank. Q Analysis performed outside of method - specified holding time. QM-07 The spike recovery was outside acceptance limits for the MS and/or MSD. The batch was accepted based on acceptable LCS recovery. Page 14 of 15 � � ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OF -CUSTODY RECORD lorrsalmn•mr. aw trralxe ran N.nwltnl lo!nva a..er w,Jclma OnwlaRTl:1 A+Sun•rv,rtmxC.61 Can. rr MU PB!IRAi.1R hnfORK^ s (oNl%d Yhr Fa•19u1Nt11!le f4gl✓-WJINn Fa.Nf91f6FitC Page ` of 1 unn w.n I�ou1lFJlnn Rpul Mre MYFtn Roauastad lurrcnwlb MACTEC Engineering (LA010) 6470.09-2339 MIIKS n„�nxSaCea.LOKk: P Wl n`Dnf6anr[f b 3301 Atlantic Avenue Veolia ES Sloanwaler Sampling m mar a"r m Z n9 r, Pln >, r111r.SRl�- X Raleigh, NC 27604 `�J � zi%0q 0705j o tandaro to a�a rcw a 831-8056 Q - eta hew Gillis rJ N _Expedited _ oy 5mrr.nlN^r<"" a^Ir�ll f (1� Accounts Payable X � Due—1_-_I— Im�rnl ..nn.o +:�.ly llr.ga�.m Q 0 = (n Lab Waftrdefr:S.✓ `�ifLc1G4'tw� r� z O n ,t�umvr✓nl� Cw.Wm I.m Ce,la nlw �lre aoJnN15 D`{ U73o h Esw x x x x x x x x _? I7-AA n�IIS x x x x i.•11n Ne R.yn2 P/ ./A f a:fu:xwM Af LUM"ne 70 j" � r "`-V ✓/� -1� �- rnIVJ.� Bf LbMfl ne M1c:n e101 IWdlim nrp ie1�1n5hH F1' C)wlln4 .M / N tt,, D i�ib l•F ten nn Rwnll 1 1+tln.��IIMIS'-NI 1 ACCeAuade _ UnAeoepbble __ -.-...J..._.IL:.I_..n numM1en lkr NMi]Nvl"'S14'cILL WIla01101'•!w IMJIeCmm�kl wnf.....,..�r......, BHe, u u ml.+ur.rae v ul:e un rm r xrn>,ivr un 1+, •��m..•aa�r..an+.wnmi. �r•r�ee ��. re 1.,. ..... v.l. , pw p,.r,•nn rml ATi-LA NCENR o North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor. Director Secretary September 10, 2009 CERTIFIED MAIL RETURN RECEIPT REQUESTED 7008 1300 00001133 4137 Mr. J. Leonard Beck Veolia ES Technical Solutions, LLC 2176 Will Suitt Road Creedmoor, NC 27522 Subject: Notice of Violation and Intent to Enforce Stormwater Compliance Evaluation Inspection Permit No. NCS000175 Case No.: NOV-2009-SP-0021 Veolia ES Technical Solutions, LLC Granville County Dear Mr Beck: On August 27, 2009, Cheng Zhang of the Raleigh Regional Office (RRO) conducted a Stormwater Compliance Evaluation Inspection at Veolia ES Technical Solutions. Your assistance was greatly appreciated. The inspection report is attached. Findings during the inspection were as follows: 1. NPDES individual stormwater permit NCS000175 was issued to Veolia ES Technical Solutions to discharge stormwater runoff to a nearby creek. 2. The current permit was issued and became effective on February 1, 2009 3. The facility has developed a Stormwater Pollution Prevention Plan (SPPP). The plan includes all components required by the permit. 4. The new permit requires the permittee to conduct qualitative and analytical monitoring at all three stormwater discharge outfalls semi-annually. It was noted that MACTEC Engineering and Consulting, Inc. was under a contract to conduct both qualitative and analytical monitoring for the permittee. It was also noted that neither qualitative nor analytical monitoring was conducted during Year 1 Period 1 (February 1 to July 31, 2009). On August 26, 2009, MECTEC stated that there were no qualified North Carolina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone (919) 7914200 Customer Service Internet: w .ncwaterquality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788-7159 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper may.. ..�... �_ _'� „ 10 Veolia ES Technical S4&ns LLC Permit No. NCS000175 Compliance Evaluation Inspection representative storm events during the period thus no monitoring could be conducted. This statement is not acceptable, for the following reasons: There were not detailed daily rainfall records from the permittee or contractor to support the statement US Geological Survey (USGS) daily rainfall records from a site in vicinity to the facility show that there were plenty of storm events that qualified as state defined representative storm events during the period Therefore,.the permittee had violated Part Il Section B and C of its NPDES Stormwater permit for failure to conduct analytical and qualitative monitoring at all three stormwater discharge outfalls during Year 1 Period 1 (February 1 to July 31, 2009). This office requests that both qualitative and analytical monitoring be accomplished twice during Year 1 Period 2 (August 1 to December 31, 2009) and monitoring reports be mailed to RRO by January 31, 2010. This office will review your response to determine whether or not civil penalty assessment is appropriate. Please respond to the Raleigh Regional Office by October 10, 2009, at the addresses listed below, as to the cause of the above violations, plans for resolution, plans for monitoring, and plans for prevention of future