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Home My WebLink About25052_450 Polo Road_EMP_20230818 Environmental Management Plan – Revision 3 450 Polo Road Winston-Salem, North Carolina Brownfields Project Name: 450 Polo Road Brownfields Project No.: 25052-21-034 S&ME Project No. 23350213 PREPARED FOR: 450 Polo, LLC 675 Seminole Avenue NE, Suite B1 Atlanta, Georgia 30307 PREPARED BY: S&ME, Inc. 2016 Ayrsley Town Boulevard, Suite 2-A Charlotte, NC 28273 Corporate Registration for Licensing of NC Geologists No. C-145 NC Engineering Firm No. F-0176 August 18, 2023 S&ME, Inc. | 2016 Ayrsley Town Blvd., Suite 2-A | Charlotte, NC 28273 | p 704.523.4726 | www.smeinc.com August 18, 2023 North Carolina Department of Environmental Quality (NCDEQ) Brownfields Redevelopment Section (NCBRS) 217 West Jones Street Raleigh, North Carolina 27603 Attention: Mr. Seth Titley via email: seth.titley@deq.nc.gov Project Manager Reference: Environmental Management Plan – 450 Polo Road – Revision 3 Winston-Salem, North Carolina Brownfields Project Name: 450 Polo Road Brownfields Project No.: 25052-21-034 S&ME Project No. 23350213 Dear Seth: On behalf of our client, 450 Polo, LLC, S&ME, Inc. (S&ME) is submitting this Environmental Management Plan (EMP) for the above-referenced Brownfields redevelopment site in Winston-Salem, Forsyth County, North Carolina for your review and approval. The EMP will support site development activities that are scheduled to commence during August/September 2023. S&ME provides the following summary of the proposed site development activities under this EMP (Appendix I) and supporting documents required by the Brownfields Redevelopment Section (NCBRS) for approval.  Proposed Site Development The Prospective Developer (PD) and the current property owner (450 Polo, LLC), plan to redevelop the property with residential for-rent-only Townhomes. The proposed development features 17 2-story and 3-story townhomes with a central parking lot area and clubhouse/pool recreational area. At this time, the PD anticipates that soil will be imported during construction activities, resulting in approximately 23,400 cubic yards of imported fill material.  EMP Supporting Documents The revised EMP is provided in Appendix I and is supported by additional documents required as part of the EMP preparation process and providing pertinent information to NCBRS during your review. Appendix II provides site grading plans to be implemented during 2023, including cut/fill calculations for the proposed development. S&ME provides the following additional documents and information in support of the EMP including tabulated analytical results (Appendix III) and figures (Appendix IV) summarizing the data from the assessment completed in 2022 based on the NCBRS-approved Work Plan, anticipated soils to be relocated during grading (Figure 9). August 18, 2023 2 The anticipated development schedule is provided in Appendix V. The proposed Final Grade Sampling and Analysis Plan including NCBRS’ comments is provided in Appendix VI. Please contact us with any questions or comments regarding this EMP. Sincerely, S&ME, Inc. John L. Sherrill, P.G. Lucas A. Barroso-Giachetti, P.E., CHMM Project Geologist Senior Environmental Engineer jsherrill@smeinc.com lbarroso@smeinc.com Senior Reviewed by Sam Watts, PG Enclosure: Environmental Management Plan – Revision 3, dated August 18, 2023 Appendix I – Environmental Management Plan 1 EMP Version 3, March 2023 NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION ENVIRONMENTAL MANAGEMENT PLAN This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the North Carolina Brownfields Redevelopment Section at the direction of a Brownfields project manager. The EMP is a standard requirement of a Brownfields Agreement (BFA). Its purpose is to clarify actions to be taken during demolition and construction at Brownfields properties in an effort to avoid delays in the event of the discovery of new contamination sources or other environmental conditions. The EMP provides a means to document redevelopment plans and environmental data for each applicable environmental medium to inform regulatory-compliant decision-making at the site. As much detail as possible should be included in the EMP, including contingency planning for unknowns. Consult your project manager if you have questions. Prospective Developers and/or their consultants must complete and submit this form and all pertinent attachments, see checklist below, to their Brownfields project manager prior to any earthmoving or other development-related activities that have the potential to disturb soil at the Brownfields Property, including demolition. For the EMP to be valid for use, it must be completed, reviewed by the Section, signed by all parties working on the project, and approved by the Brownfields project manager. Failure to comply with the requirements of the EMP could jeopardize project eligibility, or in the event of a recorded agreement, be cause for a reopener. The EMP is valid only for the scope of work described herein and must be updated to be applicable for new phases of redevelopment or after significant changes in applicable regulatory guidance. Risk characterization of a Brownfields Property to DEQ’s written satisfaction is required prior to EMP approval. Voluntary Metrics Tab The NC Brownfields Redevelopment Section updates estimated capital investment (from the Brownfields Property Application) and estimated jobs created (from the Brownfields Agreement) whenever possible. As a voluntary measure, you may opt to complete the below information for capital investment and jobs created as estimated by your final redevelopment plans for the Brownfields Property: 1. Estimated capital investment in redevelopment project: Click or tap here to enter text. 2. Estimated jobs created: a. Construction Jobs: Click or tap here to enter text. b. Full Time Post-Redevelopment Jobs: Click or tap here to enter text. 2 EMP Version 3, March 2023 Table of Contents NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION .................................................................. 1 ENVIRONMENTAL MANAGEMENT PLAN .................................................................................................... 1 GENERAL INFORMATION ........................................................................................................................ 4 COMMUNICATIONS ................................................................................................................................ 5 NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION ..................................................... 5 REDEVELOPMENT PLANS ........................................................................................................................ 6 CONTAMINATED MEDIA ......................................................................................................................... 8 PART 1. SOIL ........................................................................................................................................ 8 PART 2. GROUNDWATER .................................................................................................................. 20 PART 3. SURFACE WATER .................................................................................................................. 22 PART 4. SEDIMENT ............................................................................................................................ 22 PART 5. SOIL VAPOR ......................................................................................................................... 23 PART 6. INDOOR AIR ......................................................................................................................... 24 VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 24 CONTINGENCY PLAN ............................................................................................................................. 25 POST-REDEVELOPMENT REPORTING..................................................................................................... 27 APPROVAL SIGNATURES ....................................................................................................................... 28 3 EMP Version 3, March 2023 So that the EMP provides value in protecting Brownfields eligibility and public health, the preparer shall ensure that the following steps have been completed prior to submitting the EMP for review. Any EMP prepared without completing all of the following is premature and may be returned without comment. ☒ Site sampling and assessment that meets Brownfields’ objectives is complete and has been reviewed and approved by the Brownfields project manager. ☒ Specific redevelopment plans, even if conceptual, have been developed for the project, submitted and reviewed by the Brownfields project manager. Please submit, along with the completed EMP form, the following attachments, as relevant and applicable to the proposed redevelopment: ☒ A set of redevelopment plans, including architectural/engineering plans, if available; if not, conceptual plans may suffice if updated when detailed plans are drafted (Appendix II). ☒ A figure overlaying redevelopment plans on a map of the extent of contamination for each media (Appendix IV). ☒ Site grading plans that include a cut and fill analysis (Appendix II). ☒ A figure showing the proposed location and depth of impacted soil that would remain onsite after construction grading (Figure 9, Appendix IV). ☐ Any necessary permits for redevelopment (i.e. demolition, etc.). ☒ A detailed construction schedule that includes timing and phases of construction (Appendix V). ☒ Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas, etc.) applicable to the proposed redevelopment (Appendix III). ☒ Figures with the sampling locations and contamination extents for each impacted media applicable to the proposed redevelopment (Appendix IV). ☒ A full final grade sampling and analysis plan, if the redevelopment plan is final. (A Final Grade Sampling and Analysis Plan is provided for NCBRS's review and approval in Appendix VI). ☒ If known, information about each proposed potential borrow soil source, such as aerial photos, historic site maps, historic Sanborn maps, a site history, necessary for Brownfields approval. 