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HomeMy WebLinkAbout20013_Kinston_SSQAPP_EPA_Parcel_N_PCE_20170227 SITE-SPECIFIC QUALITY ASSURANCE PROJECT PLAN LIMITED SITE ASSESSMENT ADDENDUM B-2 Revision 01 FOR FORMER KINSTON SHIRT FACTORY, EAST CASWELL AND EAST KING STREETS KINSTON, LENOIR COUNTY, NORTH CAROLINA EPA BROWNFIELDS COOPERATIVE AGREEMENT BF-00D26314 Prepared for: City of Kinston 207 E. King Street Kinston, North Carolina 28502 Prepared by: Mid-Atlantic Associates, Inc. 409 Rogers View Court Raleigh, North Carolina 919-250-9918 www.MAAonline.com February 27, 2017 The described work will be performed in accordance with the processes described in the Generic QAPP and the Work Plan approved by the North Carolina Brownfields Program. Site-Specific QAPP Limited Site Assessment February 27, 2017 Page 2 of15 East Caswell and East King Streets, Kinston, North Carolina Addendum B-2 Brownfields Grant Number BF-00026314 A-1 . Title and Approval Page A-1. Title and Approval Page, Addendum B-2 Site Specific Quality Assurance Project Plan Brownfields Cooperative Agreement Number: BF-00026314 Prepared by Mid-Atlantic Associates, Inc. 409 Rogers View Court Raleigh, North Carolina 27610 919-260-9918 February 27, 2017 Approval: U.S. EPA Project Mana~ ~ . Signature Derek Street ---3/4-1'~ :led Name/Date U.S.EPAD ·~ Signature Derek Street > Ve;/! r Printed Name/Date Signature Adam Short tf: / 17 Printed ame/Date NCDEQ Projea Manager,~/~< nature Lebeed Kady Printed Name/Date MAA Project Manager: ~G--"--~-.J.----- I Signature Darin M. McClure Daniel H. Nielsen PE Printed Nam Mid Atlantic En&inccring & Environmcnu l Solacions Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 3 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 A-2. Table of Contents A-1. Title and Approval Page .......................................................................................... 2 A-2. Table of Contents .................................................................................................... 3 A-3. Distribution List ........................................................................................................ 4 A-4. Project – Task Organization .................................................................................... 5 A-5. Problem Definition/Background ............................................................................... 5 A-6. Project/Task Description/Timeline ........................................................................... 7 A-7. Special Training Requirements and Special Certifications ...................................... 7 A-8. Documentation and Records ................................................................................... 7 B-1. Sampling Process Design and Site Figures ............................................................. 7 B-2. Sampling & Analytical Method Requirements .......................................................... 8 B-3. Sample Handling and Custody Requirements ......................................................... 8 B-4. Analytical Methods and Requirements .................................................................... 8 B-5. Field Quality Control Requirements ......................................................................... 8 B-6. Laboratory Quality Control Requirements ................................................................ 8 B-7. Field Equipment & Corrective Action ....................................................................... 8 B-8. Laboratory Equipment & Corrective Action .............................................................. 8 B-9. Analytical Sensitivity & Project Criteria .................................................................... 8 B-10. Data Management and Documentation ................................................................. 8 C-1. Assessments and Response Actions ...................................................................... 8 C-2. Project Reports ........................................................................................................ 9 D-1. Field Data Evaluation .............................................................................................. 9 D-2. Laboratory Data Evaluation ..................................................................................... 9 D-3. Data Usability and Project Evaluation ...................................................................... 