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HomeMy WebLinkAboutNCG030594_COMPLETE FILE - HISTORICAL_20140520STORMWATER DIVISION CODING SHEET NCG PERMITS � PERMIT NO. IV Cc DOC TYPE ❑HISTORICAL FILE � ❑ MONITORING REPORTS DOC DATE ❑ Q Q y o . �a D VYYYMMDD �FTYWA NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor James Moseley Harris Rebar North Carolina Inc 2066 East Lyon Station Rd Creedmoor, NC 27522 Dear Mr. Moseley: ,John E. Skvarla, III Secretary June 13, 2014 RECEIVED JUN 17 2014 CENTRAL FILES DWQIBOG Subject: Stormwater Permit Rescission Request Denial Certificate of Coverage Number NCG030594 Harris Rebar North Carolina Inc Granville County On April 30, 2014, the Division of Energy, Mineral and Land Resources received your request to rescind your coverage under Certificate of Coverage Number NCG030594. Based on our review of your request and the recommendation of our Raleigh Regional Office, your request for rescission has been denied. Your request was denied because, on inspection, there was evidence of discharge from the southernmost pond which captures runoff from the production area. Your Certificate of Coverage Number NCG030594 will remain in effect, and you must continue to comply with your NPDES stormwater permit. If you have questions about this matter, please contact Julie Ventaloro at 919-807-6370, or the Stormwater staff in our Raleigh Regional Office at 919-791-4200. Sincerely, ait 4,/) U for Tracy E. Davis, PE, CPM, Director Division of Energy, Mineral and Land Resources cc: Raleigh Regional Office - D. Parnell Stormwater Permitting Program Central Piles - w/attachment 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:llportal.nedenr.orQlwebilrl An Equal Opportunity L Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper Permit: NCG030594 SOC: County: Granville Region: Raleigh Compliance Inspection Report Effective: 11/01/12 Expiration: 10/31/17 Owner: Harris Rebar North Carolina Inc Effective: Expiration: Facility: Harris Rebar North Carolina Inc 2066 E Lyon Station Rd Contact Person: Devon Miller Title: Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 05/20/2014 Entry Time: 10:30 AM Primary Inspector: David R Parnell Secondary Inspector(s): Creedmoor NC 27522 Phone: 910-739-9747 Certification: Exit Time: 12:00 PM Phone: Phone: 919-791-4260 Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Metal Fabrication Stormwater Discharge COC Facility Status: ■ Compliant Q Not Compliant Question Areas: ■ Storm Water (See attachment summary) Page: 1 Permit: NCGO30594 Owner - Facility: Harris Rebar North Carolina Inc Inspection Date: 05/20/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine inspection Summary: The facility has requested that their permit be rescinded due to "no flow" from stormwater ponds. It appears that their consultant has proposed two new SDO, rather than the one at the east portion of the property. They then conclude that the ponds never discharge. The southernmost pond shows some signs of recent discharge and encompasses the drainage area for the production area. I believe that this should be the outfall to be sampled at the discharge of the pond (through riprap and gravel filter). I will talk with Ken Pickle of SPP and get his opinion. Page: 2 . ti Permit: NCG030594 Owner - Facility: Harris Rebar North Carolina Inc Inspection Date: 05/20/2014 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)? ■ ❑ ❑ ❑ # 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 Stormwater Pollution Prevention Plan been implemented? ■ ❑ ❑ ❑ Comment: Compliant with all aspects of the SPPP Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ ❑ ❑ Comment: Discussed with Mr. Mosely all possible SDO sampling locations. Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? 0111111 # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ ❑ Comment: Discussed with Mr. Moseley all possible SDO sampling locations. 