violations. S. Daniel Smith DWQ Raleigh Regional Office 1628 Mail Service Center Raleigh, NC 27699-1628 Please note that permit condition violations are subject to civil penalty assessment of up to $25000 per day per violation. If you have any questions regarding this notice, please contact Cheng Zhang at 919-791-4200 (or email: chene.zhane(a)ncdenr eov). Sincerely, S. Daniel Smith Surface Water Protection Supervisor Raleigh Regional Office Enclosure: Compliance Evaluation Inspection Forth cc: Central Files _ �RRO SWP files Permit: NCS000175 SOC: County: Granville Region: Raleigh Contact Person: J L Beck Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Compliance Inspection Report Effective: 02/01/09 Expiration: 01/31/14 Owner: Veolia Es Technical Solutions LLC Effective: Expiration: Facility: Veolia ES Technical Solutions, LLC 2176 Will Suit Rd Inspection Date: 08/2712009 Primary Inspector: Chang Zhang Secondary Inspector(s): Title: Entry Time: 09:30 AM Reason for Inspection: Routine Permit Inspection Type: Stormwater Discharge, Individual Facility Status: ❑ Compliant ® Not Compliant Question Areas: ® Storm Water (See attachment summary) Creedmoor NC 27522 Phone:919-528-3996 Ext.140 Certification: Exit Time: 11:00 AM Phone: Phone:919-791-4200 Inspection Type: Compliance Evaluation n Page: 1 1) Permit: NGS000175 Owner - Facility: Veolia Es Technical Solutions LLC Inspection Date: 08/27/2009 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? W Cl ❑ ❑ # Does the Plan include a General Location (USGS) map? ®❑ ❑ ❑ # Does the Plan include a "Narrative Description of Practices"? ®❑ ❑ ❑ # Does the Plan include a detailed site map including outfall 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? ■ ❑ ❑ ❑ # Does the Plan include a BMP summary? 0 ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ■ ❑ ❑ ❑ # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ❑ ❑ ❑ ❑ # Does the facility provide and document Employee Training? M ❑ ❑ ❑ # Does the Plan include a list of Responsible Party(s)? ■ ❑ ❑ Cl # 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 Qualitative Monitoring semi-annually? ❑ W 0 ❑ Comment: Qualitative monitoring was not conducted during the first period (February 1 to July 31, 2009). Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? ❑ ®❑ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ ❑ Comment: Analytical monitoring was not conducted during the first period (February 1 to July 31, 2009). Permit and Outfalis Yes No NA NE # is a copy of the Permit and the Certificate of Coverage available at the site? ®❑ Cl ❑ # Were all outfalls observed during the inspection? 9 ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑ # Has the facility evaluated all illicit (non stonnwater) discharges? W ❑ ❑ ❑ Page:3 July Mr. J. Beck, Veolia ES Tech Solutions, LLC 2176 Will Suit Rd. Creedmoor, NC 27522 2008 N Michael F. Easley, Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources SUBJECT: Compliance Evaluation Inspection Report Veolia ES Tech Solutions Stormwater NPDES Permit NCS000175 Creedmoor, NC Granville County Dear Mr. Beck: Coleco H. Sullins, Director Division of Water Quality On July 24, 2008 I (Myrl Nisely) made a compliance inspection of the Veolia TSD facility with your help. It was a pleasure meeting you. The transfer facility was in compliance. Please see the attached inspection checklist. Below are the highlights from our discussion. 1. The Stormwater Pollution Prevention Plan (SP3) was current in every respect. There was a separate page on which annual updates of the plan were documented, a helpful feature. The stormwater program was observed to be proactive, striving to prevent problems. 2. This permit expired 8/31/2006 and DWQ has not yet issued a renewal. This matter will be brought to the attention of the permitting unit. If you have questions or comments about this inspection, please contact me at 919-791-4255. Sincerely, ,l Q Myr1 A. Nisel Y Environmental Chemist Raleigh Regional Surface Water Quality cc: RRO/SWP files Central Files V`Carolina ura/!y North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 7914200 Customer Service Internet: uww.ncwatcrqualitv.or> 1628 Mail Service Center Raleigh, NC 27699-1628 FAX (919) 788-7159 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/l0% Post Consumer Paper Permit: NCS000175 SOC: County: Granville Region: Raleigh Contact Person: J L Beck Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Compliance Inspection Report Effective: 09/01/01 Expiration: 08/31/06 Owner: Veolia Es Technical Solutions LLC Effective: Expiration: Facility: Veolia ES Technical Solutions, LLC 2176 Will Suit Rd Inspection Date: 07/24/2008 Primary Inspector: Myrl Nisely Secondary Inspector(s): Title: Entry Time: 08:50 AM Reason for Inspection: Routine Permit Inspection Type: Stormwater Discharge, Individual Facility Status: ■ Compliant ❑ Not Compliant Question Areas: ® Storm Water (See attachment summary) Creedmoor NC 27522 Phone:919-528-3996 Ext.140 Certification: Exit Time: 09:55 AM Phone: Phone: 919-791-4200 Inspection Type: Compliance Evaluation Page:t Permit: NCS000175 Owner- Facility: Veolia Es Technical Solutions LLC Inspection Date: 07/24/2008 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? ■ ❑ ❑ ❑ # Does the Plan include a "Narrative Description of Practices"? ■ ❑ ❑ ❑ # Does the Plan include a detailed site map including outfall 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? ■ ❑ ❑ ❑ # Does the Plan include a BMP summary? ■ ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ■ ❑ ❑ Cl # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ■ ❑ ❑ ❑ # Does the facility provide and document Employee Training? ■ ❑ ❑ ❑ # Does the Plan include a list of Responsible Party(s)? ■ ❑ ❑ ❑ # Is the Plan reviewed and updated annually? ■ ❑ ❑ ❑ # Does the Plan include a Stormwater Facility Inspection Program? ■ ❑ ❑ ❑ Has the StormwaterPollution Prevention Plan been implemented? ■ ❑ ❑ ❑ Comment: Strong program, site designed to capture any spills, operated in a manner that would minimize releases from drums or tank trucks into catch basins if they ever occurred. Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑ Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? ❑ ❑ ■ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ Cl Comment: Permit and Outfalis Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑ # Were all outfalls observed during the inspection? W ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ■ ❑ # Has the facility evaluated all illicit (non stormwater) discharges? ■ ❑ ❑ ❑ Page:3 Permit: NCS000175 Owner - Facility: Veolia Es Technical Solutions LLC Inspection Date: 07/24/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine Comment: All three outfalls were clean, nicely grassed. Page:4 Permit: NCS000175 SOC: County: Granville Region: Raleigh Contact Person: J L Beck Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Compliance Inspection Report Effective: 09/01/01 Expiration: 08/31/06 Owner: Veolia Es Technical Solutions LLC Effective: Expiration: Facility: Veolia ES Technical Solutions, LLC 2176 Will Suit Rd Inspection Date: 07/24/2008 Primary Inspector: Myrl Nisely Secondary Inspector(s): Title: Entry Time: 08:50 AM Reason for Inspection: Routine Permit Inspection Type: Stormwater Discharge, Individual Facility Status: ■ Compliant 0 Not Compliant Question Areas: E Storm Water (See attachment summary) Creedmoor NC 27522 Phone:919-528-3996 Ext.140 Certification: Exit Time: 09:55 AM Phone: Phone:919-791-4200 Inspection Type: Compliance Evaluation Page:1 Permit: NCS000175 Owner - Facility: Veolia Es Technical Solutions LLC Inspection Date: 07/24/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine Inspection Summary: Page:2 Permit: NCS000175 Owner - Facility: Veolia Es Technical Solutions LLC Inspection Date: 07/24/2008 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? ■ ❑ ❑ ❑ # Does the Plan include a "Narrative Description of Practices"? ■ ❑ ❑ ❑ # Does the Plan include a detailed site map including outfall 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? ■ ❑ ❑ ❑ # Does the Plan include a BMP summary? ■ ❑ ❑ ❑ # Does the Plan include a Spill Prevention and Response Plan (SPRP)? ■ ❑ ❑ Cl # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ■ ❑ ❑ ❑ # Does the facility provide and document Employee Training? ■ Cl ❑ ❑ # Does the Plan include a list of Responsible Party(s)? ■ ❑ ❑ ❑ # Is the Plan reviewed and updated annually? ■ ❑ ❑ ❑ # Does the Plan include a Stormwater Facility Inspection Program? ■ ❑ Cl Cl Has the Stormwater Pollution Prevention Plan been implemented? ■ ❑ ❑ ❑ Comment: Strong program, site designed to capture any spills, operated in a manner that would minimize releases from drums or tank trucks into catch basins if they ever occurred. Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑ Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? ❑ ❑ ■ ❑ # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ ❑ Comment: Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑ # Were all outfalls observed during the inspection? ■ Cl ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ■ ❑ # Has the facility evaluated all illicit (non stormwater) discharges? ■ ❑ ❑ ❑ Page: 3 Permit: NCS000175 Owner - Facility: Veolia Es Technical Solutions LLC Inspection Date: 07/24/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine Comment: All three outfalls were clean, nicely grassed. Page:4