4 EMP Version 3, March 2023 ☒ Information and, analytical data if required, for quarries, or other borrow sources, detailing the type of material proposed for import to the Brownfields Property. ☒ A work plan for the sampling and analysis of soil to be brought onto the Brownfields Property. Refer to Issue Resolution 15 in Brownfields Redevelopment Section Guidelines. ☐ A map of the Brownfields Property showing the location of soils proposed for export and sampling data from those areas. ☒ If a Vapor Intrusion Mitigation System (VIMS) is required by the Brownfields Redevelopment Section, the VIMS plan will be signed and sealed by a NC Professional Engineer. The VIMS Plan may also be submitted under separate cover. (Conceptual VIMS Design prepared by S&ME submitted to NCBRS on July 21, 2023). GENERAL INFORMATION Date: 6/7/2023 Revision Date (if applicable): 8/18/2023 Brownfields Assigned Project Name: 450 Polo Road Brownfields Project Number: 25052-21-034 Brownfields Property Address: 450 Polo Road, Winston-Salem, NC 27105 Brownfields Property Area (acres): 3.92 Is Brownfields Property Subject to RCRA Permit?.......................☐ Yes ☒ No If yes enter Permit No.: Click or tap here to enter text. Is Brownfields Property Subject to a Solid Waste Permit….……..☐ Yes ☒ No If yes, enter Permit No.: Click or tap here to enter text. 5 EMP Version 3, March 2023 COMMUNICATIONS A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the EMP shall be maintained at the Brownfields Property during redevelopment activities in an area that is prominently accessible to site workers. NOTE, THE EMP DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC HEALTH AND SAFETY PLAN. Prospective Developer (PD): 450 Polo, LLC Contact Person: Jeff Koon, President Phone Numbers: Office: 404-618-0726 Mobile: Click or tap here to enter text. Email: jeff@stratuspropertygroup.com Contractor for PD: Patriot Construction, Inc. Contact Person: Chad Tracy, CEO Phone Numbers: Office: 706-742-7578 Mobile: 706-742-7578 Email: chad@patriotconstruction.biz Environmental Consultant: S&ME, Inc. Contact Person: Lucas Barroso-Giachetti, PE, CHMM Phone Numbers: Office: 704-523-4726 Mobile: 786-877-4363 Email: lbarroso@smeinc.com Brownfields Redevelopment Section Project Manager: Mr. Seth Titley, Project Manager Phone Numbers: Office: 336-776-9742 Mobile: 336-416-1829 Email: seth.titley@deq.nc.gov Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, Hazardous Waste, Solid Waste): None. NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION Written advance Notification Times to Brownfields project manager: Check each box to accept minimum advance notice periods (in calendar days) for each type of onsite task: On-site assessment or remedial activities:……………………………………….…… 10 days Prior ☒ Construction or grading start:……………………………………….………………………. 10 days Prior ☒ Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously unknown contamination: ……………………………….……………………………………. Within 48 hours ☒ 6 EMP Version 3, March 2023 Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in area of contamination, ventilation of work zones):…………….……….……… Within 48 hours ☒ Installation of mitigation systems:………………………….………………….……….. 10 days Prior ☒ 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 ☒Townhomes (Prior written DEQ approval REQUIRED regardless of ownership structure) ☐Recreational ☐Institutional ☐Commercial ☐Office ☐Retail ☐Industrial ☐Other specify: S&ME notes that the proposed 450 Polo Road development is “For-Rent-Only” townhomes/residential units. A site plan showing the proposed development is provided in Appendix II. 2) 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. (Not conducted during completed Brownfield assessment phase). ☐ Interviews with employees/former employees/facility managers/neighbors 3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if detailed plans are not available. EMP review without such information would be premature): Provide brief summary of redevelopment plans, including demolition, removal of building slabs/pavement, grading plans and planned construction of new structures: The attached plans in Appendix II show the proposed site plan for the development of 17 2-story and 3-story townhomes (“For-Rent-Only” residential units) with a central parking lot area and clubhouse/pool recreational area. Soils will be graded and balanced in accordance with the attached grading plans, which are also provided in Appendix II. 4) Do plans include demolition of structure(s)?: ☐ Yes ☒ No ☐ Unknown ☐ If yes, please check here to confirm that demolition will be conducted in accordance with applicable legal requirements, including without limitation those related to lead and asbestos abatement that are administered by the Health Hazards Control Unit within the Division of Public Health of the North Carolina Department of Health and Human Services. If available, please provide a copy of your demolition permit. 7 EMP Version 3, March 2023 5) Are sediment and erosion control measures required by federal, state, or local regulations? S&EC requirements can be found at: https://deq.nc.gov/about/divisions/energy-mineral-and-land- resources/erosion-and-sediment-control/erosion-and-sediment-control-laws-and-rules ☒ Yes ☐ No ☐ Unknown ☒ If yes, please check here to confirm that earth-work will be conducted in accordance with applicable legal requirements. If soil disturbance is necessary to install sediment and erosion control measures, they may not begin until this EMP is approved. 6) Which category of risk-based screening level is used or is anticipated to be specified in the Brownfields Agreement? Note: If children frequent the property, residential screening levels shall be cited in the Brownfields Agreement for comparison purposes. ☒ Residential ☐ Non-Residential or Industrial/Commercial 7) Schedule for Redevelopment (attach construction schedule): a) Construction start date: 9/1/2023 b) Anticipated duration (specify activities during each phase): The proposed development schedule is provided in Appendix V, with construction activities scheduled to commence in August 2023 and continuing through August 2024. The estimated schedule includes the NCBRS-requested milestones including completion of site grading, installation of the VIMS components and pre-occupancy VIMS performance testing. c) Additional phases planned? ☐ Yes ☒ No If yes, specify the start date and/or activities if known: Start Date: Click or tap to enter a date. Planned Activity: Click or tap here to enter text. Start Date: Click or tap to enter a date. Planned Activity: Click or tap here to enter text. Start Date: Click or tap to enter a date. Planned Activity: Click or tap here to enter text. d) Provide the planned date of occupancy for new buildings: 8/1/2024 8 EMP Version 3, March 2023 CONTAMINATED MEDIA Please fill out the sections 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) Contaminated Media on the Brownfields Property Part 1. Soil: ☒ Yes ☐ No ☐ Suspected ☐ Unknown Part 2. Groundwater: .................................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown Part 3. Surface Water: ☐ Yes ☐ No ☐ Suspected ☐ Unknown ☒ N/A Part 4. Sediment: .......................................... ☐ Yes ☐ No ☐ Suspected ☐ Unknown ☒ N/A Part 5. Soil Vapor: ......................................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown Part 6. Sub-Slab Soil Vapor: .......................... ☐ Yes ☐ No ☒ Suspected ☐ Unknown Part 7. Indoor Air: ......................................... ☐ Yes ☐ No ☐ Suspected ☒ Unknown 2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data summaries for each impacted media and figure(s) with sample locations. PART 1. SOIL 1) Known or suspected contaminants in soil (list general groups of contaminants): The following constituents have been detected above their applicable North Carolina Department of Environmental Quality (NCDEQ) Residential and Industrial/Commercial Health Based Preliminary Soil Remediation Goals (PSRGs) (January 2023).  arsenic,  total chromium,  benzo(a)anthracene,  benzo(b)fluoranthene,  benzo(a)pyrene (BaP),  dibenz(a,h)anthracene,  indeno(1,2,3-cd)pyrene,  tetrachloroethylene (PCE) The on-site soils should be considered impacted or contaminated during site development. 2) Depth of known or suspected contaminants (feet): Soil impacted with contaminants above the NCDEQ PSRGs are anticipated from current ground surface to approximately 7 feet bgs. 3) Area of soil disturbed by redevelopment (square feet): 3.83 acres or 166,835 square feet (SF). 4) Depths of soil to be excavated (feet): After sediment & erosion controls are installed and site clearing is completed, soils/material in the northern portion of the site (currently occupied by a parking lot) will be scraped 9 EMP Version 3, March 2023 approximately 6 inches to 12 inches below existing grade and relocated to the southern portion of the development in the vicinity of the underground stormwater structure (See Figure 9). Excavation work by the GC is slated for surficial or shallow excavations above the current grade for building footprint/pad areas, topsoil reuse and installation of the retention pond (estimated at maximum of 5 feet). The PD and GC intends to install the underground retention structure in conjunction with overall backfilling and elevation of existing grades to the proposed elevations provided in Figure 06 by PGE in Appendix II. 5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): The "cut" areas in red and the "fill" material areas in blue are shown on attached cut/fill "heat map" provided in Appendix II. Approximately 3,600 cubic yards are planned for excavation and relocation onsite mainly from shallow excavations from building footprint/pad areas, topsoil reuse and installation of the retention pond, which is discussed in subsection 4) above. The “Earthworks Calculation Worksheet” from PGE is provided in Appendix II for reference. 6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: Approximately 3,600 cubic yards are planned for excavation and relocation onsite mainly from shallow excavations from building footprint/pad areas, topsoil reuse and installation of the retention pond. S&ME acknowledges that the identified metals and PAHs were reported above their applicable NCDEQ Residential and/or Industrial/Commercial Health Based PSRGs and existing site soils will be considered impacted or contaminated during site development. 