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HomeMy WebLinkAbout21020_Maxton Feed_EMP_201704131 EMP Form ver.1, October 23, 2014 NORTH CAROLINA BROWNFIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the North Carolina Brownfields Program at the direction of a project manager for the program. Prospective Developers and/or their consultants must complete and submit this form and all pertinent attachments to their project manager prior to any site earthmoving or other development related activities. For the resultant EMP to be valid for use, it must be completed, reviewed by the program, and signed by all signers at the bottom. Consult your project manager if you have questions. GENERAL INFORMATION Date: 4/13/2017 Brownfields Assigned Project Name: Maxton Feed Mill Brownfields Project Number: BF # Brownfields Property Address: Airport Road, Scotland County; 214 West Rockingham Road, Maxton, Robeson County, NC Brownfields Property Area (acres): 351.36 Is Brownfields Property Subject to RCRA Permit? ☐ Yes ☒ No If yes enter Permit No.: Click here to enter text. Is Brownfields Property Subject to a Solid Waste Permit? ☐ Yes ☒ No If yes, enter Permit No.: Click here to enter text. COMMUNICATIONS Prospective Developer (PD): Mountaire Farms Inc. Phone Numbers: Office: (302) 934-1100…..Mobile: Click here to enter text. Email: Click here to enter text. Primary PD Contact: John Wren Phone Numbers: Office: (302) 934-3092 Mobile: 410-251-2841 Email: Environmental Consultant: Josh Hanks (Duncklee & Dunham) Phone Numbers: Office: (919) 858-9898…..Mobile: (910) 358-3706 Email: josh@dunckleedunham.com Brownfields Program Project Manager: Office: Raleigh, NC 2 EMP Form ver.1, October 23, 2014 Email: @ncdenr.gov; Phone Number: Office: Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, Hazardous Waste, Solid Waste): None NOTIFICATIONS TO THE BROWNFIELDS PROGRAM Advance Notification Times to Brownfields Project Manager: Check each box to accept minimum notice periods (in calendar days) for each type of onsite task: On-site assessment or remedial activities: Within 10 days ☒ Construction or grading start: Within 10 days ☒ Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously unknown contamination: Within 48 hours ☒ Implementation of emergency actions (e.g. dewatering, flood, or soil erosion control measures in area of contamination, venting of explosive environments): Within 48 hours ☒ Installation of mitigation systems: Within 10 days ☒ Other notifications as required by local, state or federal agencies to implement redevelopment activities: (as applicable): Within 30 days ☒ REDEVELOPMENT PLANS 1) Type of Redevelopment (check all that apply): ☐ Residential ☐ Recreational ☐ Institutional ☐ Commercial ☒ Office ☐Retail ☒ Industrial ☐ Other specify: Click here to enter text. 2) Summary of Redevelopment Plans (attach conceptual or detailed plans as available): a) Do plans include demolition of structure(s)?: ☐ Yes ☒ No ☐ Unknown b) Do plans include removal of building foundation slab(s) or pavement: ☐ Yes ☒ No ☐ Unknown c) Provide brief summary of redevelopment plans, including demolition, removal of building slabs/pavement and other structures: The property does not currently have any structures to remove. Redevelopment will include the construction of approximately 109,140 square feet of structures including a new concrete feed mill, feed-mill silo, ancillary building, and a scale house. Construction of a rail unloading system with associated feed processing and feed delivery vehicles are also included in the redevelopment plan. 3) Which category of risk-based screening level is used or is anticipated to be specified in the Brownfields Agreement? ☐ Residential ☒ Non-residential or Industrial/Commercial 3 EMP Form ver.1, October 23, 2014 Note: If children frequent the property, residential screening levels shall be cited in the Brownfields Agreement for comparison purposes. 4) Schedule for Redevelopment (attach construction schedule): a) Phase I start date and anticipated duration (specify activities during each phase): TBD The property does not currently have any structures to remove. Redevelopment will include the construction of approximately 109,140 square feet of structures including a new concrete feed mill, feed-mill silo, ancillary building, and a scale house. Construction of a rail unloading system with associated feed processing and feed delivery vehicles are also included in the redevelopment plan. b) If applicable, Phase 2 start date and anticipated duration (specify activities during each phase): TBD c) Additional phases planned? If yes, specify activities if known: ☐ Yes ☐ No ☒ Not in the foreseeable future ☐ Decision pending d) Provide the planned date of occupancy for new buildings: TBD CONTAMINATED MEDIA Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with sample locations): Part 1. Soil: ☒ Yes ☐ No ☐ Suspected Part 2. Groundwater: ☒ Yes ☐ No ☐ Suspected Part 3. Surface Water: ☐ Yes ☒ No ☐ Suspected Part 4. Sediment: ☐ Yes ☒ No ☐ Suspected Part 5. Soil Vapor: ☐ Yes ☒ No ☐ Suspected Part 6. Sub-Slab Soil Vapor: ☐ Yes ☒ No ☐ Suspected Part 7. Indoor Air: ☐ Yes ☒ No ☐ Suspected PART 1. SOIL – Please fill out the information below, using detailed site plans, if available, or estimate using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure overlaying new construction onto figure showing contaminated soil and groundwater locations. 