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? ■ ❑ ❑ ❑ # 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 Semiannual samples 14 Monthly Samples 9/6/12 12/29/12 10/7/13 11/26/13 11/13 12/13 1/1/14 2/14 3/14 4/14 Benchmarck 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 EAST Zinc 0.02 0.118 0.081 0.027 0.025 L 0.143 No flow CO-n068 No flow 0.038 SOUTH Zinc fx 0.201 0.05 0.172 L,0P7A3. N/A 0.197 No flow 0.045 No flow 0.114 East outfall Date 11/15/05 6/21/06 1117/06 6120/07 11/15/07 7/15/08 11/13/08 7/31/09 11/18/09 5/29/10 10/14/10 7/21/11 217112 7110112 East outfall 0.103 0.239 0.075 0.078 0.192 0.054 0.155 0.041 1 0.28 1 0.055 1 0.069 1 0.041 1 0.310 0.247 Date 1 916112 1 12129112 1 1017113 1 111261213 1 11113 1 12113 1 111114 1 2114 1 3114 1 4114 East outfall 0.02 1 0.118 0.081 1 0.027 1 0.025 1 0.197 1 No flow 1 0.068 1 No flow 1 0.038 South outfall Date 11115/05 6121106 1 1117106 1 6/20107 111115107 1 7195I0_ 11113108 1 7131109 111118109 1 5129110 1 10114110 I 7121111 1 2r7112 I 7110112 South outfall 1 0.126 0.080 1 0.169 1 0.235 1 0.221 C:5J- 0.188 1 0.404 0.220 1 0.488 1 3.050 1 0.190 1 0.169 1 0.310 Date 916112 12/29112 1 10/7113 1 11126/213 11113 12113 1 111114 1 2114 1 3114 1 4114 South outfall 0.201 0.050 1 0.172 1 0.073 NIA NIA L No flow 1 0.045 1 No flow 1 0.114 ear + Parameter 11/15/05 6/21/06 11/7/06 6/20107 11/15/01 7/15/08 11/13/08 7/31/09 11/28/09 5/29110 10/14/10 7/21/11 2/7/12 7/10/12 1 9/6/12 12/29/12 1 10/7/13 Il/26/213 Zn Target 0.D57 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 M067 0.067 0.067 0.067 Zinc (mg/L) 0.103 0.239 0.075 0.078 0.192 OA54 0.155 0.041 0.28 0.055 0.069 0.041 0.310 0.118 0.081 0.027 COD(mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA 58.9 33.8 49.9 32.2 50 10.3 T55(mg/L) 14 7 7 44 13 9 5 13 32 6.72 e2.5 5 38.0 V0,06270.067 8.8 40 3.7TPH(mg/L) N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A <5 <5 N/A N/A N/A N/A Oil/ Grease(mg/L) 6.5 56.8 59.4 <5 <7 <5 <5 <5 <5 <5 N/A 5 62.2 <5 <5 6.9 pH 6 6 4 6 6 6 6 6 6.82 5.5 6.84 4 7.2 1 b J 6 6 •' Footnote re oil/grease and TPH Footnote on pH prior to M itch Hayes inspection (check files for that date). Sou r�F Parameter 11/15/05 6/21/06 1117/06 6/20/07 11/15/07 711SAM 21/13/08 7/31/09 11/18/09 5129110 10114/10K7121111 217/12 7/10/12 916112 UJ29/12 10/7/13 11/26/13Zn Target 0.067 0.067 0.067 0.067 0.067 -0.06. 0.067 0.067 0.067 0.067 0.D67 0.067 0.067 0.067 0.067 OA67 0.067 Zinc (mg/L) 0.126 0.080 0.169 0.235 0.221 [5.ZZ0� 0.198 0.404 0.220 0.488 3.050 0.169 0.310 0.201 0.050 0.172 0.073 COD (mg/L) N/A N/A N/A N/A N/A N A N/A N/A N/A N/A 126 199 91 26 27.9 80.3 12.3 T55 (mg/L) 15 30 13 28 .--Z4- 27 32 344- 36.6 269 344.-., 12 10 46.7 180- 6 TPH (mg/L) N/A N/A N/A N/A N/A N/A N/A '"N/A N/A N/A <5N/A N/A N/A N/A '-W/A N/A Oil / Grease (mg/L) <5.6 <5.3 19.1 <5 <5 <5 <5 <5 <5 <5 N/A 5 35.5 3.0 3 <5 <5 <5 pH 6 6 5 6 6 6 6 6 6.4 5.2 fi.51 6 6.18 6.7 6 6 7 6 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DMSION OF WATER QUALITY GENERAL PERMIT NO. NCG030000 CERTIFICATE OF COVERAGE No. NCGO30594 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, Harris Rebar North Carolina Inc is hereby authorized to discharge stormwater from a facility located at Harris Rebar North Carolina Inc 2066 E. Lyon Station Rd Creedmoor to receiving waters designated as a UT to Little Ledge Creek, a class WS-IV;NSW, waters in the Neuse 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. NCG030000 as attached. This certificate of coverage shall become effective July 19, 2013. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day July 19, 2013. ORIGINAL SIGNED 8) KEN PICKLE for Thomas A. Reeder, Acting Director Division of Water Quality By Authority of the Environmental Management Commission NCDEE R North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Thomas A. Reeder John Skvada Governor Acting Director , Secretary July 19, 2013 ., JUL 3 0 2013 Peter J. Fosnough Harris Rebar North Carolina Inc 1342 S. Grandstaff Dr Auburn, IN 46706 Subject: NPDES General Permit NCG030000 Certificate of Coverage NCG030594 Harris Rebar North Carolina Inc �rse-6e�YGrdnr�i/� �uv� Dear Mr. Fosnough: 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, please contact the Stormwater Permitting Unit at 919-807-6300. Sincerely, ORIGINAL SIGNED B) KEN PICKLE for Thomas A. Reeder cc: Raleigh Regional Office Central Files Stormwater Permitting Unit Wetlands and Stormwater Branch 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St, Ra fth, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-64941 Customer Service:1-877-623-6748 Internet www.ncwaterqualit .org One NorthCarofina Naturally An Equaf Opportunity kAffirmative Acton Employer i' '% AAA15) NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, PE Dee Freeman