7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: Based on the attached “Earthworks Calculation Worksheet” provided in Appendix II, the PD does not anticipate disposal of existing impacted soils off site. 10 EMP Version 3, March 2023 PART 1.A. MANAGING ONSITE SOIL If soil 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 areas of cut and fill (approximate areas & volumes are acceptable, if only preliminary data available). 1) HAZARDOUS WASTE DETERMINATION: a) 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 or tap 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 b) 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 ONSITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS. c) Does the soil contain a CHARACTERISTIC WASTE?.................................... ☐ Yes ☒ No ☐ If yes, mark reason(s) why below (and include pertinent analytical results). ☐ Ignitability Click or tap here to enter text. ☐ Corrosivity Click or tap here to enter text. ☐ Reactivity Click or tap here to enter text. ☐ Toxicity Click or tap here to enter text. ☐ TCLP results Click or tap here to enter text. ☐ 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) Click or tap here to enter text. ☒ If no, explain rationale: Based on the findings from the Brownfields Assessment Report dated March 24, 2023 prepared by EAS and as discussed in Part 1 of this EMP, metals (arsenic and chromium) and selected PAHs were reported above their applicable NCDEQ Residential and Industrial/Commercial Health Based PSRGs published during January 2023. 11 EMP Version 3, March 2023 S&ME notes that lead concentrations ranged from approximately 1.84 milligrams per kilogram (mg/kg) to 78.4 mg/kg. TCLP analysis of the investigation derived waste (IDW) soil material was not conducted by EAS during the assessment. However, as noted above the PD does not intend to dispose of existing site soils offsite and soil characterization for disposal is not required as of the date of this EMP. d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT BE RE-USED ONSITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 2) 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 ☐ Preliminary Health-Based Industrial/Commercial SRGs ☒ Division of Waste Management Risk Calculator (For Brownfields Properties Only) ☐ Site-specific risk-based cleanup level. Please provide details of methods used for determination/explanation. Click or tap here to enter text. Additional comments: Click or tap here to enter text. 3) If known impacted soil is proposed to be reused within the Brownfields Property boundary, please check the measures that will be utilized to ensure safe placement and documentation of same. Please attach a proposed location diagram/site map. ☐ Provide documentation of analytical report(s) to Brownfields project manager. ☒ Provide documentation of final location, thickness and depth of relocated soil onsite map to Brownfields project manager once known. ☐ Geotextile to mark depth of fill material. Provide description of material: Click or tap here to enter text. ☒ Manage soil under impervious cap ☒ or clean fill ☒ ☒ Describe cap or fill: Approximately 23,400 cubic yards of imported fill will be brought onsite as part of the development based on the cut/fill calculations by PGE in Appendix II. As of the date of this revised EMP, up to 3,500 cubic yards of soils were approved by NCBRS for export from the Carolina Medical Electronics site located at 157 & 169 Industrial Drive, King, NC (Brownfields Project No. 16017-12-085) to the proposed 450 Polo Road development. The approval was granted 12 EMP Version 3, March 2023 by NCBRS in correspondence dated August 3, 2023. S&ME notes that soils from the Carolina Medical Electronics will be placed beneath planned impervious surfacing (buildings, parking lots areas, etc.). If additional sources are identified after NCBRS approval of this EMP, the PD and S&ME will submit a Soil Import Request for NCBRS’ review and approval. Additionally, Figure 9 identifies the approximate area of shallow soils from the northern portion of the site that will be relocated to the southern portion of the development, to be eventually “capped” with imported fill, stone/gravel material and/or impervious surfacing. S&ME has included a Final Grade Sampling and Analysis Plan for NCBRS’ review and approval in Appendix VI. ☒ Confer with NC BF project manager if Brownfield Plat must be revised (or re-recorded if actions are Post-Recordation). ☐ GPS the location and provide site map with final location. ☐ Other. Please provide a description of the measure: 4) Please describe the following action(s) to be taken during and following excavation and management of site soils: ☒ Check to confirm that management of fugitive dust from site activities will be handled in accordance with applicable local, state, and federal requirements. Field screening of site soil At a minimum, contractors shall be made aware of protocols should impacted soils (e.g. staining, unusual odors, fill materials) be identified. Describe the field screening method, frequency of field screening, person conducting field screening: As part of the review of the EMP approved by NCBRS, the General Contractor (GC) will be made aware of the typical visual and/or olfactory evidence that is associated with potentially contaminated soils (e.g., staining, odors, solid waste, etc.), including screening of soils with a photoionization detector (PID). If an unknown area of concern is encountered, redevelopment activities in the area will be suspended. The construction company will immediately notify S&ME and the PD. A qualified environmental professional from S&ME will assess the area, evaluate the waste materials and/or impacted media in the area, if present, and determine the proper means for managing these materials. Within 48 hours, S&ME will inform NCBRS of the findings and subsequent actions to be taken for managing these materials. Click or tap here to enter text. 13 EMP Version 3, March 2023 Soil sample collection ☒ Yes ☐ Not anticipated - In order to avoid delays in construction, a plan shall be in place for sampling of suspect soils should they be encountered during redevelopment. If soil sample collection is not anticipated but the need to do so is identified during redevelopment, notify the Brownfields project manager of the anticipated sample and report dates for scheduling purposes. Describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.) and confirm that all procedures outlined in applicable DEQ guidance for assessment shall be followed Typically, at least one representative sample (per 500 yd3 for residential and 1,000 yd3 for commercial) consisting of a 3 to 5-point composite sample with grab sample for VOCs based on the highest PID reading is required to determine soil management options: In the event of the discovery of unknown or impacted media during redevelopment activities, the site work in this location will halt and the contractor will notify S&ME and the PD. The materials will be sampled and characterized based on the recommended sampling frequency for a residential development of one 3-point to 5-point composite, representative sample with a grab sample for VOCs collected based on the highest reading from a PID. Based on the contents, the material will be removed and transported off-site for proper disposal by a qualified environmental waste management company. Should grossly impacted soil removal be required, confirmatory samples collected from the newly discovered contaminant source area(s) will be submitted to a North Carolina certified laboratory for analysis. Analytical methods to be employed for these samples will include the following: VOCs by Method 8260; SVOCs by Method 8270; RCRA Metals by Methods 6010/7471, and hexavalent chromium by Method 7199. Additional analyses may be required based on field observations and requirements from NCBRS. An environmental waste management company will be contracted to clean up any hazardous substances that may have been released/discovered. Redevelopment activities will not resume until after released hazardous substances have been removed, and any explosive or dangerous atmospheric conditions have been mitigated. Should impacted soils be reused on the site, the NCBRS Project Manager will be notified within 48 hours and consulted as to potential for further sampling, reporting, and mitigation. Soil will need to be tested in accordance with the approved EMP and NCBRS approval must be obtained prior to re-use. 14 EMP Version 3, March 2023 Check applicable chemical analytes for soil samples: ☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA List + Hexavalent Chromium by EPA Method 6020/7199 ☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text. ☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text. ☐ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides): Click or tap here to enter text. ☒ Check to confirm that by the owner’s signature and the North Carolina Professional Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing professional and property owner to ensure that all applicable guidelines and methodologies are followed and reported to DEQ for determination and approval of soil placement prior to final relocation. If impacted soils above applicable PSRGs and/or site specific risk thresholds are proposed to be relocated on-site, prior to final placement on-site, the following shall be submitted for DEQ review/approval - Analytical data that has been sampled in accordance with the above referenced frequency and following procedures outlined in the most recent Brownfields Redevelopment Section Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites (Guidelines) - Figure outlining planned soil placement and any future site features including buildings/hardscape/open areas - A North Carolina PE/PG recommendation of placement Impacts Options Onsite Placement without conditions Onsite placement under 2 ft of cap or clean fill1, 2 All Constituents below applicable PSRGs X Constituents3 below applicable PSRGs; Metals below background but above PSRGs X Constituents3 below applicable PSRGs; Metals above Background /PSRGs X Constituents above Applicable PSRGs X 15 EMP Version 3, March 2023 1: Requires Prior Written DEQ Approval 2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints without prior written DEQ approval. 