1) Known or suspected contaminants in soil (list specific compounds): 1) The presence of unexploded ordnance was suspected on the airport-owned parcel that once was used as a bazooka range for the Laurinburg-Maxton Army Air Base. Zapata Engineering conducted two reconnasissance surveys with geophysical methods and did not identify UXO, but potential UXO may remain at the site. The base also maintained an ammunition magazine and practice grenade court. 2) Sludge was excavated from the base of a process-water pond formerly used by an adjacent industrial faciltiy, and confirmation samples collected after excavation exhibited oil and grease at 4 EMP Form ver.1, October 23, 2014 concentrations up to 32 mg/kg, which did not exceed the cleanup level of 1,650 mg/kg. 3) Soil samples collected as part of a field investigation at an unpermitted landfill exhibited chromium at concentrations that exceeded the Industrial Preliminary Soil Remediation Goal (PSRG) for hexavalent chromium, and exhibited lead at concentrations that did not exceed the Industrial PSRG. Soil sample locations are shown in Appendix A; tabulated laboratory test results are provided in Appendix A. 2) Depth of known or suspected contaminants (feet): 0-7’ 3) Area of soil disturbed by redevelopment (square feet): TBD 4) Depths of soil to be excavated (feet): TBD 5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): TBD, preliminary grading plan is provided in Appendix B 6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: TBD 7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: TBD IMPORTED FILL SOIL 1) Will fill soil be imported to the site? ☐ Yes ☐ No ☒ Unknown 2) If yes, what is the estimated volume of fill soil to be imported? TBD, will be provided when available. 3) If yes, what is the depth of fill soil to be used at the property? TBD, will be provided when available. If a range of depths, please list the range. 4) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide plan to analyze fill soil to demonstrate that it meets acceptable standards and can be considered clean for use at the Brownfields property (Check all that apply): ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, selenium and silver) ☐ Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, thallium, and zinc) ☒ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and zinc) ☐ Other Constituents & Analytical Method: Click here to enter text. ☐ Known borrow material (DESCRIBE SOURCE AND ATTACH SAMPLING PROFILE): See Appendix B for information regarding valuation of soil from off-site sources. MANAGING ONSITE SOIL 1) If soil in known or suspected areas of contamination is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields Property,or otherwise disturbed during site grading or other redevelopment activities, please provide a grading plan that clearly illustrates 5 EMP Form ver.1, October 23, 2014 areas of cut and fill (approximate areas & volumes are acceptable, if only preliminary data available). 2) HAZARDOUS WASTE DETERMINATION – Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous Waste Section under 40 CFR Part 261.31-261.35? ☐ Yes ☒ No If yes, explain why below, including the level of knowledge regarding processes generating the waste( include pertinent analytical results as needed). Click here to enter text. If yes, do the soils exceed the “Contained-Out” levels in Attachment 1 of the North Carolina Contained-In Policy? ☐ Yes ☐ No NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS THE CONTAINED-OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA CONTAINED-IN POLICY THE SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 3) HAZARDOUS WASTE DETERMINATION – Does the soil contain a CHARACTERISTIC WASTE?: ☐ Yes ☒ No If yes, mark reason(s) why below (and include pertinent analytical results). ☐ Ignitability ☐ Corrosivity ☐ Reactivity ☐ Toxicity ☐ TCLP results ☐ Rule of 20 results (20 times total analytical results for an individual hazardous constituent on TCLP list cannot, by test method, exceed regulatory TCLP standard) If no, explain rationale: Click here to enter text. NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 4) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in place with low permeability barrier, removed to onsite location and capped, removed offsite): ☐ Preliminary Health-Based Residential SRGs Click here to enter a date. ☒ Preliminary Health-Based Industrial/Commercial SRGs Click here to enter a date. ☐ Site-specific risk-based cleanup level, or acceptable concentrations determined via calculated cumulative risk. Enter details of methods used for determination/explanation: Click here to enter text. 6 EMP Form ver.1, October 23, 2014 5) Check the following action(s) to be taken during excavation and management of said soils: ☒ Manage fugitive dust from site: ☒ Yes ☐ No If yes, describe method; If no, explain rationale: Minimize the number of times the contaminated or stockpiled soil is handled; all material handling will be conducted in the controlled exclusion zone outside the excavation area. Fugitive dust emissions will be controlled as needed to include water sprinkling, using water obtained from clean sources. If fugitive dust becomes a problem for the workers or looks like it may leave the site, contractors will use a water truck to spray the excavation areas as needed to keep the dust under control without making it muddy and inaccessible. ☐ Field