9 REFERENCES Drawings Drawing 1 – Topographic Map Drawing 2 – Site Map Tables Table 1 – Project Timeline Table 2 – Groundwater Sampling Plan Mid Atlantic Engineering & Environmental Solutions Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 4 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 A-3. Distribution List The following personnel will receive and follow applicable sections of the QAPP and subsequent revisions: Agency Number of Copies Derek Street, Brownfields Project Manager United States Environmental Protection Agency (EPA) Region 4, Atlanta Federal Building Waste Management Division 61 Forsyth Street SW Atlanta, GA 30303 Phone: (404) 562-8574 Email: street.derek@epa.gov 1 Derek Street, EPA Designated Approving Official (DAO) United States Environmental Protection Agency (EPA) Region 4, Atlanta Federal Building Waste Management Division 61 Forsyth Street SW Atlanta, GA 30303 Phone: (404) 562-8574 Email: street.derek@epa.gov 1 Lebeed Kady, Project Manager Brownfields Program North Carolina Department of Environmental Quality Division of Waste Management 1646 Mail Service Center Raleigh, NC 27699-1646 Phone: (919) 707-8378 Email: lebeed.kady@ncdenr.gov 1 Adam Short, Project Manager City of Kinston Post Office Box 339 Kinston, North Carolina 28502 Phone: (252) 939-707-8330 Email: adam.short@ci.kniston.nc.us 1 Daniel H. Nielsen, QA/QC Manager Mid-Atlantic Associates, Inc. 409 Rogers View Court Raleigh, NC 27610 Phone: (919) 250-9918 Email: dnielsen@maaonline.com 1 Darin McClure, Project Manager Mid-Atlantic Associates, Inc. 409 Rogers View Court Raleigh, NC 27610 Phone: (919) 250-9918 Email: dmcclure@maaonline.com 1 Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 5 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 A-4. Project – Task Organization Mid-Atlantic Associates, Inc. will provide assessment services for the Former Kinston Shirt Factory. Project organization for this project is essentially as described in the Generic QAPP. No modifications to the Generic QAPP are anticipated. A-5. Problem Definition/Background The subject site consists of 14 parcels owned by the City of Kinston and one in the process of being purchased located approximately at the intersection of East Caswell Street and Dr. Martin Luther King Junior, Boulevard in Kinston, Lenoir County, North Carolina (Drawing 2). Combined the 15 parcels comprise approximately 7.6 acres. The City entered 14 of the parcels (parcels A-N) into the North Carolina Department of Environmental Quality (NCDEQ), Division of Environmental Management (DWM), Brownfields Program (NCBP) and received a Letter of Eligibility dated March 1, 2016. Based on the data collected previously at the site on parcel B only, contaminants of concern (CoCs) are present. The CoCs in soil were present at low concentrations; however, the concentrations are above established residential health-based action levels and could constitute an exposure risk to construction workers and others if disturbed. The tetrachloroethylene (PCE) concentration detected in groundwater was greater than the North Carolina Groundwater Quality Standard (NCGQS) but below the residential groundwater vapor intrusion screening level. During several meetings, the NCBP requested that additional data be collected on parcels A, C, G, J, L/M and N to complete the brownfields process. This additional data was primarily to address potential vapor intrusion conditions from off site sources. The scope of work for the assessment covered by this Site Specific QAPP includes only parcel N as this is the only parcel eligible for use of EPA assessment grant funds. The City of Kinston is interested in marketing the site for redevelopment as a neighborhood mixed use retail/commercial development. The objective of the assessment work described in this Site Specific QAPP is to collect groundwater data that will allow the NCBP to continue with the brownfields process. Additionally, this SSQAPP scope of work will evaluate if contaminant concentrations from release(s) present on the subject site pose an impediment for future land use plans. Project-specific Data Quality Objectives for the assessment at the Former Kinston Shirt Factory parcel N are: Mid Atlantic Engineering & Environmental Solutions Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 6 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 Data Quality Objective Project Specific Action State Problem Potential environmental contamination may exist at the subject site parcel due to historical uses of the site as a bus station which may have included bus maintenance. Additionally, the subject site may be impacted by historical uses of an adjacent site that was used as a dry cleaner. The site has been accepted into the NC Brownfields Program and they have requested assessment activities at the site to determine the potential for vapor intrusion to be an impediment to future site redevelopment. Identify the Decision The principal objective of this investigation is to provide analytical data to document if vapor intrusion could hinder potential future redevelopment activities. The data and data interpretation will answer the question: “Based on quantitative sample data of relevant environmental media, will further assessment, remedial action, and/or engineering/institution controls be required in order to characterize site conditions sufficiently and to make appropriate decisions with respect to cleanup and planned redevelopment activities?” Identify Inputs to the Decision A groundwater sample will be collected to provide analytical data, as detailed in Section B-1 and Table 1.  