3: Constituents indicate any samples evaluated for other than metals. ☒ Check to confirm that stockpiling of known or suspected impacted soils will be conducted in accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion control, prohibiting contact between surface water/precipitation and contaminated soil, and preventing contaminated runoff. Explain any variances or provide additional details as needed: ☒ Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or permanent hardscape). Select chemical analyses for final grade samples with check boxes below (Check all that apply): ☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA List + Hexavalent Chromium by EPA Method 6020/7199 ☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text. ☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text. ☐ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides): Click or tap here to enter text. Please provide a scope of work for final grade sampling, including a diagram of soil sampling locations, number of samples to be collected, and brief sampling methodology. Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs which should be taken from 1-2 ft below ground surface. Alternatively, indicate if a work plan for final grade sampling may be submitted under separate cover. A Final Grade Sampling and Analysis Plan is provided in Appendix VI. ☐ If final grade sampling was NOT selected, please explain rationale: Click or tap here to enter text. Acknowledged. If an alternate stockpile methodology is planned due to construction considerations and/or safety concerns, S&ME will submit the proposed alternate methodology to the NCBRS Project Manager for review and approval prior to implementation. 16 EMP Version 3, March 2023 PART 1.B. IMPORTED FILL SOIL NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL FROM THE BROWNFIELDS REDEVELOPMENT SECTION. According to the Brownfields IR 15, “Documenting imported soil (by sampling, analysis, and reporting in accordance with review and written approval in advance by the Brownfields Redevelopment Section), will safeguard the liability protections provided by the brownfields agreement and is in the best interest of the prospective developer/property owner.” Requirements for importing fill: ☒ Check to confirm that the import volumes outlined below have been confirmed based on geotechnical evaluations. 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? 23,300 cubic yards. 3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range of depths, list the range.) Based on the cut/fill calculations for the development, fill soil will be placed at depths ranging from 1 to 10 feet deep. Figure 06 in Appendix II is an engineering plan from PGE showing the existing elevations and proposed elevations to further illustrate the fill areas. Figure 10 in Appendix II depicts the "cut" areas in red and the "fill" material areas in blue. The limited “cut” of surficial soils, show in the red, will remain on-site. The blue “fill” areas will be filled by the GC with fill materials imported from NCBRS-approved sources. Approximately over 90% of the site will be filled to raise the existing site grades to the proposed higher elevations. PRIOR TO SOIL PLACEMENT AT THE BROWNFIELDS PROPERTY, a Soil Import Request must be submitted for DEQ Brownfields review and approval. The request shall consist of a data package that details: - Fill source location/history (Phase I if available, current aerials, etc.) - Analytical data that has been sampled in accordance with the below frequency and following procedures outlined in the most recent Brownfields Redevelopment Section Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites (Guidelines) - A table comparing the import soil to existing site concentrations - A PE/PG recommendation of import - All relevant attachments listed in the Checklist 17 EMP Version 3, March 2023 Soil Import Sampling Requirements: Source Sample Frequency Sample Analysis Virgin Material from DEQ Brownfields Pre- approved Quarry None (Contact Brownfields project manager for list of pre- approved Quarries DEQ Permitted Quarry (Not Brownfields Pre- approved) At least one representative sample from area of planned import VOCs, SVOCs, RCRA Metals, any site specific COCs (e.g. pesticides, PCBs, etc.) Other NC DEQ Brownfields Property At least one representative sample per 1,000 yd3 consisting of a 3-point composite sample with grab sample for VOCs based on the highest PID reading VOCs, SVOCs, RCRA Metals, any site specific COCs (e.g. pesticides, PCBs, etc.) Off-site unpermitted/regulated property Bulk Landscape Material from Commercial Vendor (i.e. topsoil) No Sampling Required If other special considerations apply, discuss: At this time, the PD is considering the following local sources of import materials: • Vulcan Quarry – 4401 Patterson Ave, Winston-Salem, NC • Martin Marietta – Salem Stone Quarry - 4572 High Point Road, Kernersville, NC The PD understands that the above-identified potential fill sources have not achieved pre- approved status from NCBRS and will require soil import sampling and analysis in accordance with the table above and other NCBRS requirements (at a minimum analyzed for VOCs, SVOCs, 8 RCRA Metals and hexavalent chromium). As of the date of this revised EMP, up to 3,500 cubic yards of soils were approved by NCBRS for export from the Carolina Medical Electronics site to the proposed 450 Polo Road development. The approval was granted by NCBRS in correspondence dated August 3, 2023. As previously discussed with NCBRS, the PD is evaluating other potential sources of import fill including other local developments and NCBRS-approved Brownfields sites, and/or the use of a borrow source(s). S&ME and the PD will update and request approval from NCBRS for potential sources of fill materials, including sampling and analysis of potential import soil. The PD assumes that stone, gravel or similar materials (virgin material from NCBRS-approved sources) do not require testing under this EMP or NCBRS approval. The PD acknowledges that recycled materials may require testing. 18 EMP Version 3, March 2023 ☒ Check to confirm that by the owner’s signature and the North Carolina Professional Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing professional and property owner to ensure that all applicable guidelines are followed and reported in the Soil Import Request for DEQ approval. Failure to meet these requirements could result in resampling and/or failure to approve import. PART 1.C. SOIL EXPORT NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE BROWNFIELDS REDEVELOPMENT SECTION. Failure to obtain approval may violate a brownfields agreement causing a reopener or jeopardizing eligibility in the Section, endangering liability protections and making said action possibly subject to enforcement. Justifications provided below must be approved by the Section in writing prior to completing transport activities. Refer to Brownfields IR 15 for additional details. 1) If export from the Brownfields Property is anticipated, export soil must be sampled at a frequency of one sample per 1,000 yd3 consisting of a 3-point composite sample with a grab sample for VOCs based on the highest PID reading. Samples shall be analyzed at a minimum for VOCs, SVOCs, and RCRA metals plus any site specific COCs. PRIOR TO EXPORT FROM THE BROWNFIELDS PROPERTY, a Soil Export Request must be submitted for DEQ Brownfields review and approval. The request shall consist of a Data Package that details: - Proposed Receiving Facility - Analytical data that has been sampled in accordance with the above referenced frequency and following procedures outlined in the most recent Brownfields Redevelopment Section Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites (Guidelines) - A table comparing the export soil to concentrations on the receiving site concentrations including risk comparison (Note that calculated risk cannot be increased on the receiving site) - A North Carolina PE/PG recommendation of export - Written approval from the receiving site property owner representative for export - All relevant attachments listed in the Checklist 19 EMP Version 3, March 2023 Soil Export Options Impacts Options Use as Beneficial Fill Off-site disposal at other Brownfields Property2,6,7 Off-site disposal at LCID/CD Landfill1, 3 Off-site disposal at Subtitle D MSW/Permitted Landfarm4 All Constituents below applicable PSRGs X X X X Constituents5 below applicable PSRGs; Metals below background but above PSRGs X X X Constituents5 below applicable PSRGs; Metals above Background /PSRGs X X X Constituents above Applicable PSRGs X X 1: Requires Prior Written DEQ Approval 2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints without prior written DEQ approval. 3: Requires comparison to site specific metals concentrations. 4: Facility to determine if they can accept soil within their permit. 5: Constituents indicate any samples evaluated for other than metals. 6: Requires written approval from receiving site property owner representative. 7. Site COCs must be in comparable concentrations to receiving site and not significantly raise risk of the receiving site. ☒ Check to confirm that by the owner’s signature and the North Carolina Professional Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing professional and property owner to ensure that all applicable guidelines are followed and reported in the Soil Export Request for DEQ approval. Failure to meet these requirements could result in resampling and/or failure to approve export. If other special considerations apply, discuss: None at this time. PART 1.D. 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. 