Screening: ☐ Yes ☒ No If yes, describe method; If no, explain rationale: No known areas of petroleum or chlorinated solvent soil contamination. No field screening of soil will be required unless a newly discovered contaminant source is identified during redevelopment. Refer to Appendix C, “Contingency Plan to Address Newy Discovered contaminant Sources” for additional details. Personnel performing earth- moving activities in areas where unexploded ordnance (UXO) were suspected will need to refer to Appendix D, “Contingency Plan to Address Unexploded Ordnance”. ☒ Soil Sample Collection: ☒ Yes ☐ No If yes, describe method (e.g., in-situ grab, composite, stockpile, etc.); If no, explain rationale: Refer to Appendix E, “Evaluation of Soil from Off-site Sources” and Appendix C, “Contingency Plan to Address newly Discovered Contaminant Sources”. ☒ Stockpile impacted soil in accordance with NCDENR IHSB protocol in the current version of the “Guidelines for Assessment and Cleanup”, and providing erosion control, prohibiting contact between surface water/precipitation and contaminated soil, and preventing contaminated runoff. Explain any variances: If impacted soil is required to be removed from the site the landfill may accept the waste determination based on in situ data so that direct loading of trucks can be used. If not, stockpiled areas will be in accordance with the IHSB protocal. ☒ Analyze potentially impacted soil for the following chemical analytes: ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, selenium and silver) ☐ Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, thallium, and zinc) ☒ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and zinc) ☐ Other Constituent(s) & Analytical Method(s): Click here to enter text. 7 EMP Form ver.1, October 23, 2014 ☒ Proposed Measures to Obtain Pre-Approval for Reuse of Impacted Soil within the Brownfields Property Boundary ☒ Provide documentation of analytical report(s) to Brownfields Project Manager ☒ Provide documentation of final location, thickness and depth of relocated soil on site map to Brownfields Project Manager once known ☐ Use geotextile to mark depth of fill material (provide description of material) ☐ Manage soil under impervious cap ☐ or clean fill ☐ Describe cap or fill: Click here to enter text. (provide location diagram) ☐ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re- recorded if actions are Post-Recordation). ☒ Other: We will provide documentation as to where this material is placed at the site and understand that this may require revision to the BF plat map once the movement of soil has been completed. ☐ Final grade sampling of exposed soil (i.e., soil that will not be under buildings or permanent hardscape): [if not checked provide rationale for not needing] Provide diagram of soil sampling locations, number of samples, and denote Chemical Analytical Program with check boxes below (Check all that apply): ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, selenium and silver) ☐ Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, thallium, and zinc) ☒ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and zinc) ☐ Pesticides ☐ PCBs ☐ Other Constituents & Analytical Method: If this soil is not managed under an impervious cap or clean fill, we will conduct final grade sampling where this material presents a shallow soil exposure risk. OFFSITE TRANSPORT & DISPOSITION OF EXCAVATED SOIL NOTE: Unless soil will be transported offsite for disposal in a permitted facility under applicable regulations, no contaminated or potentially contaminated soil may leave the site without approval from the brownfields program. Failure to obtain approval may violate a brownfields agreement, endangering liability protections and making said action subject to enforcement. Justifications provided below must be approved by the Program in writing prior to completing transport activities. ☒ Transport and dispose of impacted soil offsite (documentation of final disposition must be sent to Brownfields Project Manager) ☒ Landfill – analytical program determined by landfill ☒ Landfarm or other treatment facility Click here to enter text. ☐ Use as Beneficial Fill Offsite – provide justification: Click here to enter text. 8 EMP Form ver.1, October 23, 2014 ☐ Use as Beneficial Fill at another Suitable Brownfields Site – (Note: a determination that a site is a “Suitable Brownfields” site will require, at a minimum, that similar concentrations of the same or similar contaminants already exist at both sites, use of impacted soil as beneficial soil will not increase the potential for risk to human health and the environment at that site, and that notarized documentation of the acceptance of such soil from the property owner of the receiving site is provided to Brownfields. Provide justification: Click here to enter text. MANAGEMENT OF UTILITY TRENCHES ☐ Install liner between native impacted soils and base of utility trench before filling with clean fill (Preferred) ☒ Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a hazardous waste), i.e., impacted soils are placed back at approximately the depths they were removed from such that impacted soil is not placed at a greater depth than the original depth from which it was excavated. Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport, and/or degradation of conduit materials due to direct impact with contaminants? Result: Yes □ No □ If no, include rationale here. Click here to enter text. If yes, provide specifications on barrier materials Other comments regarding managing impacted soil in utility trenches: Click here to enter text. PART 2. GROUNDWATER – Please fill out the information below and attach figure showing distribution of groundwater contaminants at site What is the depth to groundwater at the Brownfields Property? Depth to groundwater ranges from approximately 7 to 10 feet below land surface Is groundwater known to be contaminated by ☒onsite ☐ offsite ☐ both ☒ or unknown sources? Describe source(s): Ten groundwater samples were collected onsite. Four samples were collected from previously-constructed permanent monitoring wells around an unpermitted landfill, five samples were collected from temporary monitoring wells (TMWs), and one sample was collected from groundwater that accumulated in the pit after excavation of the landfill debris. The laboratory tested all ten groundwater samples for VOCs and SVOCs and tested for Priority Pollutant Metals from samples collected from the four permanent wells around the landfill and two temporary wells near the former location of the process-water pond. The sample from TMW-1 exhibited selenium and the sample from ONL-3 exhibited chromium at concentrations that exceed the 2L standards. The samples from ONL-4 and TMW-5 exhibited benzene at concentrations that exceed the 2L standard. The groundwater that entered the pit exhibited benzene, toluene, and phenol at concentrations that exceed the respective 2L standards. Monitoring well locations are shown in Appendix F; tabulated laboratory test results are provided in Appendix F. 9 EMP Form ver.1, October 23, 2014 What is the direction of groundwater flow at the Brownfields Property? Based on a review of the topographic map, we expect groundwater in the surficial aquifer beneath the site flows towards the south. Will groundwater likely be encountered during planned redevelopment activities? ☒ Yes ☐ No If yes, describe these activities: Groundwater may be encountered when the foundation of the feed mill and silos are installed. In the event that contaminated groundwater is encountered during redevelopment activities (even if no is checked above), list activities for contingent management of groundwater (e.g., dewatering of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary sewer, or sampling procedures): If groundwater is encountered during construction in the vicinity of the former process water pond or landfill, it will be containerized, tested for VOCs/SVOCs/PP Metals, and disposed of either to the Laurinburg-Maxton Airport Commission’s (LMAC’s) POTW in accordance with a permit, or other permitted treatment facility. PART 3. SURFACE WATER – Please fill out the information below. Attach a map showing the location of surface water at the Brownfields Property. Is surface water at the property known to be contaminated: ☐ Yes ☒ No Will workers or the public be in contact with surface water during planned redevelopment activities? ☐ Yes ☒ No In the event that contaminated surface water is encountered during redevelopment activities, or clean surface water enters open excavations, list activities for management of such events (e.g. flooding, contaminated surface water run-off, stormwater impacts): Two large ponds are located at the southern side of the site. Several drainage ditches and depressions, some filled with water, were observed across the site. Potential excavations in known contaminated areas will not be left open during significant rain events, or will be bermed to prevent surface water run-off from entering. If required, water from the pit may be containerized, tested for VOCs, and disposed of either to LMAC’s POTW in accordance with a permit, or as groundwater investigation-derived waste. PART 4. SEDIMENT – Please fill out the information below. Is sediment at the property known to be contaminated: ☐ Yes ☒ No Will workers or the public be in contact with sediment during planned redevelopment activities? ☐ Yes ☒ No If yes, attach a map showing location of known contaminated sediment at the property. In the event that contaminated sediment is encountered during redevelopment activities, list activities for management of such events (stream bed disturbance): 10 EMP Form ver.1, October 23, 2014 PART 5. SOIL VAPOR – Please fill out the information below. Do concentrations of volatile organic compounds at the Brownfields property exceed the following vapor intrusion screening levels in the following media: IHSB Residential Screening Levels: Soil Vapor: ☐ Yes ☐ No ☒ Unknown Groundwater: ☒ Yes ☐ No ☐ Unknown IHSB Industrial/Commercial Screening Levels: Soil Vapor: ☐ Yes ☐ No ☒ Unknown Groundwater: ☒ Yes ☐ No ☐ Unknown Attach a map showing the location of soil vapor contaminants that exceed site screening levels. If applicable, at what depth(s) is soil vapor known to be contaminated? Will workers encounter contaminated soil vapor during planned redevelopment activities? ☐ Yes ☐ No ☒ Unknown In the event that contaminated soil vapor is encountered during redevelopment activities (trenches, manways, basements or other subsurface work, list activities for management of such contact: TBD; IHSB Groundwater Screening exceedances were detected from samples collected from the pit water and TMW-5 located near the landfill. The proposed feed mill and silos are located approximately 900 feet from