Governor Director Secretary November 30, 2012 Mr. Devon Miller Nufab National Rebar, Inc. 2066 E. Lyon Station Road Creedmoor, NC 27522 Subject: Stormwater Compliance Evaluation Inspection Certificate of Coverage No. NCG030594 Nufab National Rebar - Creedmoor Granville County Dear Mr. Jones: On November 8, 2012, Cheng Zhang of the Raleigh Regional Office (RRO) conducted a Stormwater Compliance Evaluation Inspection at the subject facility. Your assistance was greatly appreciated. The inspection report is attached, Findings during the inspection were as follows: Certificate of Coverage (COC) No. NCO030594 of NPDES general permit NCG030000 was issued to Nufab National Rebar to discharge stormwater runoff to an unnamed tributary to Little Ledge Creek, a WS-IV, NSW stream, in the Neuse River Basin. The current COC expired on October 21, 2012. The facility Submitter renewal application on March 9, 2012, which is in review by the Division. 2. The facility has developed and implemented a Stormwater Pollution Prevention Plan (SPPP), which included all required elements. Please be reminded to conduct annual employee training and plan review/update by the end of 2012. 3. The facility had conducted qualitative monitoring as required by the General Permit. Monitoring reports for 2011 and 2012 were reviewed during the inspection. 4. The lone stormwater outfall were observed during the inspection and found well maintained. If you have any questions regarding the attached report or any of the findings, please contact Cheng Zhang at 919-791-4200 (or email: cheng.zhang@ncdenr.gov). Sincerely, Cheng Zhang Environmental Specialist Enclosure: Compliance Evaluation Inspection Form cc: Central Files RRO SWP files North Carulina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone (9I9) 791-4200 Customer Service Internet: www.newaterquality.org Location: 3900 Garrett Drive Raleigh, NC 27609 Fax (919) 788-7159 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Compliance Inspection Report Permit: NCG030594 Effective: 08/20/10 Expiration: 10/31/12 Owner: Nufab LLC SOC: Effective: Expiration: Facility: Nufab National Rebar - Creedmoor County: Granville 2066 E Lyon Station Rd Region: Raleigh Creedmoor NC 27522 Contact Person: Devon Miller Title: Phone: 910-739-9747 Directions to Facility: System Classifications: Primary ORC: Certification: Phone: Secondary ORC(s): On -Site Representative(s): r I�evOh ,'11Qr� C9 f 9) e - (. —3 100 Ca�q� 868 �. �s-gam f Related Permits: C) Inspection Date: 19108I2012 Entry Time: 01:30 PM Exit Time: 02:30 PM Primary Inspector: Cheng Zhang Phone: 919-791-4200 Secondary Inspector(s): Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Metal Fabrication Stormwater Discharge COC Facility Status: ■ Compliant ❑ Not Compliant Question Areas: E Storm water (See attachment summary) Page: 1 Permit: NCGO30594 Owner • Facility: Nufab LLC Inspection Date: 11/06/2012 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? ❑ ❑ ■ Cl # 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? ■ ❑ ❑ ❑ # 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? ■ ❑ ❑ Cl # Does the Plan include a Stormwater Facility Inspection Program? ■ ❑ ❑ ❑ Has the Stormwater Pollution Prevention Plan been implemented? ■ ❑ ❑ ❑ Comment: Employee training has not been conducted in 2012. The SPPP needs to be reviewed or updated by the end of 2012. 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: The facility has been using rain gauge data from SGWASA WWTP, it plans to purchase a rain gauge and place it on site. 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? 01300 # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ■ ❑ # Has the facility evaluated ail illicit (non stormwater) discharges? ■ ❑ ❑ ❑ Page: 3 Permit: NCG030594 Owner -Facility: NufabLLC Inspection Date: 11/08/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine Comment: The lone stormwater outfall was observed and found well maintained. Page: 4 NCDENR North Carolina Department of Environment and Natural Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director Mr. Mike McDuffie Nufab Rebar, LLC 1610 S. Grandstaff Drive Auburn, 1N 46706 August 20, 2010 Resources Dee Freeman Secretary F� �IfJ� 1� a AUG.2 5 Subject: General Permit No. NCG030000 Nufab Rebar, LLC Nufab National Rebar LLC COC NCG030594 Granville County Dear Mr. McDuffie: In accordance with your application for a discharge permit received on July 12, 2010, we are forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDESgeneral permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). Please take notice that this certificate of coverage is not, transferable except after notice to the Division of Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage. Per the requirements of the Neuse Riparian Buffer'Rule, all stormwater drainage to stream buffers, from portions of this site that have been constructed after July 22, 1997, must be discharged through a correctly designed level spreader or another device that meets diffuse flow requirements per 15A NCAC 213 .0233. Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at: http://L)ortal.ncdenr.orp,/web/wg/ws/su/bmp-manual. 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. Wetlarsds and Stormwater Branch 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 9IM07-63001 FAX: 919-807.64941 Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org — 1. ., .-.., I_-,- L NorthCarolina Naturally Mr. Mike McDuffie Nufab Rebar LLC—NCG030594 July 22, 2010 If you have any questions concerning this permit, please contact Brian Lowther at telephone number (919) 807-6368. Sincerely, for Coleen H. Sullins cc: Raleigh Regional Office Central Files Stormwater Permitting Unit Files 0-' _ STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG030000 CERTIFICATE OF COVERAGE No. NCG030594 STORMWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawfis; standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Nufab Rebar, LLC is hereby authorized to discharge stormwater from a facility located at Nufab National Rebar LLC 2066 East Lyon Station Road Creedmoor, NC Neuse County to receiving waters designated as an unnamed tributary to Little Ledge Creek, a class W S-i V; NSW water in the Neuse River Basin, in accordance with the effluent limitations, monit," ing requirements, and other conditions set forth in Parts I, 11, I11, IV, V, and VI of General Permit No. NCG030000 as attached. This certificate of coverage shall become effective August 20, 2010. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day August 20, 2010. 0 for Coleen H. Sullins, Director Division of Water Quality By the Authority of the Environmental Management Commission LOCATION MAP: Is X 4" NXII-, ;A2, fit' 4�"' - X" W: V, `i' ail 'b "J' �7 I 7 Y'4 '—N AZI wp� 07 It k 7A. AL C- J71 L Nufab National Rebar LLC L! 0 %L i'k 7 T-r V. N- n j 413 36 NCG030594 W Scale 1.24,000 Nufab Rebar, LLC Nufab National Rebar LLC Latitude: 360 7' 13" N Longitude: 780 43'44" W County: GianWle Recei \Ang Stream: Li td e Ledge Creek (UT) Dream Class: WS-IV; NSW Sub-bain: 03-04-01 (Neuse River Burin) Facility Location i ® Pace Analytical Services, Inc. 11-�aOAnalXical 205 East Meadcw Road - Suite A rwwpocalabs.com Edon, NC 27288 J (338)tS23-8921 October 23, 2013 Mr. Mike Sussman Kleinfelder, Inc. 6200 Harris Tech. Blvd Charlotte, NC 28269 RE: Project: Harris Rebar-Creedmoor Pace Project No.: 92175581 Pace Analytical Services, Inc. 2225 R verside Dr. Asheville, NC 28004 (828)254-7176 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 10o Huntersville, NC 28078 (704)875-9092 Dear Mr. Sussman: Enclosed are the analytical results for sample(s) received by the laboratory on October 11, 2013. The results relate only to the samples included in this report. Results reported herein conform to the most current TN standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. Analyses were performed at the Pace Analytical Services location indicated on the sample analyte page for analysis unless otherwise footnoted. If you have any questions concerning this report, please feel free to contact me. Sincerely, Angela Baioni angela.baioni@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not he feproduced, except in full, wiftut the Written consent of Pace Analytical Services, Inc.. Page 1 of 12 - -acekvlyikalm www.pacolsbs.com I October 23, 2013 Mr. Mike Sussman Kleinfelder, Inc. 6200 Harris Tech. Blvd Charlotte, NC 28269 Pace Analytical Services, Inc, 205 East Meadow Road - Suite A Eden, NC 27288 (336)623.8921 RE: Project: Harris Rebar-Creedmoor Pace Project No.: 92175581 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254.7176 Pace Analytical Services, Inc. 98W