20 EMP Version 3, March 2023 ☒ 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. ☒ If yes, provide specifications on barrier materials or provide the results of this evaluation in the Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility corridors will need to be evaluated as part of mitigation designs: As discussed with NCBRS, specifications and/or proposed means & methods (e.g., trench dams) to address potential vapor intrusion concerns will be addressed under separate cover as part of the Vapor Intrusion Mitigation System (VIMS) design review and approval. ☐ If no, include rationale here: ☐ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings Other comments regarding managing impacted soil in utility trenches: Click or tap here to enter text. PART 2. GROUNDWATER 1) What is the depth to groundwater at the Brownfields Property? Depth to groundwater ranges from 9 feet bgs to 27 feet bgs. 2) What is the maximum depth of soil disturbance onsite? As noted above, excavation work by the GC is slated for surficial or shallow excavations above the current grade for building footprint/pad areas, topsoil reuse and installation of the retention pond (estimated at maximum of 5 feet). Based on the reported depth to groundwater ranging from 9 feet bgs to 27 feet bgs, contaminated groundwater is not anticipated to be encountered during site development by the PD or GC. 3) Is groundwater known to be contaminated by ☐onsite ☐offsite ☒both or ☐unknown sources? Describe source(s): Based on the Brownfields Assessment Report dated March 24, 2023, selected metals, VOCs and SVOCs were reported above the applicable 15A NCAC 2L Standards. Arsenic, barium, chromium, lead, mercury, naphthalene (as VOC and SVOC), benzene, 1,2- dibromoethane, 1,2-dichloroethane, tetrachloroethylene (PCE), toluene, and xylenes were reported above the NCDEQ groundwater standards. The adjacent Salem Uniform site located to the west has a documented VOC/PCE groundwater plume that encroaches into the western portion of the development based on the September 2022 Groundwater Monitoring Report, which is discussed above. 4) What is the direction of groundwater flow at the Brownfields Property? Southwest 21 EMP Version 3, March 2023 5) Will groundwater likely be encountered during planned redevelopment activities (e.g. footer/utility construction or helical pilings?) ☐Yes ☒No If yes, describe these activities: As noted above and based on the planned means and methods to be implemented by the GC, groundwater is not anticipated to be encountered during construction. In the event that the proposed construction methods are modified, and management of site groundwater is expected, S&ME and the PD will submit a Groundwater Management and Sampling Plan to NCBRS for review and approval, which will amend the approved EMP. In the event that 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, NPDES permit, or sampling procedures). Contaminated groundwater is not anticipated to be encountered during site development based on the proposed development plans (Appendix II) and as discussed in the sections above. If obvious signs of contaminated or potentially impacted groundwater is discovered in open excavations or other construction activities (e.g., sheen, petroleum odors) the GC will coordinate with S&ME for the appropriate investigation and/or mitigation. The GC will notify S&ME upon discovery and NCBRS within 48 hours. Groundwater will be sampled and analyzed for the minimum NCBRS parameters including VOCs, SVOCs, 8 RCRA metals plus hexavalent chromium for characterization and investigation purposes. If needed, groundwater will be managed in an appropriate container such as a frac tank (or equivalent) and staged onsite prior to transportation and disposal to an approved disposal facility. S&ME will notify the NCBRS Project Manager if additional environmental assessment and/or remediation is proposed during site development. 6) Are monitoring wells currently present on the Brownfields Property?.................☐Yes ☒No If yes, are any monitoring wells routinely monitored through DEQ or other agencies?..................................................................................................................☐Yes ☒No (Abandoned during July 2023) 7) Please check methods to be utilized in the management of known and previously unidentified wells. ☒ Abandonment of site monitoring wells in accordance with all applicable regulations. It is the Brownfields Redevelopment Section’s intent to allow proper abandonment of well(s) as specified in the Brownfields Agreement, except if required for active monitoring through another section of DEQ or the EPA. ☐ Location of existing monitoring wells marked ☐ Existing monitoring wells protected from disturbance ☐ Newly identified monitoring wells will be marked and protected from further disturbance until notification to DEQ Brownfields can be made and approval for 22 EMP Version 3, March 2023 abandonment is given. 8) Please provide additional details as needed: Please note, disturbance of existing site monitoring wells without approval by DEQ is not permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD be responsible for replacement of the well. PART 3. SURFACE WATER 1) Is surface water present at the property? ☐ Yes ☒ No 2) If yes, attach a map showing the location of surface water at the Brownfields Property 3) Is surface water at the property known to be contaminated? ☐ Yes ☒ No ☐ Unknown 4) Will workers or the public be in contact with surface water during planned redevelopment activities or as part of the final redevelopment? ☐ Yes ☒ No 5) 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): Not applicable. PART 4. SEDIMENT 1) Are sediment sources present on the property? ☐ Yes ☒ No 2) If yes, is sediment at the property known to be contaminated? ☐ Yes ☐ No ☐ Unknown 3) Will workers or the public be in contact with sediment during planned redevelopment activities? ☐ Yes ☒ No 4) Attach a map showing the location of known contaminated sediment at the property. 5) In the event that contaminated sediment is encountered during redevelopment activities, list activities for management of such events (stream bed disturbance): Not applicable. As of the date of this EMP and based on coordination with NCBRS, the eight (8) onsite monitoring wells associated with the 2022 assessment (6) and monitoring wells associated with the adjoining Salem Uniform site (2) were abandoned by S&ME on July 6, 2023. 23 EMP Version 3, March 2023 PART 5. SOIL VAPOR 1) Do concentrations of volatile organic compounds at the Brownfields property exceed the vapor intrusion screening levels (current version) in the following media: Groundwater Exterior Soil Vapor Sub-Slab Soil Vapor Residential ☒ Yes ☐ No ☐ Unknown ☒ Yes ☐ No ☐ Unknown ☐ Yes ☐ No ☒ Unknown Commercial ☒ Yes ☐ No ☐ Unknown ☐ Yes ☒ No ☐ Unknown ☐ Yes ☐ No ☒ Unknown 2) Attach a map showing the locations of all soil vapor samples including any soil vapor contaminants that exceeds screening levels and overlays planned site development features. 3) If applicable, at what depth(s) is exterior soil vapor known to be contaminated? 4) If applicable, at what depth(s) is sub-slab soil vapor known to be contaminated? ☐0-6 inches ☐Other, please describe: Click or tap here to enter text. 5) Will workers encounter contaminated exterior or sub-slab soil vapor during planned redevelopment activities? ☒ Yes ☐ No ☐ Unknown In the event that apparent contaminated soil vapor is encountered (based on elevated PID readings, unusual odors, etc.) during redevelopment activities (trenches, manways, basements or other subsurface work,) list activities for management of such contact, INCLUDING notification to DEQ within 48 hours of identification of the issue for determination of additional requirements: In the event that potentially impacted soil vapors are encountered during development activities based on readings from a field instrument (e.g., photoionization detector [PID] or equivalent) or visual/olfactory observations, the area will be evacuated and appropriate safety screening of the soil vapors will be conducted including monitoring of the worker breathing zone with a calibrated PID. The NCBRS Project Manager will be notified within 48 hours including submittal of the recorded air monitoring field data. Based on the field conditions and our discussions with the NCBRS Project Manager, appropriate engineering controls such as use of industrial fans (or equivalent) may be implemented in conjunction with air monitoring of the area reporting elevated soil vapor readings. Approximately 6 feet below current grade elevation. The soil gas analytical results are tabulated in Appendix III and summarized in figures included in Appendix IV. 24 EMP Version 3, March 2023 PART 6. INDOOR AIR 1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No 2) If applicable, attach a map showing the location(s) where indoor air contaminants exceed site screening levels. 3) 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 ☒ N/A ☐ If no, include rationale here: Click or tap here to enter text. 4) In the event that contaminated indoor air is encountered during redevelopment activities, list activities for management of such contact: VAPOR INTRUSION MITIGATION SYSTEM 1) Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property? ☒ Yes ☐ No ☐ Unknown ☐ If no or unknown, include rationale here as well as plans for pre-occupancy sampling, as necessary: Click or tap here to enter text. If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately If submitted separately provide date: S&ME submitted a Conceptual VIMS design package in July 2023 for NCBRS’ initial review and comments prior to preparing a final VIMS design for approval. VIMS Plan shall be signed and sealed by a NC Professional Engineer and follow the DEQ Brownfields Redevelopment Section’s Vapor Intrusion Mitigation System Design Submittal Requirements. Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land use restrictions or requirements of the recorded or draft Brownfields Agreement and that separate approval of mitigation measures will be required. As part of the review of the EMP approved by NCBRS, the General Contractor (GC) will be made aware of the typical visual and/or olfactory evidence associated with potential contamination (e.g., staining, odors, solid waste, etc.). In the event that workers become lightheaded, odors, or other signs of indoor air contamination are identified, redevelopment activities in the area shall be suspended and the construction company shall immediately notify S&ME and the PD. A qualified environmental professional from S&ME will assess the area, evaluate the waste materials and/or impacted media in the area, if present, and determine the source, health hazards, proper mitigation measures that should be implemented (e.g., engineering controls or respiratory protection. Within 48 hours, S&ME will inform NCBRS of the findings and subsequent actions to be taken. 