the landfill and do not anticipate soil vapor to be encountered during redevelopment. Proposed feed mill and silo locations are shown on figures in Appendix B and F. Location of the landfill and groundwater samples are shown on figures in Appendix F. PART 6. SUB-SLAB SOIL VAPOR -please fill out the information below if existing buildings or foundations will be retained in the redevelopment. Are sub-slab soil vapor data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map showing the location of these exceedances. At what depth(s) is sub-slab soil vapor known to be contaminated? ☐ 0-6 inches ☐ Other, If other describe: Will workers encounter contaminated sub-slab soil vapor during planned redevelopment activities? ☐ Yes ☐ No ☒ Unknown In the event that contaminated soil vapor is encountered during redevelopment activities, list activities for management of such contact: TBD 11 EMP Form ver.1, October 23, 2014 PART 7. INDOOR AIR – Please fill out the information below . Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown If yes, attach a map showing the location where indoor air contaminants exceed site screening levels. If the structures where indoor air has been documented to exceed risk-based screening levels will not be demolished as part of redevelopment activities, will workers encounter contaminated indoor air during planned redevelopment activities? ☐ Yes ☐ No ☒ Unknown In the event that contaminated indoor air is encountered during redevelopment activities, list activities for management of such contact: TBD PART 8 – Vapor Mitigation System – Please fill out the information below . Is a vapor intrusion mitigation system proposed for this Brownfields Property? ☐ Yes ☒ No ☐ Unknown If yes, provide the date the plan was submitted to the Brownfields Program. Click here to enter a date. Attach the plan. Has the vapor mitigation plan been approved by the NC Brownfields Program? ☐ Yes ☐ No ☐ Unknown Has the vapor mitigation plan been signed and sealed by a North Carolina professional engineer? ☐ Yes ☐ No What are the components of the vapor intrusion mitigation system? ☐ Sub-slab depressurization system ☐ Sub-membrane depressurization system ☐ Block-wall depressurization system ☐ Drain tile depressurization system ☐ Passive mitigation methods ☐ Vapor barriers ☐ Perforated piping vented to exterior ☐ Other method: Click here to enter text. PART 9. CONTINGENCY FOR ENCOUNTERING UNKNOWN TANKS, DRUMS, OR OTHER WASTE MATERIALS 12 EMP Form ver.1, October 23, 2014 Please provide a contingency plan in the event unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered during site activities. Check the following activities that will be conducted prior to commencing earth-moving activities at the site: ☒ Review of historic maps (Sanborn Maps, facility maps) ☐ Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility lines, etc. ☒ Interviews with employees/former employees/facility managers/neighbors Notification to State Brownfields Project Manager, UST Section, Fire Department, and/or other officials, as necessary and appropriate, is required when new potential source(s) of contamination are discovered. See Notification Section on Page 1 for notification requirements. POST-REDEVELOPMENT REPORTING In accordance with the site’s Brownfield Agreement, provide a report within the designated schedule to the State Brownfields Project Manager. ☒ Check box to acknowledge consent to provide a redevelopment summary report in compliance with the site’s Brownfields Agreement. APPROVAL SIGNATURES Prospective Developer Date Printed Name/Title/Company Consultant Date Printed Name/Title/Company 13 EMP Form ver.1, October 23, 2014 Brownfields Project Manager Date Appendix A Divider Page Appendix B \\ S U M M E Y S E R V E R \ P r o j e c t s \ E - 3 7 5 4 - M o u n t a i r e F a r m s S i t e & R a i l S p u r M a x t o n N C \ d w g \ E - 3 7 5 4 B A S E E ( E D I T E D - 0 2 . 2 1 . 1 7 ) . d w g , 2 / 2 4 / 2 0 1 7 3 : 0 5 : 1 5 P M , J a y C-2Sheet No. Jo b N o . : Ch e c k e d B y : Dr a w n B y : Da t e : Sc a l e : PE L L R O A D GR A D I N G & E R O S I O N C O N T R O L - O V E R A L L C L E A R I N G P L A N MA X T O N - S C O T T L A N D C O U N T Y - N O R T H C A R O L I N A De s c r i p t i o n : Da t e : No . By : BK HM S J E- 3 7 5 4 JA N , 2 0 1 7 AS N O T E D Ad d e d S t r e a m J u r i s d i c t i o n a l N o t e a n d a d d e d 2. 7 . 1 7 1 bk Te m p o r a r y C h a n n e l f o r d s w i t h r o c k c h e c k da m s . A d d e d g r o u n d s t a b i l i z a t i o n c r i t e r i a c h a r t an d p e r m a n e n t g r o u n d c o v e r n o t e . Re m o v e d R o c k C h e c k D a m s & A d d e d W a t t l e s 2. 2 1 . 1 7 2 bk C-3Sheet No. Jo b N o . : Ch e c k e d B y : Dr a w n B y : Da t e : Sc a l e : PE L L R O A D GR A D I N G & E R O S I O N C O N T R O L - C L E A R I N G P L A N MA X T O N - S C O T T L A N D C O U N T Y - N O R T H C A R O L I N A De s c r i p t i o n : Da t e : No . By : BK HM S J E- 3 7 5 4 FE B , 2 0 1 7 AS N O T E D Ad d e d S t r e a m J u r i s d i c t i o n a l N o t e a n d a d d e d 2. 7 . 1 7 1 bk Te m p o r a r y C h a n n e l f o r d s w i t h r o c k c h e c k da m s . A d d e d g r o u n d s t a b i l i z a t i o n c r i t e r i a c h a r t an d p e r m a n e n t g r o u n d c o v e r n o t e . Re m o v e d R o c k C h e c k D a m s & A d d e d W a t t l e s 2. 2 1 . 