A groundwater sample will be collected and analyzed for VOCS according to SW-846 Method 8260. Each concentration detected will be compared to the appropriate North Carolina Groundwater Quality Standard (NCGQS).  In the event VOCs are detected in the groundwater sample, potential vapor intrusion concerns will be evaluated using IHSB guidance. Define Boundaries of the Study All assessment activities will be conducted on the subject site. The schedule objective is to have the site ready for future use within 1 year. Financial budget for the Phase II assessment work is estimated at $5,200. The budget was established by estimating the cost for installation of a groundwater monitoring well for sampling and testing. Develop a Decision Rule The significance and nature of impacts to areas of concern will be determined by direct evaluation of the analytical data generated. If analytes are not detected in the groundwater sample in excess of the NCGQS, then historical uses of the site and adjoining properties should not impact future use of the property. If analytes are not detected above the applicable IHSB Vapor Intrusion Screening Levels, then a vapor intrusion condition does not exist and should not impose additional development requirements (i.e. vapor mitigation measures) on the redevelopment. If analytes are found above our target criteria in groundwater, then the degree to which these impacts affect future use of the site must be evaluated in conjunction with the EPA and NCDEQ. Optimize Design The work plan is cost-effective and meets the needs of both the stakeholders and the regulatory authority. The scope of work is sufficient to determine potential levels of contamination present in groundwater. The sampling is designed to assess areas of environmental impairment based on available information. Each planned data point has justifiable reason for collection and was developed in compliance with applicable guidelines. Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 7 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 A-6. Project/Task Description/Timeline Following is a general outline of the tasks to be performed and the principle use of the data obtained from the tasks.  Review contractor cost proposals and select favored contractors;  Install one temporary monitoring well and collect a groundwater sample; and  Prepare a final report that will document field activities and provide analysis of the data collected. The specific work associated with each of these tasks is described in detail in Section B.1 of this document. Specific off-site laboratory analyses will be in accordance with Section B.1 of this document. A projected timeline for these key tasks, including QAPP review and approval, field activities and sampling, laboratory analytical results turnaround, and reporting efforts, can be found in Table 1. A-7. Special Training Requirements and Special Certifications This information can be found in the generic QAPP. A-8. Documentation and Records This information can be found in the generic QAPP. B-1. Sampling Process Design and Site Figures Groundwater and Vapor Intrusion Assessment One temporary groundwater monitoring well will be installed and sampled on the parcel. The well will be installed to address potential on-site sources of contamination as well as potential contamination associated with an adjoining property and its historical use. The sample will be analyzed for VOCs. Groundwater test result data will be compared to NCGQS and if VOCs are detected, then also compared to IHSB Residential and Commercial/Industrial Vapor Intrusion screening levels to determine if vapor intrusion conditions are present at the site that could hinder potential future redevelopment. Vapor intrusion guidelines developed by the IHSB of the DWM, NCDEQ will be used to develop vapor intrusion assessment requirements. Mid Atlantic Engineering & Environmental Solutions Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 8 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 B-2. Sampling & Analytical Method Requirements A detailed Analytical Methods Summary table reflecting the Sampling Process Design in B-1 can be found in Table 2. Due to the limited nature of these assessment activities, it is not anticipated that the field staff will need to utilize any on-site support facilities. B-3. Sample Handling and Custody Requirements This information can be found in the generic QAPP. B-4. Analytical Methods and Requirements This information can be found in the generic QAPP. B-5. Field Quality Control Requirements This information can be found in the generic QAPP. B-6. Laboratory Quality Control Requirements This information can be found in the generic QAPP. B-7. Field Equipment & Corrective Action This information can be found in the generic QAPP. B-8. Laboratory Equipment & Corrective Action This information can be found in the generic QAPP. B-9. Analytical