KinceyAve. Suite 10o Huntersville, NC 28078 (704)875.9092 Dear Mr. Sussman: Enclosed are the analytical results for sample(s) received by the laboratory on October 11, 2013. The results relate only to the samples included in this report. Results reported herein conform to the most current TN I standards and the laboratory's Quality Assurance Manual, where applicable, unless otherwise noted in the body of the report. Analyses were performed at the Pace Analytical Services location indicated on the sample analyte page for analysis unless otherwise footnoted. If you have any questions concerning this report, please feel free to contact me. Sincerely, Angela Baioni angela.baioni@pacelabs.com Project Manager Enclosures REPORT OIL LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written Consent of Pace Analytical Services, Inc.. Page 1 of 12 hic - i *100; Cd NEWPacksge FedEx. Evmw USAirbflf I F= Awd low PSM SiNDIEWS f6lEX ACCOM SlVnifM ONLY • 44k 12 I yowhbaim On 67TIONAL 7- —16 7 P4 PACE -ANALYTICAL P At E - ANALYT -r!-, A.- - ZVdS, INC AMw*'-7800.kliqcF-,y-Avr-;, STE ILOO . aW-*W-L HOLD Ad&'M �WNTERSV f LLE NC 'Ap 2907e-8400. r ;448264?63. RZCA 30,3 4 - RM b FWik'b'%.,&"pe --'D FO&PW- -OFredwv —E) 0s, Oak El 'D .Elm&r- in D'wPav- beneew ljGaped - lbulpedaw -Inrawt , T"Dwkwv" - - The FeclEx US Airhill has changed. See Section 4. C) scvr: i52-Jts., vv-'.:rc ivn:., Fc % -3MM aceAnalj6cal' PaceAnalytical Services, Inc. 205 East Meadow Road - Suite A Eden, NO 2728E (336)623-8921 Project: Harris Rebar-Creedmoor Pace Project No.: 132175581 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NO 28804 (826)254-7176 CERTIFICATIONS Paco Analytical Services, Inc. 9B00 Kincey Ave, Suite loo HuAtersvine, NO 28078 (704)875-9092 Charlotto Certification IDS 9800 KinceyAve. Ste 100, Huntersville, NC 28078 Flodda/NELAP Certification E87627 North Carolina Drinking Water Certification M 37708 Kentucky UST Certification 84 North Carolina Field Services Certification #; 6342 West Virginia Certification #: 357 North Carolina Wastewater Certification 9: 12 VirginioNELAP Certification t 460221 South Carolina Certification 99006001 ....... ........... . .... ..... ... ... AshervIlle Certification IDS 2225 Riverside Dr,, Asheville, NC 28804 North Carolina Wastewater Certification * 40 Fforida/NELAP Certification E87648 South Carolina Certification V 99030001 Massachusetts Certification M-NC030 West Virginia Certification 9: 358 North Carolina Drinking Water Certification * 37712 VirginiaNELAP Certification 4: 460222 ..... ...... .... ... ..... .......... ........... - REPORT OF LABORATORY ANALYSIS This report "13 not be repeoduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 2 of 12 aceAnalyfical rvnnrpRMlEbs.oGm i Pace Anarytfcal Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27208 (338)623.8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7178 SAMPLE ANALYTE COUNT Pace Analytical Services, Inc. 9800KinceyAve. Suite 100 Hunlersvllle, NC 28078 {7(>4)875.9002 Project: Harris Rebar-Creedmoor Pace Project No.: M75581 Analytes Lab ID Sampte ID Method Analysts Reported Laboratory 92175581001 Sample EPA 1864B CLW 1 PASI-C EPA200.7 JMW 3 PASI-A SM 2540D DAS 1 PASI-A EPA 9040 AES2 1 PASI-A REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In rust, without the written consent of Pace Analytcal Services, Inc.. Page 3 of 12 m Pace Analytical Services, llie. Pace Analytical Services, I no. aceAnalXiml 205 East Meadow Road • SuileA 2225 Riverside Dr. Hmalu cam Eden. NG 27288 Asheville, NC 28804 ` (336)823.8921 (828)254.7176 l ANALYTICAL RESULTS Project: Harris Rabat-Creedmoor Pace Project No.: 92175581 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 hluntersville, NC 28078 (704)875.9082 Sample: Sample Lab ID: 92176681001 Collected: 10/1011311:40 Received: 10/11/13 09:30 Malriz: Water Parameters Results Units Report Limit ❑F Prepared Analyzed CAS No. Qual HEM, Oil and Grease Analytical Method: EPA 1664E Oil and Grease ND mg/L 5.0 1 10/16/13 12:57 200.7 MET iCP, 3030C Analytical Method: EPA 200.7 Preparation Method: SM 3030C Copper 9.2 uglL 5.0 1 10112/13 10:55 101151130327 7440-50-8 Lead ND uglL 5.0 1 10/12/13 110:55 10/1513 03:27 7430-92-1 Zinc ND ug/L 10.0 1 10/12/13 10:55 10/15/13 03:27 7440.66-6 2540D Total Suspended Solids Analytical Method: SM 2540D Total Suspended Solids 20.8 mg/L 4.2 