1 7 2 bk \\ S U M M E Y S E R V E R \ P r o j e c t s \ E - 3 7 5 4 - M o u n t a i r e F a r m s S i t e & R a i l S p u r M a x t o n N C \ d w g \ E - 3 7 5 4 B A S E E ( E D I T E D - 0 2 . 2 1 . 1 7 ) . d w g , 2 / 2 4 / 2 0 1 7 3 : 0 6 : 5 5 P M , J a y C-4Sheet No. Jo b N o . : Ch e c k e d B y : Dr a w n B y : Da t e : Sc a l e : PE L L R O A D GR A D I N G & E R O S I O N C O N T R O L - C L E A R I N G P L A N MA X T O N - S C O T T L A N D C O U N T Y - N O R T H C A R O L I N A De s c r i p t i o n : Da t e : No . By : BK HM S J E- 3 7 5 4 FE B , 2 0 1 7 AS N O T E D Ad d e d S t r e a m J u r i s d i c t i o n a l N o t e a n d a d d e d 2. 7 . 1 7 1 bk Te m p o r a r y C h a n n e l f o r d s w i t h r o c k c h e c k da m s . A d d e d g r o u n d s t a b i l i z a t i o n c r i t e r i a c h a r t an d p e r m a n e n t g r o u n d c o v e r n o t e . Re m o v e d R o c k C h e c k D a m s & A d d e d W a t t l e s 2. 2 1 . 1 7 2 bk \\ S U M M E Y S E R V E R \ P r o j e c t s \ E - 3 7 5 4 - M o u n t a i r e F a r m s S i t e & R a i l S p u r M a x t o n N C \ d w g \ E - 3 7 5 4 B A S E E ( E D I T E D - 0 2 . 2 1 . 1 7 ) . d w g , 2 / 2 4 / 2 0 1 7 3 : 0 7 : 3 1 P M , J a y C-5Sheet No. Jo b N o . : Ch e c k e d B y : Dr a w n B y : Da t e : Sc a l e : PE L L R O A D GR A D I N G & E R O S I O N C O N T R O L - D E T A I L S MA X T O N - S C O T T L A N D C O U N T Y - N O R T H C A R O L I N A De s c r i p t i o n : Da t e : No . By : BK HM S J E- 3 7 5 4 FE B , 2 0 1 7 NT S STABILIZED CONSTRUCTION ENTRANCE GENERAL EROSION CONTROL NOTES 2. 7 . 1 7 1 BK TEMPORARY CHANNEL FORD CROSSING Ad d e d m a i n t e n a n c e r e q u i r e m e n t s t o d e t a i l s an d a d d e d t e m p . c h a n n e l f o r d d e t a i l 2. 2 1 . 1 7 2 BK Ad d e d W a t t l e D e t a i l \\ S U M M E Y S E R V E R \ P r o j e c t s \ E - 3 7 5 4 - M o u n t a i r e F a r m s S i t e & R a i l S p u r M a x t o n N C \ d w g \ E - 3 7 5 4 B A S E E ( E D I T E D - 0 2 . 2 1 . 1 7 ) . d w g , 2 / 2 4 / 2 0 1 7 3 : 0 8 : 0 1 P M , J a y Appendix C Appendix D Environmental Management Plan Contingency Plan to Address Newly Discovered Contaminant Sources Mountaire Scotland County Feed Mill Scotland County, North Carolina During site-development activities, previously undiscovered contaminant sources may be encountered. If the general contractor (GC) encounters a contaminant source, the prospective developer (PD) or the environmental consultant (EC) will notify the applicable agencies of the North Carolina Department of Environmental Quality (DEQ) within 48 hours of discovery, verbally or by email. These sources may include, but are not necessarily limited to: underground storage tanks (USTs) and fuel lines, buried drums or containers of unknown materials, and areas of buried waste materials/landfills. If the GC encounters previously undiscovered contaminant sources during construction, the GC will temporarily suspend activities in the area. The GC will immediately notify the EC and the PD. The EC will investigate the area, evaluate the waste materials and/or contaminated media in the area, and determine the proper means to manage these materials. The EC will contact the NCBP and provide documentation of the finding and subsequent actions taken to manage these materials. Depending upon site conditions, confirmatory samples may be collected by the EC from the newly-discovered contaminant source area(s) for laboratory analysis. All samples will be submitted to a DEQ‐certified analytical laboratory for analysis. Analytical methods to be employed for these samples may include one or more of the following: • VOCs by Method 8260; • SVOCs by Method 8270; PAHs by Method 8270 SIM • RCRA Metals by Methods 6010/7471; • Total Petroleum Hydrocarbons (TPH) Gasoline Range Organics (GRO) and Diesel Range Organics (DRO) by Method 8015; • Volatile Petroleum Hydrocarbons (VPH) by the MADEP Method; • Extractable Petroleum Hydrocarbons (EPH) by the MADEP Method; • Pesticides by Method 8081; • Herbicides by Method 8151; • Polychlorinated biphenyls (PCBs) by Method 8082; • Corrosivity by Method 1110A; • Reactivity by Method 9012; and/or • Flashpoint by Method 1010. 1.0 USTs There are no known USTs at the site. If fuel lines or USTs are encountered during excavation, the PD will manage the tank(s) or piping as required under the guidelines of the UST Section of DEQ. Although the costs for assessment and remediation of contamination from USTs discovered during remedial activities will not be eligible for reimbursement under the UST Trust Fund, the PD will address historical UST issues by following the guidelines of the UST Section. The EC will notify the Laurinburg Fire Department to ascertain the necessary permits to remove the UST(s). The PD or the EC will notify the NCBP of a UST discovery within 48 hours, verbally or by email. Appendix D to Environmental Management Plan Contingency Plan to Address Newly Discovered Contaminant Sources Mountaire Scotland County Feed Mill; Scotland County, North Carolina Page 2 of 2 Residual petroleum‐contaminated media (i.e., soil and/or groundwater) on the Brownfields Property can be handled under the NCBP’s land-use restrictions rather than the UST Section’s Notice of Residual Petroleum. The PD will submit copies of all reports and correspondence relating to such closure to the NCBP. 2.0 Buried Drums If the GC discovers buried drums of unknown materials at the Property, the PD