Sensitivity & Project Criteria This information can be found in the generic QAPP. B-10. Data Management and Documentation Not Applicable. C-1. Assessments and Response Actions This information can be found in the generic QAPP. Mid Atlantic Engineering & Environmental Solutions Site-Specific QAPP Limited Site Assessment February 27, 2017 East Caswell and East King Streets, Kinston, North Carolina Page 9 of 15 Addendum B-2 Brownfields Grant Number BF-00D26314 C-2. Project Reports This information can be found in the generic QAPP. D-1. Field Data Evaluation This information can be found in the generic QAPP. D-2. Laboratory Data Evaluation This information can be found in the generic QAPP. D-3. Data Usability and Project Evaluation This information can be found in the generic QAPP. References EPA, 2010, EPA Region 4 Interim Instructions for QAPP for Brownfields Site Assessments and/or Cleanups Instructions, July 13, 2010 DWM, 2014, Vapor Intrusion Guidance, North Carolina Department of Environment and Natural Resources, Division of Waste Management, April 2014 EMC 2013, 15A NCAC 02L .0202 Groundwater Quality Standards, North Carolina General Assembly, April 1, 2013 Mid Atlantic Engineering & Environmental Solutions DRAWINGS Mid Atlantic Engineering & Environmental Solutions ´ TOPOGRAPHIC SITE MAP FORMER KINSTON SHIRT FACTORY 501 EAST CASWELL STREET KINSTON, NORTH CAROLINA DRAWN BY: DATE: ENG. CHECK: JOB NO: APPROVAL: DRAFT CHECK: GIS NO: DWG NO: REFERENCES:SCALE: LENOIR JONES PITT DUPLIN CRAVEN WAYNE GREENE AREA SHOWN WITHIN LENOIR COUNTY AUGUST 2016 000R2611.00 T4035 01G-R2611.00 T4033-4 1.1 1. KINSTON, NC DIGITAL RASTER GRAPHIC, USGS. SCANNED FROM 1:24,000-SCALE KINSTON, NC TOPOGRAPHIC MAP, PUBLISHED 1998, USGS. 2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C. CONTOUR INTERVAL = 10 FEET 0 1,000 2,000 Feet 1:12,000 SITE EBA 1 SI T E M A P FO R M E R K I N S T O N S H I R T F A C T O R Y LA N D A S S E M B L A G E EA S T C A S W E L L A N D E A S T K I N G S T R E E T S KI N S T O N , N O R T H C A R O L I N A DR A W N BY : DA T E : EN G . CH E C K : JO B N O : AP P R O V A L : DR A F T CH E C K : GI S N O : DW G N O : 1 5 . 2 JA N U A R Y 2 0 1 6 00 0 R 2 6 1 1 . 0 0 T 4 0 3 6 04 G - R 2 6 1 1 . 0 0 T 4 0 3 6 OO T E N 0 1 0 0 2 0 0 3 0 0 Fe e t RE F E R E N C E S : 1. G I S D A T A F R O M L E N O I R C O U N T Y G I S . 2. M I D - A T L A N T I C F I E L D N O T E S . 3. U S T L O C A T I O N D A T A F R O M UT T S / E N V I R O N M E N T A L R E P O R T ´ EA S T C A S W E L L S T R E E T EA S T K I N G S T R E E T DR. MARTIN LUTHER KING JR BOULEVARD SOUTH T I F F A N Y A V E 1: 1 , 2 0 0 NC R R C O R R I D O R L I N E AB C D E F G H I J K L M Le g e n d SU B J E C T S I T E PR O P E R T Y L I N E S N Pr o p o s e d m o n i t o r i n g w e l l l o c a t i o n MA - W - 6 2 TABLES Mid Atlantic Engineering & Environmental Solutions PR E P A R E F I N A L P R O J E C T R E P O R T RE V I E W R E S U L T S O F A S S E S S M E N T LA B O R A T O R Y A N A L Y S I S O F G R O U N D W A T E R S A M P L E CO N D U C T G R O U N D W A T E R A S S E S S M E N T EP A / N C D E Q S I T E S P E C I F I C Q A P P R E - R E V I E W RE V I S E S I T E S P E C I F I C Q A P P P E R E P A / N C D E Q C O M M E N T S AN D R E - S U B M I T F O R R E V I E W EP A / N C D E Q S I T E S P E C I F I C Q A P P R E V I E W 12 3 4 5 6 7 8 9 1 0 1 1 1 2 Fe b r u a r y 2 7 , 2 0 1 7 NO . W E E K S A F T E R S U B M I T T A L * A l l t i m e l i n e p r o j e c t i o n s a r e e s t i m a t e s a n d a r e d e p e n d e n t , a t l e a s t i n p a r t , o n s i t e c o n d i t i o n s , r e g u l a t o r y st a t u s / i n p u t , a n d e x t e n t a n d d e g r e e o f d i s c o v e r e d c o n t a m i n a t i o n , i f a n y . TA B L E 1 Pr o j e c t T i m e l i n e * Fo r m e r K i n s t o n S h i r t F a c t o r y Ea s t C a s w e l l a n d E a s t K i n g S t r e e t Ki n s t o n , N o r t h C a r o l i n a PH A S E De s c r i p t i o n We l l N a m e W e l l T y p e We l l De p t h * Screen Interval*VOCs 1 Op e r a t i o n o f a n o n - s i t e b u s s t a t i o n , p o t e n t i a l b u s ma i n t e n a n c e a n d e v a l u a t i o n o f o f f s i t e d r y c l e a n e r MA - W - 6 T M W 1 5 f e e t 5-15 feet X 1 Tr i p B l a n k X 1 Ri n s e B l a n k X 1 Du p l i c a t e S a m p l e X To t a l s 1 W e l l 4 *F e e t b e l o w l a n d s u r f a c e No t e : W e l l d e p t h a n d s c r e e n i n t e r v a l s a r e e s t i m a t e d . W e l l w i l l b e c o n s t r u c t e d s u c h t h a t t h e w e l l s c r e e n b r a c k e t s t h e w a t e r t a b l e . VO C s : V o l a t i l e O r g a n t i c C o m p o u n d b y E P A M e t h o d 8 2 6 0 TM W : T e m p o r a r y M o n i t o r i n g W e l l TA B L E 2 Fo r m e r K i n s t o n S h i r t F a c t o r y Ea s t C a s w e l l a n d E a s t K i n g S t r e e t Ki n s t o n , N o r t h C a r o l i n a Gr o u n d w a t e r S a m p l i n g P l a n Fe b r u a r y 2 7 , 2 0 1 7