1 loll6113 21:41 9040 pH Analytical Method! EPA 9040 PH 7.2 Std. Units 0.10 1 10/15/13 10:65 81,H6 Date. 10/23/2013 02:42 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pare Analytical Services, Inc., Page 4 of 12 m Pace Analytical Servires, Inc. Pace Analytical Services. Inc. Pace Analytical Services, Inc. i aceArraly�ical 205 Easl Meadow Road - Suite A 2225 Riveralde Dr. 9800 Kincey Ave, Suite 100 amvPbC0Mbs.Wm Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28D78 (339)823.8921 (B28)254.7176 (7D4)975-9092 QUALITY CONTROL DATA Project: Harris Reber-Creedmoor Pace Project No.: 92175581 QC Batch: GCSV115742 Analysis Method: EPA 1664E QC Batch Method: EPA 1864E Analysis Description: 1664 HEM, Oil and Grease Associated Lab Samples: 92175581001 METHOD BLANK: 1065667 Matrix: Water Associated Lab Samples: 92175581001 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Oil and Grease mglL ND 5.0 10/15/13 12:56 LABORATORY CONTROL SAMPLE: 1065668 Spike LCS LCS % Rec Parameter Units Conc. Result % Rec Limits Qualifiers Olt and Grease mg/L 40 36.2 90 78-114 MATRIX SPIKE SAMPLE: 1065669 92175552001 Spike MS MS % Rec Parameter Units Result Conc. Result %Rec Limits Qualifiers Oil and Grease mg/L ND 40 37.7 90 78-114 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date: 10/23/2013 02:42 PM without the written consent of Pace Analytical Services, Inc- Page 5 of 12 aceftlXical wwwpeccefahs.rom Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623.8921 Project: Harris Rebar-Creedmoor Pace Project No.: 02175581 OC Batch: MPRPM4414 OC Batch Method: SM 3030C Associated Lab Samples: 92175581001 METHOD BLANK: 1064970 Associated Lab Samples: 92175581001 Parameter Units ug1L Lead Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville. NC 28804 (828)254.7176 QUALITY CONTROL DATA Analysis Method: EPA200.7 Analysis Description: 200.7 MET 3034C Matrix: Water Blank Reporting Result Limit Analyzed Qualifiers ND 5.0 10/15/13 03:12 Pace Analytical Services, Inc. 9800 Kincny Ave. Suite 100 Hunlarsville, NC 28078 (704)875.9092 LABORATORY CONTROL SAMPLE: 1084971 Spike LCS LCS % Rec Parameter Units Cone. Result % Rec Limits Qualifiers Lead uglL 500 479 96 85.115 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1064972 1064973 MS MSD 92175581001 Spike Spike MS MSD MS MSD % Rec Parameter Units Result Conc, Cone. Result Result % Rec % Rec Limits RPD Oval Lead ugli. N❑ 500 500 484 483 96 96 70-130 0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, Date, 10/23/2013 02:42 PM without the written consanl of Pace Analytical Services, Inc.. Page 6 of 12 !aceAnalyifical J�� ...— cwrw.pnca/ebscmn 1 Paco Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (330)823.8021 Project: Harris Reber-Creedmoor Pace Project No.: 92175581 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254.7178 QUALITY CONTROL DATA QC Batch: WET/27644 Analysis Method: SM 2540D QC Batch Method. SM 25401) Analysis Description: 2540DTotal Suspended Solids Associated Lab Samples: 92176581001 METHOD BLANK: 1067334 Associated Lab Samples: 921755810D1 Parameter Units Total Suspended Sortds mg/L Matrix: Water Blank Reporting Result Limit Analyzed Qualifiers ND 2.6 10/17/13 08:28 Pace Analytical Services, Inc. 8800 Kincey Ave. Suite 100 Huntersville, NC 2a078 (704)875.9092 LABORATORY CONTROL SAMPLE: 1067335 Spike LCS LCS % Rec Parameter Units Cone. Result % Rec Limits Quallfers Total Suspended Solids mg1L 250 242 97 80-120 SAMPLE DUPLICATE: 1067336 92175051005 Dup Parameter Units Result Result RPD Qualifiers Total Suspended Solids mg1L 432 448 4 SAMPLE DUPLICATE: 1067337 92175532002 Dup Parameter Units Result Result RPD Qualifiefs Total Suspended Solids mg1L 13.7 14.3 5 REPORT OF LABORATORY ANALYSIS This repel shall not be reproduced. except in full. Date: 10/23/2013 02;42 PM without the written consent of Pace Analytical Services, Inc.. Page 7 of 12 ;IaceAnaljdical' 1-1!1WWPecel0b5.tom i Paco Analytical Services, Inc. 205 East Meadow Road • Suite A Eden, NC 27288 (336)823.8921 Project: Harris Rebar-Creedmoor Paoe Project No.: 92175581 Paco Analytical Services, Inc, 2226 Riverside Dr, Asheville, NC 28804 (828)254.7176 QUALITY CONTROL DATA QC Batch: WET/27586 Analysis Method: EPA9040 QC Batch Method: EPA 9040 Analysis Description: 9040 pH Associated Lab Samples: 92175581001 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875.9092 