or the EC will notify DEQ within 48 hours of discovery, verbally or by email. The EC will evaluate the drums for contents and obvious integrity issues, labeling, etc. Once the EC determines the condition of the drums, they will be either removed immediately for proper off-site disposal or removed from the area and temporarily relocated to a staging area in a designated location of the Property with proper secondary containment for sampling, and proper disposal. The EC will evaluate the soil that surrounds these features for stains, odor, or other evidence of contamination. Based on field observations, the EC may elect to collect post‐excavation confirmation samples from areas where contaminated soil was excavated for laboratory analysis by the analytical parameters presented above. The EC will provide the PD, its contractor, and the NCBP copies of field- monitoring and analytical data, with recommendations to address contaminated soil. 3.0 Buried Waste Materials If buried waste materials are discovered at the Property, the PD or the EC will notify DEQ within 48 hours of discovery, verbally or by email. The EC will evaluate the material to characterize the nature of the waste material. If buried wastes are encountered, the EC will evaluate the soil that surrounds these features for stains, odor, or other evidence of contamination. Based on field observations, the EC may elect to collect post‐excavation confirmation samples from areas where contaminated soil was excavated for laboratory analysis by the analytical parameters presented above. The EC will provide the PD, its contractor, and the NCBP copies of field-monitoring and analytical data, with recommendations to address contaminated soil as applicable. Appendix D Appendix E Environmental Management Plan Contingency Plan to Address Unexploded Ordnance Mountaire Scotland County Feed Mill Scotland County, North Carolina The Laurinburg-Maxton Airport was originally constructed as the Laurinburg-Maxton Army Air Base, and portions of the site were used as the base’s bazooka practice range, a dynamite magazine, and a practice grenade court. Two reconnaissance surveys with geophysical methods were conducted on the property and did not identify unexploded ordnance (UXO), but the potential remains that UXO may remain at the site. All personnel working in areas suspected to have UXO present are to undergo Construction UXO Safety Training. The attached figure from the Construction UXO Safety Guide will aid in the identification of suspected UXO items. If the GC encounters suspected UXO items during construction, the GC will follow the Recognize, Retreat, and Report steps detailed in the Construction UXO Safety Guide: 1) Recognize • Remember that munitions come in many shapes and sizes, look old or new, and are found alone or in clusters • Should be considered extremely dangerous regardless of size or age • Can be found on the surface or buried several feet below ground level 2) Retreat • Immediately stop all construction activities in the area, and warn others of potential danger • Do not approach the munition or a suspect munition (some fuses are sensitive to changes in temperature, movement or pressure) • Move away from the area and keep others away from it 3) Report • Report any munitions or suspected munitions encountered to your foreman or site supervisor • Report the size, shape, and location of the munition The GC will immediately notify the EC, PD, and Maxton Police Department if any suspected UXO are encountered. All personnel should be kept away from the area until the appropriate authorities assess and dispose of the any suspected UXO. If UXO is identified on the property, additional reconnaissance surveys will be required to assess the potential of remaining munitions. Appendix E Appendix B Addendum to Environmental Management Plan Evaluation of Soil from Off‐site Sources Mountaire Scotland County Feed Mill Scotland County, North Carolina The North Carolina Brownfields Program (NCBP) requires analysis of fill soil to demonstrate that it meets acceptable standards and can be considered clean for use at the Brownfields property. Although the NCBP is considered to be a redevelopment program, testing backfill material is not required in the Department of Environmental Quality (DEQ) regulatory programs other than to state that clean backfill should be utilized. We understand the desire of the NCBP to place uncontaminated soil from an off-site source onto a brownfields property. The two scenarios outlined below will be implemented to ensure the backfill material meets the intent of the NCBP requirement. Fill Material from Borrow Pit – Backfill material obtained from a commercial borrow pit using virgin material will not be tested. Borrow pits of this nature are used daily for residential and commercial projects and are acceptable sources of clean fill. Fill Material from Construction/Grading Sites – Backfill material that is obtained from off-site construction or grading sites or sources other than a barrow pit will be tested. The soil samples selected for laboratory analysis will be submitted to a DEQ‐certified analytical laboratory for analysis for semivolatile organic compounds (SVOCs) according to SW-846 Method 8270D, volatile organic compounds (VOCs) according to Method 5035B (prep) with Method 8260B (testing), and Priority Pollutant (PP) metals. When possible and depending on the construction/grading