25 EMP Version 3, March 2023 CONTINGENCY PLAN In this section, please provide actions that will be taken to identify or manage unknown potential new sources of contamination. During redevelopment activities, it is not uncommon that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered. Notification to DEQ 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. These Notification Requirements were outlined on Page 1 of this EMP. Should potentially impacted materials be identified that are inconsistent with known site impacts, the DEQ Brownfields project manager will be notified, and a sampling plan will be prepared based on the EMP requirements and site-specific factors. Samples will generally be collected to document the location of the potential impacts. Check the following chemical analysis that are to be conducted on newly identified releases: ☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA List + Hexavalent Chromium by EPA Method 6020/7199 ☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text. ☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text. ☐ Other Constituents & Analytical Method(s) (e.g. Herbicides) Please note, if field observations indicate the need for additional analyses, they should be conducted, even if not listed here. Click or tap here to enter text. Please provide details on the proposed methods of managing the following commonly encountered issues during redevelopment of Brownfields Properties. Underground Storage Tanks – Note that UST Section guidelines must be followed for sample frequency during UST closure. Unless damage to onsite structures to remain as part of redevelopment would occur, USTs shall be removed from the Brownfields Property: USTs are not anticipated to be encountered during site development. In the event a UST or potential tank system is discovered, the GC will coordinate with S&ME for the appropriate investigation and removal of the UST feature(s). S&ME will notify the NCBRS Project Manager of the discovery within 48 hours and discuss whether additional environmental assessment and/or remediation is necessary during site development. USTs will be removed and sampled in accordance with the NCDEQ UST Section guidelines, if applicable. 26 EMP Version 3, March 2023 Sub-Grade Feature/Pit: Sub-grade features or pits are not anticipated to be encountered during site development. In the event a sub-grade feature of concern is discovered, the GC will coordinate with S&ME for the appropriate investigation and/or removal of the sub-grade feature or pit. S&ME will notify the NCBRS Project Manager of the discovery within 48 hours and discuss whether additional environmental assessment and/or remediation is necessary during site development Buried Waste Material – Note that if buried waste, non-native fill, or any obviously filled materials is encountered, the DEQ Brownfields Redevelopment Section must be notified to determine if investigation of landfill gases is required: In the event that buried solid waste material is discovered, the GC will coordinate with S&ME for the appropriate investigation and/or segregation of the buried waste material pending characterization for disposal. S&ME will notify the NCBRS Project Manager of the discovery within 48 hours and discuss whether additional environmental assessment and/or remediation is necessary during site development In the event that buried solid waste is encountered, S&ME will conduct screening of the worker breathing zone for the potential presence of landfill gas (LFG) including methane and hydrogen sulfide levels. Re-Use of Impacted Soils Onsite: Soils from the property will be beneficially reused as noted in the sections above. VOC-impacted soils will not be placed under buildings or under impervious surfaces directly connected to occupied spaces. If unknown, impacted soil is identified onsite, management onsite can be considered after the project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields project manager approval prior to final placement onsite. If other potential contingency plans are pertinent, please provide other details or scenarios as needed below: Not Applicable. 27 EMP Version 3, March 2023 POST-REDEVELOPMENT REPORTING ☒ Check this box to acknowledge that a Redevelopment Summary Report will be required for the project. If the project duration is longer than one year, an annual update is required and will be due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of this EMP (as agreed upon with the project manager). These reports will be required for as long as physical redevelopment of the Brownfields Property continues, except that the final Redevelopment Summary Report will be submitted within 90 days after completion of redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary Report is anticipated to be submitted on 1/31/2024 The Redevelopment Summary Report shall include environment-related activities since the last report, with a summary and drawings, that describes: 1. actions taken on the Brownfields Property; 2. soil grading and cut and fill actions; 3. methodology(ies) employed for field screening, sampling and laboratory analysis of environmental media; 4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and ultimate disposition of any soil, groundwater or other materials suspected or confirmed to be contaminated with regulated substances; and 5. removal of any contaminated soil, water or other contaminated materials (for example, concrete, demolition debris) from the Brownfields Property (copies of all legally required manifests shall be included). ☒ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment Summary Report in compliance with the site’s Brownfields Agreement. 8/22/2023 29 EMP Version 3, March 2023 Appendix II – Development Plans COMPACTWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUTLUTLUTL UTLUTLUTLUTL UTLUTLUTL UTL D DN 13°03'15" W 200.62'POLO ROAD - 50' PUBLIC R/WMcCANLESS STREET - 40' PUBLIC R/W MAY STREET UTLS76°17'50"W 120 .02 ' S13°03'11"E 2 0 6 . 6 2 ' W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTAX PIN #6827-72-6759N/FCALVARY CHAPEL FELLOWSHIPOF WINSTON-SALEM, N.C.ZONED RS-9TAX PIN #6827-72-5639N/FMIGUEL ANGEL SOLANO VAZQUEZZONED RS-9TAX PIN #6827-62-9642N/FK & V, LLCZONED HB & RS-9UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLRELOCATION OF EX IST ING STORM (BYPASS) UTILIT Y E A S E M E N T ( 2 0 ' )15' SIDE SETBACK & BUFFER15' SIDE SETBACK & BUFFER15' SIDE SETBACK & BUFFER987987986985983982981980979978977976975974973972971970969968967966965964963962960961 962 963 964 965 966967968 969 970971972973974 975 976976975974973 972 971 970971972973974975976977978979980981982983984986 98598425' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK S13°02'46"E 409.57'SVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCFFE: 977.00FFE: 975.00FFE: 973.25FFE: 971.50EL: 971.50SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSVC SVCSVCSVCSVC SVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCCOMPACTCOMPACTCOMPACTCOMPACTFFE: 976.5020.00'S76°14'00"W 479.92'VANVAN VANVANFFE: 976.50FFE: 976.50FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00N75°51'00"E 360.00'25' FRONT SETBACKXXXXXXSS FFE: 973.25FFE: 972 .25FFE: 972.25VANSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1530SCALE 1" = 30'0REVISIONS DATE DESCRIPTION \\PE-DC\Projects\2023-027 Winston Salem-Underwood\Drawings\ConstructionSet.dwg 5-11-23 02:23:47 PM jruarkDATEPROJECT NUMBERISSUE PURPOSEENGINEERING P.C. 1050 BARBER CREEK DRIVE - BLDG. 400 WATKINSVILLE GA 30677 P. 706.419.9244 - WWW.PITTMANGREER.COM PITTMAN & GREER WINSTON SALEM------------FOR REVIEW ONLY-- -- -- -- -- -- 3.95 AC. - 450 POLO RD FORSYTH COUNTY, NORTH CAROLINA10GRADING &DRAINAGE PLANVICINITY MAP - NOT TO SCALESITEPOLO ST.CHERRY ST. WWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUTLUTLUTL UTLUTLUTLUTL UTLUTLUTL UTL D DN 13°03'15" W 200.62'POLO ROAD - 50' PUBLIC R/WMcCANLESS STREET - 40' PUBLIC R/W MAY STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. CONC. CURB & GUTTER (TYP.)EX. GATEEX. CURB CUTEX. CURB CUTUTLEX. 8" DIP EX. ASPHALT DRIVEEX. CONC. DRIVE APRONEX. CONC. DRIVE APRONEX. ASPHALT PARKINGS76°17'50"W 120 .02 ' S13°03'11"E 2 0 6 . 6 2 'EX. SSMHRIM 987.14C/L INV 976.15W W EX. 8" D IP EX. SSMHRIM 978.38OUT 969.52EX. 8 " D IPEX. 8" DIP EX. 8" DIPEX. SSMHRIM 962.09IN(W) 953.27IN(E) 953.16OUT 953.07EX. SSMHRIM 961.65OUT 955.69SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTAX PIN #6827-72-6759N/FCALVARY CHAPEL FELLOWSHIPOF WINSTON-SALEM, N.C.ZONED RS-9TAX PIN #6827-72-5639N/FMIGUEL ANGEL SOLANO VAZQUEZZONED RS-9TAX PIN #6827-62-9642N/FK & V, LLCZONED HB & RS-9UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLEX. CATCH INLET INLETWITH SOLID CONCRETE LID T/C 983.55UNABLE TO OPENEX. CATCH INLET WITHSOLID CONCRETE LIDT/C 983.55C/L INV 974.87EX. 24" RCPINV(N) 956.59INV(S) 955.72POST & CHAIN BARRIEREX. ASPHALT PARKINGCROSSES LINEEX. ASPHALT PARKINGCROSSES LINEEX. GRAVEL DRIVE EX.GRAVELDRIVEEX.GRAVELDRIVEEX. WIRE FENCECROSSES LINEEX. CONCRETE CURB& GUTTER (TYP.)EX. CHAIN LINKFENCE/GATECROSSES LINEEX. CHAINLINK FENCE987987986985983982981980979978977976975974973972971970969968967963962960961 962 963 967968 969 970971972973974 975 976976975974973 972 971 970971972973974975976977978979980981982983984986 985984EX. CHAIN LINK FENCE(POSSIBLE ENCROACHMENT)S13°02'46"E 409.57'EX. WIRE FENCE(POSSIBLE ENCROACHMENT)S76°14'00"W 479.92'N75°51'00"E 360.00'EX. SSMHRIM 983.46IN 977.90OUT 977.84EX. SSMHRIM 985.96OUT 979.96XXXXX984983982980979980 982983984982983984983982980979979977 976974974977 974972973974975969968967966965964963962970965 975976975 978 970969968975975974 973 981973972971 981979978976974973972971970969 981978976976973 972971971982982 982 982 1530SCALE 1" = 30'0REVISIONS DATE DESCRIPTION P:\2023-027 Winston Salem-Underwood\Drawings\ConstructionSet.dwg 