SAMPLE DUPLICATE: 1065284 02174767001 Du Parameter Units Result Result RPD Qualifiers PH Std. Units 6.7 5.5 1 H1,H6 SAMPLE DUPLICATE: 1066285 92175178001 Dup Parameter Units Result Result RPD Qualifiers PH Std. Units 7.6 7.6 1 H1 Dale: 10/23/2013 02:42 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 8 of 12 aceAnaVical www.paceleOe.corrr I Pace Analytical Services, Inc. 205 East Meadow Road - Suite Eden, NC 27268 Project: Hanis Rebar-Creedmoor Pace Project No.: 92175581 DEFINITIONS (336)623-8921 QUALIFIERS Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254.7176 PaCe Analytical Services, Inc. 0800 Kincey Ave. Suite 100 Huntersvitte, NC 28078 (704)875.9092 DF - Dilution Factor, If reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of the sample aliquot, or moisture content. ND - Not Detected at or above adjusted reporting limit. J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL -Adjusted Method Detection Limit, PRL - Pace Reporting Limit. RL - Reporting Limit. S - Surrogate 1,2-Diphenylhydrazine (8270listed anslyte) decomposes toAzcbenzene. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(0) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Slltca Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamino decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyse is a combined concentration. Acid preservation may not be appropriate for 2-Chlome1hylvinyl ether, Styrene, and Vinyl chloride. Pace Analytical Is TNI accredited. Contact your Pace PM for the current list of accredited snalytes. TNI - The NELAC Institute. LABORATORIES PASI-A Pace Analytical Services -Asheville PASI-C Pace Analytical Servioe5 - Charlotte ANALYTE QUALIFIERS H1 Analysis conducted outside the EPA method holding time. H6 Analysis Initiated outside of the 15 minute EPA recommended holding time, REPORT OF LABORATORY ANALYSIS This report shaft not be reproduced, excepi in full. Date: 10/23/2013 02:42 PM without the written consent of Pace Analytical Services, Inc.. Page 9 of 12 � ,; aceAnalyiical wirw.pscelat�s,crom Paco Analytical Services, Inc, 206 East Meadow Road - Suite A Eden, NC 2728E (33B)623•8921 Paco Analytical Services, Inc. 2225 Riverslao Dr. Asheville, NC 2BB04 (B28)254.7176 QUALITY CONTROL DATA CROSS REFERENCE TABLE PaceAnafyUcal Services, Inc. 9800 Kincey Ave. Suito 10o Huniersvilla, NC 2B078 (704)875.9092 Project: Harris Rebar-Creedmoor Pace Project No.; 92175581 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 92175581001 Sample EPA1864EI GCSVA5742 92175581001 Sample SM 3030C MPRP114414 EPA 200.7 $CP113105 92176681001 Sample SM 2540D WET/27644 92175681001 Sample EPA9040 WETl275116 Date: 10/23/2013 02:42 PM REPORT OF LABORATORY ANALYSIS This report shelf not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 10 of 12 Document Name; Document Revised: June 12, 2d13 7ceAr>alyticalSample Condition U3 on Receipt SCUR) Page 1 of 2 r Document Number:: ' issuing Authority: P-CHR-CS-03-rev.11 Pace Huntersville Quality Office Client Name:_ ... �AIl1AII Where Received: - - E ] Huntersville ❑ Asheville ❑ Eden ❑ Raleigh Courier; 0 Fed Ex ❑ UPS[] USPS❑ Client[] Commercial[] Pace Other Custody Seal on Cooler/Box Present: ❑ yes fn'� no Seals intact: ❑ yes ❑ no Packin Material: Rubble Wra g ❑ �� �� p ❑ �,iuhltle s � None ❑ Olhar Thermometer Used; IR Gun T1102 T1M0o Type of Ice: 9..Blue None []4amples on Ice, cooling process has begun Temp Correction Factor T1102: Ido Correction T1301:.No.Correction .� ar --_...aiogical�irsuss fxoen;-arcs ++ Date and ipi lals of per amining ' contents: Temp should be above froosing to VC Comments: Chain of Custody Present: Yes ONO ON/A 1. Chain of Custody Filled Out: JOYes ONO ❑NSA 2, >' 3 Chain of Custody Relinquished: Dyes ONO ❑NIA 3. �/ Sampler Name & Signature on COC: IdYcs ON.