site, the environmental consultant (EC) will first estimate stockpile volumes of approximately 1,000 cubic yards in size and mark them off with pin flags and string. The attached figure from the UST Section’s Guidelines for Sampling (December 2013) will aid in the EC’s volumetric estimation. The EC will first collect two grab samples for VOC testing from two of six sample locations where they will collect aliquots that are approximately equal in size. The EC will collect the samples for VOC testing prior to homogenizing the aliquots into a composite sample to be tested for SVOCs and PP metals. The locations of the aliquots will be randomly selected, and the soil samples will be collected with a hand auger from different depths and locations in the stockpile area being tested. Aliquots used for VOC grab sampling will be taken at least 12 inches below the stockpile surface. After the VOC samples are collected, the EC will create a composite sample by homogenizing aliquots in a pre-cleaned Pyrex dish with a stainless-steel spoon. The composite sample will be transferred to the appropriate containers supplied by the laboratory. All samples will be placed immediately on ice and submitted to the laboratory under chain-of-custody. The hand auger and homogenization equipment will be decontaminated between stockpile samples. The EC will provide documentation to the NCBP, including all analytical data, when soil from construction/grading sources are utilized at the site. GUIDELINES FOR SAMPLING UST Section North Carolina Department of Environment and Natural Resources Division of Waste Management July 15, 2008 Version Change 3, Effective December 1, 2013 14 Figure 2 (copy) Volumes of Stockpiles Note: These equations have been simplified for ease of calculation. H = Height L = LengthW = WidthConical Stockpiles: Volume = (H x L x W)/3 Rectangular Stockpiles - pointed crest:Volume = (H x L x W)/2 Rectangular Stockpiles - flat topped: Volume = H x [(L x W) - (2 x H x W)] H = Height L = LengthW = Width H = Height L = LengthW = Width L > W > H Appendix F W o o d e d UndevelopedUndevelopedOld Lumberton Ro a d Skyway Church Road U S 7 4 / I - 7 4 We PackLogistics Edwards RoadRailroadFriction MeritorPioneerHi-Bred 22261 H o g F a r m 2202121781 A i r b a s e R o a d 13761 C l e a r e d W o o d e d A g r i c u l t u r a l F i e l d s A g r i c u l t u r a l F i e l d s U n d e v e l o p e d I-74Interchange Pell Drive ScotlandManufacturingLewis Road Sc o t l a n d C o u n t y Ro b e s o n C o u n t y 13601 Airport RoadUndeveloped L a u r i n b u r g - M a x t o n A i r p o r t SkywayBaptist Churchand ResidenceLuter Road 0 1 0 2 5 0 - 0 1 0 2 7 0 1 0 2 5 0 - 0 1 0 2 3 010250-01070 0 1 0 2 6 2 - 0 1 0 0 3 A Former Locationof Process-waterPond Rubble DisturbedSoilFormerLocation o f Landfill ONL-2ONL-3 ONL-1ONL- 4 G a t e s P r o p o s e d R a i l T e r m i n a l TMW-1TMW-2 TMW-5 TMW-3 T M W - 4 W o o d e d 8 3 9 6 4 4 7 0 5 1 0 0 C h u r c h R e s i d e n t i a l R e s i d e n t i a l P e g g y R o a d N Scale: 1" = 800' Date:Project Number: Proposed Mountaire Site Scotland County and Robeson County, North Carolina Drawn By: mrw/rnl Checked By:References: Filename:Layers:Size: NC OneMap Scotland County-2016, MapCard Aerial-2015, The Rail Road Associates Corporation, Field Notes F i g u r e 0800'1600' 11" x 17"P:\Mountaire\Scotland County\Phase II ESA-201723\CAD\Site Map 511 Keisler Drive Suite 102 (919) 858-9898 DUNCKLEE & DUNHAM ENVIRONMENTAL GEOLOGISTS & ENGINEERSD Cary, North Carolina 27518 www.dunckleedunham.com NC Geo. License No. C-261NC Eng. License No. C-3559 Site Map 2 0,1,5,6,8,9,12,13 201723 March 2017 L e g e n d S i t e B o u n d a r y T a x P a r c e l B o u n d a r y B u i l d i n g F o o t p r i n t N a t u r a l G a s P i p l i n e R o a d R i g h t o f W a y P o n d R a i l r o a d T r a c k s M o n i t o r i n g W e l l S t r e e t N u m b e r 1 3 7 6 1 P r o p o s e d R a i l r o a d T r a c k s a n d S i d i n g s S c o t l a n d C o u n t y P a r c e l I d e n t i f i c a t i o n N u m b e r 0 1 0 2 5 0 - 0 1 0 2 7 N o t e s : L o c a t i o n o f f o r m e r l a n d f i l l a s s h o w n i n E N S R r e p o r t d a t e d J u n e 1 9 9 2 . L o c a t i o n s o f r a i l r o a d t r a c k s a n d r a i l t e r m i n a l s h o w n i n d r a w i n g p r o v i d e d b y M o u n t a i r e . 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t h e r e p o rt e d v a l u e i s a n e s t i m a t e NE 10 0 Ta b l e 1 Su m m a r y o f L a b o r a t o r y T e s t R e s u l t s , G r o u n d w a t e r S a m p l e s Pr o p o s e d M o u n t a i r e S i t e Sc o t l a n d C o u n t y , N o r t h C a r o l i n a 2/ 1 4 / 1 7 10 0 * TM W - 1 6 70 2/ 1 5 / 2 0 1 7 2 / 1 7 / 2 0 1 7 3 10 0 6, 0 0 0 70 0 Pa r a m e t e r Gr o u n d w a t e r Qu a l i t y St a n d a r d s 10 10 0 20 Me t a l s b y M e t h o d 6 0 1 0 C Sa m p l e I d e n t i f i c a t i o n a n d D a t e S a m p l e d TM W - 2 O N L - 1 O N L - 2 O N L - 3 T M W - 5 2/23/2017 40 630 1, 0 0 0 10 15 1 Me t a l s b y M e t h o d 6 0 2 0 VO C s b y M e t h o d 8 2 6 0 B SV O C s b y M e t h o d 8 2 7 0 D 60 0 40 0 50 0 60 0 40 0 Fo r m e r M a n v i l l e L a n d f i l l Ai r p o r t P a r c e l Fo r m e r P r o c e s s - w a t e r P o n d ON L - 4 P I T W A T E R TM W - 3 T M W - 4 P: \ M o u n t a i r e \ S c o t l a n d C o u n t y \ P h a s e I I E S A - 2 0 1 7 2 3 \ T a b l e 1 . x l s x