7-26-23 02:55:47 PM fpittmanDATEPROJECT NUMBERISSUE PURPOSEENGINEERING P.C. 1050 BARBER CREEK DRIVE - BLDG. 400 WATKINSVILLE GA 30677 P. 706.419.9244 - WWW.PITTMANGREER.COM PITTMAN & GREER WINSTON SALEM-UNDERWOOD2023-02706-20-202306-20-2023FOR REVIEW ONLY-- -- -- -- -- -- 3.95 AC. - 450 POLO RD FORSYTH COUNTY, NORTH CAROLINA06GRADING &DRAINAGE PLANVICINITY MAP - NOT TO SCALESITEPOLO ST.CHERRY ST. FILL SF. IN CUT SF. IN FILL IN CUT AND IN FILL ACRES ACRES SF. NAME OF PROJECT WINSTON SALEM ASPHALT PAVEMENT 1 AREA OF TOPSOIL TO BE REMOVED 3.8 % OF TOPSOIL TO BE RESUED ONSITE 35%1,073 CUYD THE SITE IS CURRENTLY 6% 94% TOPSOIL STRIPPING EARTHWORKS CALCULATION WORKSHEET VERSION 1.2020 DATE 5/11/2023 13:20 NET ADJUSTED NUMER -22,078 CUYD RAW AREAS FROM ACAD 9,446 146,728 ACAD EARTHWORKS NUMBER THE FOLLOWING NUMBERS REPRESENT RAW CUT-FILL FROM EXISTING AND PROPOSED GRADING EXCLUDING ADJUSTMENTS. CUT NUMBER 290 CUYD FILL NUMBER 22,367 CUYD THE FOLLOWING CALCULATION TAKES INTO ACCOUNT TOPSOIL STRIPPING TO BE REMOVED. THE PERCENTAGE CALCULATION ALLOWS FOR THE CONTRACTOR TO WASTE TOPSOIL ONSITE. THE CALCULATION FIGURES INTO THE CUT AND FILL CALCULATIONS BASED ON PERCENTAGES OF THE SITE IN CUT AND FILL. DEPTH OF TOPSOIL 6.0 INCHES 3,065 CUYD BAD SOILS REMOVAL THE FOLLOWING CALCULATION TAKES INTO ACCOUNT SOILS CONSIDER BAD EITHER BY COMPACTION ISSUES OR ENVIROMENTAL ISSUES WHICH MUST BE REMOVED BENEATH CUT OR FILL AREAS. DEPTH OF SOIL REMOVAL 0.0 INCHES 0 CUYD AREA OF SOIL REMOVAL 0.0 PAVEMENT AREAS THE FOLLOWING CALCULATION TAKES INTO ACCOUNT PAVMENT SECTIONS AND IS FIGURED INTO THE CUT AND FILL CALCULATIONS BASED ON THE PERCENTAGE OF THE SITE IN CUT AND FILL. CROSS-SECTION DEPTH 8.0 INCHES 1,374 CUYD TOTAL AREA 55,663 SF. SF. SF. SF. SF. DEPTH OF SECTION TOTAL AREA SF. IS THIS ENTIRE SECTION IN CUT OR FILL? DEPTH OF SECTION TOTAL AREA SF. IS THIS ENTIRE SECTION IN CUT OR FILL? ASPHALT PAVEMENT 2 SIDEWALKS POOL CROSS-SECTION DEPTH 0.0 INCHES 0 CUYD TOTAL AREA 0 CROSS-SECTION DEPTH 96.0 INCHES 296 CUYD TOTAL AREA 1,000 CROSS-SECTION DEPTH 4.0 INCHES 291 CUYD TOTAL AREA 23,596 BUILDING AREAS THE FOLLOWING CALCULATION TAKES INTO ACCOUNT FOUNDATIONS INTO FINISHED GRADE. BUILDING 1 CROSS-SECTION DEPTH 12.0 INCHES 919 CUYD TOTAL AREA 24,810 UNDERGROUND DETENTION POND 156.0 1,228 CUYD 2,550 POOL DECK CROSS-SECTION DEPTH 12.0 INCHES 159 CUYD TOTAL AREA 4,300 CUT CUT UTILITIES / TRENCHING 0.0 0 CUYD 0 INCHES INCHES + + - + + - + + + - + - + + FILL AFTER COMPACTION ADJUSTMENT NET FILL NET CUT TOPSOIL NET CUT BAD / UNUSABLE SOILS DETENTION POND UTILITIES / TRENCHING TOPSOIL REUSE TOPSOIL STRIPPING PAVEMENT AREAS BUILDING AREAS DETENTION POND UTILITIES / TRENCHING CALCULATIONS THE FOLLOWING CALCULATION TAKES THE SECTIONAL BREAKDOWNS AND EITHER REMOVES (-) OR ADDS (+) TO THE RAW NUMBERS COMPACTION FACTOR 1.15 CUT FILL 0 290 RAW TOTAL 22,367 RAW TOTAL (185)2,880TOPSOIL STRIPPING PAVEMENT AREAS BUILDING AREAS CUYD CUYD CUYD 26,915 23,313 1,992 0 1,073 0 BAD SOILS REPLACEMENT 3,602 23,404 1,228 0 0 0 119 (1,843) 1,078 COMPACTWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUTLUTLUTL UTLUTLUTLUTL UTLUTLUTL UTL D DN 13°03'15" W 200.62'POLO ROAD - 50' PUBLIC R/WMcCANLESS STREET - 40' PUBLIC R/W MAY STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. CONC. CURB & GUTTER (TYP.)EX. GATEEX. CURB CUTEX. CURB CUTUTLEX. 8" DIP EX. ASPHALT DRIVEEX. CONC. DRIVE APRONEX. CONC. DRIVE APRONEX. ASPHALT PARKINGS76°17'50"W 120 .02 ' S13°03'11"E 2 0 6 . 6 2 'EX. SSMHRIM 987.14C/L INV 976.15W W EX. 8" D IP EX. SSMHRIM 978.38OUT 969.52EX. 8 " D IPEX. 8" DIP EX. 8" DIPEX. SSMHRIM 962.09IN(W) 953.27IN(E) 953.16OUT 953.07EX. SSMHRIM 961.65OUT 955.69SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTAX PIN #6827-72-6759N/FCALVARY CHAPEL FELLOWSHIPOF WINSTON-SALEM, N.C.ZONED RS-9TAX PIN #6827-72-5639N/FMIGUEL ANGEL SOLANO VAZQUEZZONED RS-9TAX PIN #6827-62-9642N/FK & V, LLCZONED HB & RS-9UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLEX. CATCH INLET INLETWITH SOLID CONCRETE LID T/C 983.55UNABLE TO OPENEX. CATCH INLET WITHSOLID CONCRETE LIDT/C 983.55C/L INV 974.87EX. RIPRAP BASINEX. 24" RCPINV(N) 956.59INV(S) 955.72EX. MONITORING WELLPOST & CHAIN BARRIEREX. ASPHALT PARKINGCROSSES LINEEX. ASPHALT PARKINGCROSSES LINEEX. GRAVEL DRIVE EX.GRAVELDRIVEEX.GRAVELDRIVEEX. WIRE FENCECROSSES LINEEX. CONCRETE CURB& GUTTER (TYP.)EX. CHAIN LINKFENCE/GATECROSSES LINEEX. CHAINLINK FENCERELOCATION OF EX IST ING STORM (BYPASS) UTILIT Y E A S E M E N T ( 2 0 ' )15' SIDE SETBACK & BUFFER15' SIDE SETBACK & BUFFER15' SIDE SETBACK & BUFFER987987986985983982981980979978977976975974973972971970969968967966965964963962960961 962 963 964 965 966967968 969 970971972973974 975 976976975974973 972 971 970971972973974975976977978979980981982983984986 98598425' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACKEX. CHAIN LINK FENCE(POSSIBLE ENCROACHMENT)S13°02'46"E 409.57'EX. WIRE FENCE(POSSIBLE ENCROACHMENT)WSVCSVCWSVCSVCSVCSVCSVCSVCSVCSVCSVCWWWWWWWFFE: 977.00FFE: 975.00FFE: 973.25FFE: 971.50EL: 971.50SSSSSSSSSSSSSSWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWSVC SVCW WSVCSVCWWSVCWW SVCSVCWWSVCSVCWWSVCSVCWWSVCSVCWWSVCSVCWWSVCSVCWWSVCSVCWWSVCWWCOMPACTCOMPACTCOMPACTCOMPACTFFE: 976.5020.00'S76°14'00"W 479.92'VANVAN VANVANFFE: 976.50FFE: 976.50FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00FFE: 982.00N75°51'00"E 360.00'EX. SSMHRIM 983.46IN 977.90OUT 977.84EX. SSMHRIM 985.96OUT 979.9625' FRONT SETBACKXXXXXXSS FFE: 973.25FFE: 972 .25FFE: 972.25VANSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWSSSSSSSSWWJBJBOCSWBIKEBIKEBIKEBIKEBIKEBIKEJBJBJB 984983982981980979977980 982985983984982983984984983982981980979979978977976975974973973974977974973972971971972973974975969968967966965964963962970965975976975978971970969968975975976981 974 973 1530SCALE 1" = 30'0REVISIONS DATE DESCRIPTION \\PE-DC\Projects\2023-027 Winston Salem-Underwood\Drawings\ConstructionSet.dwg 5-11-23 01:36:32 PM jruarkDATEPROJECT NUMBERISSUE PURPOSEENGINEERING P.C. 1050 BARBER CREEK DRIVE - BLDG. 400 WATKINSVILLE GA 30677 P. 706.419.9244 - WWW.PITTMANGREER.COM PITTMAN & GREER WINSTON SALEM------------FOR REVIEW ONLY-- -- -- -- -- -- 3.95 AC. - 450 POLO RD FORSYTH COUNTY, NORTH CAROLINA10GRADING &DRAINAGE PLANVICINITY MAP - NOT TO SCALESITEPOLO ST.CHERRY ST. COMPACTWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUTLUTLUTL UTLUTLUTLUTL UTLUTLUTL UTL D DN 13°03'15" W 200.62'S 74°47 '48" W 179 .88 ' [T IE L INE]POLO ROAD - 50' PUBLIC R/WMcCANLESS STREET - 40' PUBLIC R/W MAY STREET 50.00'EX. ASPHALT STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. ASPHALT STREETEX. CONC. CURB & GUTTER (TYP.)EX. GATEEX. CURB CUTEX. CURB CUTUTLEX. 8" DIP EX. ASPHALT DRIVEEX. CONC. DRIVE APRONEX. CONC. DRIVE APRONEX. ASPHALT PARKINGS 75°31 '10 " W 120.05 ' [T IE]S 13°03'23" E 205.04' [TIE]S76°17'50"W 120 .02 ' S13°03'11"E 2 0 6 . 6 2 'EX. SSMHRIM 987.14C/L INV 976.15W W EX. 8" D IP EX. SSMHRIM 978.38OUT 969.52EX. 8 " D IPEX. 8" DIP EX. 8" DIPEX. SSMHRIM 962.09IN(W) 953.27IN(E) 953.16OUT 953.07EX. SSMHRIM 961.65OUT 955.69SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTAX PIN #6827-72-6759N/FCALVARY CHAPEL FELLOWSHIPOF WINSTON-SALEM, N.C.ZONED RS-9TAX PIN #6827-72-5639N/FMIGUEL ANGEL SOLANO VAZQUEZZONED RS-9TAX PIN #6827-62-9642N/FK & V, LLCZONED HB & RS-9UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLEX. CATCH INLET INLETWITH SOLID CONCRETE LID T/C 983.55UNABLE TO OPENEX. CATCH INLET WITHSOLID CONCRETE LIDT/C 983.55C/L INV 974.87EX. RIPRAP BASINEX. 24" RCPINV(N) 956.59INV(S) 955.72EX. PEDESTAL-STYLEMONITORING WELLSEX. MONITORING WELLPOST & CHAIN BARRIEREX. ASPHALT PARKINGCROSSES LINEEX. ASPHALT PARKINGCROSSES LINEEX. GRAVEL DRIVE EX.GRAVELDRIVEEX.GRAVELDRIVEEX. WIRE FENCECROSSES LINEEX. CONCRETE CURB& GUTTER (TYP.)EX. CHAIN LINKFENCE/GATECROSSES LINEEX. CHAINLINK FENCE26.00'15' SIDE SETBACK & BUFFER15' SIDE SETBACK & BUFFER15' SIDE SETBACK & BUFFER25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACKEX. CHAIN LINK FENCE(POSSIBLE ENCROACHMENT)S13°02'46"E 409.57'EX. WIRE FENCE(POSSIBLE ENCROACHMENT)WSVCWWSVCSVCSVCSVCSVCWWWWWWW9.00'9.00'26.00'35.03'26.00'42.00'10.00'70.00'42.00'1415WWWWWWWWWWWWWWWWWWWWWWWWSVCW WWWSVCWWWWSVCWWWW SVCWWWWSVCWWWWSVCSVCWWWWSVCWWWWSVCWWWWSVCWWWWSVCWWWWWWWWCOMPACTCOMPACTCOMPACTCOMPACT9.00'9.00'18.00'8.50'9.00'8.00'18.00'26.00'26.00'26.00'9.00'9.00 '9.00 '9.00'9.00 '9.00'9.00'26.00'35.73'42.00'40.00'40.00'40.00'36.00'8.50'18.00'21.00'26.00 '7.00 '7.00'20.00'121010515148125513144S76°14'00"W 479.92'VANVAN VANVAN20.00 'N75°51'00"E 360.00'EX. SSMHRIM 983.46IN 977.90OUT 977.84EX. SSMHRIM 985.96OUT 979.9625' FRONT SETBACKPROJECT ENTRANCE SIGNXXXXXXSS VANWWWWWWWWWWWWWW10X70 SITE TRIANGLECONCRETE APRONMEDIUM VARIETY TREES UNDERPOWER LINE(TYP.)PROPOSED R/W DEDICATION +/- 0.14 ACROAD WIDENING PER WSDOT 13.5-FTFROM CENTERLINE OF ROADCONCRETE APRON5-FT SIDEWALKPROPOSED PROPERTY LINER/W DEDICATION PER DOT (0.05 AC +/-)5-FT SIDEWALK10X70 SIGHT TRIANGLE2-STORY TOWNHOMESDOG PARK3-STORY TOWNHOME/FLATSBIKE PARKING (TYP.)PROPOSED (VOLUNTEERED) DECORATIVE FENCEWBIKEBIKEBIKEBIKEBIKE BIKESTANDARD DUTY ASPHALT INPARKING ISLES (TYP.)HEAVY DUTY ASPHALT IN DRIVEISLES (TYP.)DUMPSTER PAD W/ HEAVYDUTY CONCRETERELOCATION OF EXISTING STORMWATERCONVEYANCE W/ 20-FT UTILITY EASEMENTMAIL KIOSKCOMMON RECREATION AREAPOOL/CLUBHOUSE (4300-SF+/-)PROPOSED FIREHYDRANTDOGHOUSE MANHOLE FOR SEWER TIE INWATER SERVICE TIE INP/L TO BE ABANDONEDAFTER R/W DEDICATIONP/L TO BE ABANDONEDAFTER R/W DEDICATIONPROPOSED PROPERTY LINERETAINING WALLHEIGHT: 4-5 FTUNDERGROUNDDETENTIONSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOCSJBJBJBWIJBSVC108.83'50.00'30.00'72.50'72.50'40.00'36.17'32.00'36.17 '32.50 '32.00'40.00'40.00'36.17 '32.50'36.17 '40.00'40.00'THIS SHEET ILLUSTRATES PROPOSED SITE CONDITIONS ONLY. SEE SHEET XXXFOR EXISTING SITE CONDITIONS TO BE DEMOLISHED.1530SCALE 1" = 30'0REVISIONS DATE DESCRIPTION \\PE-DC\Projects\2023-027 Winston Salem-Underwood\Drawings\ConstructionSet.dwg 5-31-23 04:55:14 PM jruarkDATEPROJECT NUMBERISSUE PURPOSEENGINEERING P.C. 1050 BARBER CREEK DRIVE - BLDG. 400 WATKINSVILLE GA 30677 P. 706.419.9244 - WWW.PITTMANGREER.COM PITTMAN & GREER WINSTON SALEM------------FOR REVIEW ONLY-- -- -- -- -- -- 3.95 AC. - 450 POLO RD FORSYTH COUNTY, NORTH CAROLINA SITE PLAN NOTE05SITE PLANPROPERTY OWNER:450 POLO LLC.675 