- ©NlA, 4. Samples Arrived within Hold Time: Mi .' ON. ❑NIA 5. Short Hold Time Anal Is <72hr : ❑Yes ,ON* ©NIA, 6. f Rush Turn Around Time Requested-, Oyes ©i o ONIA 7, Sufficlent Volume: qWs' ONO ❑NIA 8. Correct Containers Used: LL ONO ❑NIA g. -Pace Containers Used: Bile; [IN, ❑NIA Containers Intact: L'JYes ON. ❑NIA 10. Filtered volume received for Dissolved tests ❑Yea ONO 121161A 11. Sample Labels match CDC: ❑Yef,_No ❑NK 1f�') -Includes datellime/ID/Analysis Matrix: VA ( i)4 A AtI containers needing preservation have been checked, ' + ©Yes No ❑NIA 13. ` All containers needing preservation are found to be In ❑ e ❑No C1NIA compliance wllh EPA recommendation. s� / exceptions: VOA, oollform, TOC, O&G, WI-DRO (vmtar) 920 ❑No ` Samples checked fordechiodnation: ❑Yes ❑No ❑t(/A 14, Road ace In VOA Vials >8mm : DYos 0No PWA 15. Trip Blank Present: ❑Yes []No 12N1n 16. Trip Blank Custody Seats Present OYvs ONO 13aaaJA Pace Trie Blank Lot # if urchased : Client Notification/ Resolution: Field Data Required? Y 1 N Person Contacted: DatelTima: Comments! Resolution: 1,00r i. "3 Lf 04- 6 , I , ,:2 00, " ,I pk - - --•— - - SCURFttevfew; Date: SRF Review: ^✓© Date: I i• Note: Whenever there is a discrepancy affecting North Carolina compllartce samples, a copy of this form will be sent to the North Carolina DEHNR 11kkIII llI'uulppyy 1{{11I1I 4411IIyy i11I{ jI{1I �I{II7j�I1 Y ' ' ' Certlflcatlon Dfflco (i.e out of hold, Incorrect preservative, out of tamp, incorrectcontalners) pe?e A -PaceAnalytical' Vmu.pzmbks = CHAIN -OF -CUSTODY /Analytical Request Document The Choiwt-Custody is a LEGAL DOCUMENT- A7 relevvii f*Ids must b-- mrnoeied atturtiMy Section A Section B Section C of Rtquired clent Irrwwson: RwrAred Fr*cg KonnaIian-. hT40" tnforrwM: 1665332 CompanT.Repx -^dc- Suess L C*p,,To- Cw.-rmiy Na to: RffG L -&A CJ* WE UST S -GROUND WATER r IDPINKING WATER EmailTo. Fkff---mw OrCw No.'T Re RCRA MHER Na M. a SpZAen*2 wPav Raquested Due Dwls Pro Hwmb�-. JTATi -am ploris STA Requested Analysis IF Ite d (YM)'.: section 0 Mabix Codes WATR9 I COLLECTED wMit= W;A,--r My w.l. WWI., vew GOLO�. E QOA-166r.la FArjnr4a snalwz� SL SAMPLE ID (x (A-2. C69 I.-, A:w AR Ds MUST BE Same I UNIQUE rc!we w 0- w z "7 8 0 C �ikj UATE TWE OA7i s T&E :D =17- Z 2 0 -Flice Project NoJ Lab I.D. 2 Br 1 .7 A M Aj 'kEligo =RED 13Y 41ME ACF Tij4E SAMPLE CONDITIONS r Sd4ihP6ER NAME AND SIGNATURE H - . -1 Z- PLM PRINT Name of SAM OATE S19-6 sICNATliRE of SAM p)�!� �g 10110 1-3 0 Z) r 3 it (MMOOMr. mom! Sy -;26v -* fa-. qr,, am Px 'z NbY M C- W—nTie W Me. �wpft of 1.5% -r rwAf-v -Y r--u, Ufwj Harris Steel Creedmoor, NC Stormwater Sampling Resuds Location Sample Date Sample ID Outfall 10/10/2013 OUTFALL_OOL10102013 Analytical Method CAS Analybq NC Stormwater Benchmark NC Stormwater Benchmark Minimum Result Qualifer Units E1664A O&G O€I & grease 30 -- 5 U mgjL E200.7 7439-92-1 Lead 0.030 -- 0.005_ U m21IL E200.7 7440-50-8 Cop22r 0.007 -- :0692_, .� m /L E200.7 7440-66-6 Zinc 0.067 -- 0=01 U m L SM2540D TSS Total suspended solids 100 -- 20.B m L SW9040C pH PH 9.0 6.0 7.2 pli units -- = No Critera Established ND = None Detected Bold = Analytical results exceeds the established benchmark U = below the laboratory detection limit HS_Creedmoor 2Semiannual_2013 Acton Level Exceedance Cresstab �arr�.S 2-4 i G 2.5 It- Pe-r " 0 A. 2. � Cry SG 1 S S r o ✓� 3800 Barrett Dr, Raleigh, NC 27609 to 2066 E Lyon Station Rd, Creedmoor, NC 27522 - ... Page 1 of 1 Directions to 2066 E Lyon Station Rd, Goo'gle Creedmoor, NC 27522 24.1 mi — about 33 mins j 3800 Barrett Dr, Raleigh, NC 27609 1. Head west .on Barrett Dr toward Haworth Dr go 0.1 mi total 0.1 mi 2. Turn right onto RSi,x FOW6 Rd ; �' go 6.2 mi About 11 mins ' total 6.3 mi 3. Turn left toward 1-540 W - go 49 ft total 6.3 mi 4. Turn right to merge onto 1-640 W. go 1.5 mi About 1 min , , total 7.8 mi 5. Take exit 9 for N Carolina 50 toward RaleighlCreedmoor go 0.3 mi total 8.1 mi 6.: Turn right onto NC-50 NlCreedmoor Rd x ; ` e -. go 10.9 mi About 13 mins ` total 19.0 mi 7. Turn left onto Old Weaver Trail go 1.3 mi About 2 mins total 20.3 mi 8. Turn right onto Cash Rd go 2.2 mi till. About 3 mins ` .1. I • total 22.5 mi ' _ - --. _ .- - _..--. .. _ _. --. � .. .. -_ -- - - - 9. Continue onto Gate 2 Rd .. .. _ � -�._. . _� - go 0.8 mi About 1 min total 23.3 mi q 10. Turn right onto E Lyon Station Rd go 0.8 mi Destination will be on tie right„ total 24.1 mi About 1 min 2066 E Lyon Station Rd, Creedmoor, NC 27522 These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route. Map data 02014 Google Directions weren't right? Please find your route on ma s. oo le.com and click "Report aproblem" at the bottom left. t https://maps.google.com/maps?mod&source=s d&saddr--3800+Barrett+Drive,+Raleigh,+N... 5/20/2014 ° IV ��y7 -- s. � � � � �; a �, w, ,ZYc •' � e = j . '. tF ^_ �r rr Jr ' � � ..�• .... «x d ems+' .� � .� � ` fir Y i m AM., r, f LA Q ::T i ,S A V V