SEMINOLE AVE , SUITE B1ATLANTA , GEORGIA 30307ATTN: ----, ----DEVELOPER:ATHENS REAL ESTATE GROUP2350 PRINCE AVENUE, SUITE 2ATHENS, GEORGIA 30608ATTN: BALKE UNDERWOOD, 706.340.1215AUTHORIZED AGENT:PITTMAN & GREER ENGINEERING P.C.1050 BARBER CREEK DRIVE, BLDG. 400WATKINSVILLE , GEORGIA 30677706.419.9244PHYSICAL ADDRESS: 450 POLO RDTAX PARCEL: 6827 72 3724TOTAL PROJECT ACREAGE: 3.95 ACRES (172,011.16 SF.)CONTOUR INTERVAL: 2' FIELD RUN FIELD RUN TOPO BY ---- DATED ----.BOUNDARY SURVEY: THIS DRAWING WAS PREPARED USING A ---- BOUNDARY& TOPOGRAPHIC SURVEY FOR ----, DATED ----.EXISTING ZONING: RM 12-SPROPOSED ZONING: RM 12-SEXISTING USE: WOODED LOTPROPOSED USE: MULTI-FAMILY RESIDENTIALFLOOD PLAIN: SUBJECT PROPERTIES ARE WITHIN AREAS HAVING ZONEDESIGNATION OF ZONE X, DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN PER FLOOD INSURANCE RATE MAP NO.3710682700J, WITH AN EFFECTIVE DATE OF 01/02/2009, FORCOMMUNITY PANEL NUMBER 375360, (CITY OF WINSTON SALEM),NORTH CAROLINA.THERE ARE NO STATE WATERS ONSITE, NOR WITHIN 200' OF THE SITE.THERE ARE NO WETLANDS DELINEATED ON SITE.THIS PROPERTY DOES NOT CONTAIN ENVIRONMENTAL AREAS AS DENOTED ONTHE ATHENS-CLARKE COUNTY ENVIRONMENTAL MAP DATED 11/24/13.THERE ARE NO WATERCOURSES (PER THE UDC DEFINITION OF WATERCOURSE)ENTERING THE SITE NOR LEAVING THE SITE, THEREFORE, NOWATERCOURSES ARE DELINEATED ONSITE.PROJECT DATAPARKING DATAREQUIRED PARKING: 36 SPACESOFFICES-GENERAL = 3.5 SPACES/1000 SF. OF GROSS FLOOR AREA(8,600/1,000)*3.5 = 30.1 MINIMUM REQUIRED SPACESWAREHOUSE & ENCLOSED STORAGE = 0.5 SPACES/1000 SF. GROSSFLOOR AREA(10,200/1,000)*0.5 = 5.1 MINIMUM REQUIRED SPACESPROPOSED PARKING: 36 SPACESSTANDARD SURFACE: 12 (9'X19', 2 OF THOSE ARE HANDICAP ACCESSIBLE)REDUCED SURFACE: 24 (9'X17.5') Appendix III – Work Plan Assessment Tables Soil IDDepth (Ft)Date SampledArsenicBariumCadmiumChromiumLeadSeleniumSilverMercurySS-1 0-1'11/10/22 3.15 15.0 <0.105 8.82 17.2 0.249 <0.107 0.0502 SS-1-a 4-5'11/10/22 1.74 41.2 <0.0982 5.51J 7.45 0.235J <0.0993 <0.0207 SS-2 0-1'11/10/22 1.77 20.8 0.129J 6.25J 30.7 <0.246 <0.118 0.0467J SS-2 (DUP) 0-1'11/10/22 4.04 27.3 <0.113 11.5 19.5 1.15J <0.114 0.0582 SS-2-a 4-5'11/10/22 5.43 21.2 <0.111 17.5 9.53 0.496J <0.113 0.165 SS-2-a (DUP) 4-5'11/10/22 6.88 36.7 <0.111 23.2 11.6 1.11J <0.113 0.180 SS-3 0-1'11/10/22 3.41 13.3 <0.104 13.1 6.52 0.220J <0.105 0.0289J SS-3 (DUP) 0-1'11/10/22 5.02 22.5 <0.129 19.8 8.12 0.801J <0.131 0.0310J SS-3-a 4-5'11/10/22 1.61 6.41 <0.0946 5.97 3.81 <0.199 <0.0957 <0.0199 SS-3-a (DUP) 4-5'11/10/22 4.24 15.7 <0.128 17.5 7.34 0.936J <0.129 <0.0269 SS-4 0-1'11/10/22 7.86 18.8 <0.119 33.4 10.1 0.645J <0.121 0.0775 SS-4-a 4-5'11/10/22 1.05J 8.03 <0.144 8.42 8.90 <0.302 <0.145 <0.0302 SS-5 0-1'11/10/22 8.68 10.1 <0.126 21.6 9.78 <0.265 <0.127 0.0805 SS-5-a 4-5'11/10/22 10.8 26.6 <0.114 39.2 22.7 0.595J <0.115 0.163 SS-6 0-1'11/10/22 15.3 25.1 <0.125 34.5 11.9 1.12J <0.126 0.0849 SS-6-a 4-5'11/10/22 11.4 37.2 <0.103 38.3 12.6 1.42J <0.104 0.143 SS-7 0-1'11/10/22 4.82 33.8 0.905J 12.3 56.9 0.827J <0.110 0.0513 SS-7-a 4-5'11/10/22 5.30 43.7 <0.106 16.7 12.0 0.773J <0.107 0.0637 SS-8 0-1'11/10/22 6.94 22.1 <0.118 12.4 18.7 1.03J <0.119 0.0564 SS-8-a 4-5'11/10/22 5.38 21.7 <0.0971 8.56 27.5 0.788J <0.0982 0.0210J CS-1 0-2'11/14/22 6.26 48.7 0.962J 78.4 94.8 0.986J <0.126 0.0589 CS-2 0-2'11/14/22 4.54 27.5 <0.108 12.4 11.0 0.774J <0.109 0.0364J CS-3 0-2'11/14/22 3.68 30.0 0.178J 11.0 73.6 0.550J <0.105 <0.0219 CS-4 2-3'11/14/22 7.87 32.4 <0.108 28.4 14.8 0.817J <0.109 0.0668 CS-4-a 6-7'11/14/22 1.25J 21.0 <0.129 1.84J 22.9 0.330B J <0.131 <0.0272 CS-5 0-1'11/14/22 4.60 39.5 0.506J 30.9 61.1 0.785J <0.116 0.0731 CS-5 (DUP) 0-1'11/14/22 5.90 44.0 0.380J 31.5 67.3 0.704J <0.103 0.0502 CS-6 0-1'11/14/22 7.69 33.2 <0.106 26.6 46.8 0.827J <0.108 0.0638 CS-6-a 1-2.5'11/14/22 10.7 46.8 <0.102 37.0 46.9 0.882J <0.103 0.0669 CS-7 0-2'11/14/22 4.51 39.6 0.709J 15.2 52.8 0.607J <0.106 0.0390J CS-8 0-2'11/14/22 5.57 37.8 <0.101 13.1 15.8 0.876J <0.102 0.0458J 3 47,000 20 6.5 800 1,200 1,200 70 0.68 3,100 1.4 0.31 250 78 78 4.7 5.8 580 3 3.8 270 2.1 3.4 NL Units in milligrams per kilogram (mg/kg) <X.X = Less than the Method Detection Limit (MDL) shown NL = Not listed, No PSRG established RHB-PSRG = NCDEQ Residential Health Based PSRGs (January 2023) PG-PSRG = NCDEQ Protection of Groundwater PSRGs (January 2023) Pink shading indicates exceedance of Industrial/Commercial PSRG Orange shading indicates exceedance of Residential PSRG, but not the Industrial PSRG Yellow shading indicates exceedance of Protection of Groundwater PSRG Qualifiers B = The same analyte is found in the associate blank J = The indentification of the analyte is acceptable; the reported value is an estimate I/CHB-PSRG = NCDEQ Industrial/Commercial Health Based Preliminary Soil Remediation Goals (PSRGs) (January 2023) RHB-PSRG I/CHB-PSRG PG-PSRG Table 1A Soil Metal Detections (mg/kg) 450 POLO ROAD PROPERTY, WINSTON-SALEM, NC BROWNFIELDS PROJECT NO. 25052-21-034 Soil IDDepth (Ft)Date SampledAcenaphtheneAcenaphthyleneAnthraceneBenzidineBenzo(a)anthraceneBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(g,h,i)peryleneBenzo(a)pyreneChryseneDibenz(a,h)anthracene1,2-Dichlorobenzene3,3-DichlorobenzidineFluorantheneFluoreneHexachlorocyclopentadieneIndeno(1,2,3-cd)pyreneNaphthalenen-NitrosodimethylaminePhenanthreneBis(2-ethylhexyl)phthalateDi-n-butyl phthalatePyrene2,4-DimethylphenolSS-1 0-1'11/10/22 <0.00664 <0.00578 <0.00731 <0.0771C3 0.00876J 0.0185J <0.00729 0.00929J 0.0139J 0.0128J <0.0114 <0.0122 <0.0152 0.0191J <0.00668 <0.0216 <0.0116 <0.0103 <0.0609 0.0101J <0.0520 <0.0140 0.0182J <0.0107 SS-1-a 4-5'11/10/22 <0.00619 <0.00538 <0.00681 <0.0719C3 <0.00674 <0.00713 <0.00680 <0.00699 <0.00711 <0.00760 <0.0106 <0.0113 <0.0141 <0.00690 <0.00622 <0.0135 <0.0108 <0.00960 <0.0567 <0.00759 <0.0484 <0.0131 <0.00744 <0.00999SS-2 0-1'11/10/22 <0.00738 <0.00642 <0.00812 <0.0857C3 <0.00803 0.0155J <0.00810 <0.00834 0.0106J 0.0118J <0.0126 <0.0135 <0.0168 0.0175J <0.00742 <0.0240 <0.0129 0.0840 <0.0676 0.0133J <0.0578 <0.0156 0.0162J <0.0119SS-2 (DUP)0-1'11/10/22 <0.00712 <0.00619 <0.00783 <0.0827C3 0.00791J 0.0161J <0.00782 <0.00804 0.0111J 0.0112J <0.0122 <0.0130 <0.0162 0.0178J <0.00716 <0.0231 <0.0124 <0.0110 <0.0653 0.00910J <0.0557 <0.0151 0.0162J <0.0115SS-2-a 4-5'11/10/22 <0.00705 <0.00614 <0.00776 <0.0819C3 <0.00768 <0.00812 <0.00775 <0.00797 <0.00810 <0.00866 <0.0121 <0.0129 <0.0161 <0.00786 <0.00709 <0.0229 <0.0123 <0.0109 <0.0646 <0.00865 <0.0552 <0.0149 <0.00848 <0.0114 SS-2-a (DUP)4-5'11/10/22 <0.00702 <0.00611 <0.00773 <0.0816C3 J6 <0.00765 <0.00809 <0.00771 <0.00794 <0.00807 <0.00863 <0.0120 <0.0129 <0.0160 <0.00783 <0.00706 <0.0228 <0.0123 <0.0109 <0.0644 <0.00861 <0.0550 <0.0149 <0.00844 <0.0113 SS-3 0-1'11/10/22 <0.00656 <0.00571 <0.00721 <0.0762C3 <0.00714 <0.00756 <0.00720 <0.00741 <0.00753 <0.00805 <0.0112 <0.0120 <0.0150 <0.00731 <0.00659 <0.0213 <0.0114 <0.0102 <0.0601 <0.00804 0.0811J <0.0139 <0.00788 <0.0106 SS-3 (DUP)0-1'11/10/22 <0.00815 <0.00709 <0.00897 <0.0947C3 <0.00888 <0.00939 <0.00895 <0.00921 <0.00936 <0.0100 <0.0140 <0.0149 <0.0186 <0.00909 <0.00820 <0.0265 <0.0142 <0.0126 <0.0747 <0.0100 <0.0638 <0.0172 <0.00980 <0.0132SS-3-a 4-5'11/10/22 <0.00596 <0.00519 <0.00656 <0.0693C3 <0.00649 <0.00687 <0.00655 <0.00674 <0.00685 <0.00732 <0.0102 <0.0109 <0.0136 <0.00665 <0.00600 <0.0194 <0.0104 <0.00925 <0.0546 <0.00731 0.0481J <0.0126 <0.00717 <0.00962SS-3-a (DUP)4-5'11/10/22 <0.00804 <0.00700 <0.00885 <0.0934C3 <0.00876 <0.00927 <0.00883 <0.00909 <0.00924 <0.00988 <0.0138 0.0273J <0.0184 <0.00897 <0.00809 <0.0261 <0.0140 <0.0125 <0.0737 <0.00986 <0.0630 <0.0170 <0.00967 <0.0130SS-4 0-1'11/10/22 <0.00753 <0.00655 <0.00828 <0.0874C3 <0.00820 <0.00867 <0.00827 <0.00850 <0.00864 <0.00924 <0.0129 <0.0138 <0.0172 <0.00839 <0.00757 <0.0244 <0.0131 <0.0117 <0.0690 <0.00923 <0.0589 <0.0159 <0.00905 <0.0121SS-4-a 4-5'11/10/22 <0.00905 <0.00788 <0.00996 <0.105C3 <0.00986 <0.0104 <0.00994 <0.0102 <0.0104 <0.0111 <0.0155 <0.0166 <0.0207 <0.0101 <0.00910 <0.0294 <0.0158 <0.0140 <0.0830 <0.0111 <0.0709 <0.0191 <0.0109 <0.0146 SS-5 0-1'11/10/22 <0.00794 <0.00691 <0.00873 <0.0922C3 <0.00864 <0.00915 <0.00872 <0.00897 <0.00912 <0.00975 <0.0136 <0.0145 <0.0181 <0.00885 <0.00798 <0.0258 <0.0139 <0.0123 <0.0728 <0.00973 <0.0621 <0.0168 <0.00954 <0.0128 SS-5-a 4-5'11/10/22 0.00759J <0.00624 <0.00789 <0.0832C3 <0.00781 <0.00826 <0.00787 <0.00810 <0.00823 <0.00880 <0.0123 <0.0131 <0.0164 <0.00799 0.00812J <0.0233 <0.0125 0.0863 <0.0657 0.0146J <0.0561 <0.0152 <0.00862 <0.0116 SS-6 0-1'11/10/22 <0.00788 <0.00686 <0.00867 <0.0915C3 <0.00858 <0.00908 <0.00866 <0.00891 <0.00905 <0.00968 <0.0135 <0.0144 <0.0180 <0.00879 <0.00793 <0.0256 <0.0138 <0.0122 <0.0722 <0.00967 <0.0617 <0.0167 <0.00948 <0.0127SS-6-a 4-5'11/10/22 <0.00650 <0.00565 <0.00715 <0.0755C3 <0.00707 <0.00748 <0.00714 <0.00734 <0.00746 <0.00798 <0.0111 <0.0119 <0.0148 <0.00724 <0.00653 <0.0211 <0.0113 <0.0101 <0.0595 <0.00797 <0.0509 <0.0137 <0.00781 <0.0105SS-7 0-1'11/10/22 0.971 0.0445 1.51 <0.0794C3 3.77 4.54 0.888 0.768 3.31 3.30 0.238 <0.0125 <0.0156 9.40 0.774 <0.0222 1.01 0.416 <0.0626 8.08 <0.0535 <0.0145 6.59 <0.0110SS-7-a 4-5'11/10/22 <0.00667 <0.00581 <0.00734 <0.0775C3 <0.00727 <0.00769 <0.00733 <0.00754 <0.00766 <0.00820 <0.0114 <0.0122 <0.0152 <0.00744 <0.00671 <0.0217 <0.0117 <0.0104 <0.0612 <0.00818 <0.0522 <0.0141 <0.00802 <0.0108 SS-8 0-1'11/10/22 <0.00744 <0.00648 <0.00819 <0.0865C3 0.00977J 0.0225J <0.00818 0.0111J 0.0138J 0.0142J <0.0127 <0.0136 <0.0170 0.0246J <0.00749 <0.0242 <0.0130 <0.0115 <0.0682 0.0101J <0.0583 <0.0157 0.0227J <0.0120 SS-8-a 4-5'11/10/22 <0.00612 <0.00533 <0.00673 <0.0711C3 <0.00667 <0.00705 <0.00672 <0.00692 <0.00703 <0.00752 <0.0105 <0.0112 <0.0140 <0.00682 <0.00615 <0.0199 <0.0107 <0.00949 <0.0561 <0.00751 <0.0479 <0.0129 <0.00736 <0.00988 CS-1 0-2'11/14/22 <0.00783 <0.00681 <0.00861 <0.0909C3 0.00894J 0.0170J <0.00859 <0.00884 0.00968J <0.00961 <0.0134 <0.0143 <0.0179 0.0190J <0.00787 <0.0254 <0.0137 <0.0121 <0.0717C3 0.0132J <0.0613 0.0189J 0.0179J <0.0126C3CS-2 0-2'11/14/22 <0.00678 <0.00590 <0.00746 <0.0787 0.00951J 0.0184J <0.00744 <0.00766 0.0136J 0.0110J <0.0116 <0.0124 <0.0155 0.0205J <0.00682 <0.0220 <0.0118 <0.0105 <0.0621 0.0111J <0.0531 <0.0143 0.0200J <0.0109 CS-3 0-2'11/14/22 <0.00656 0.0105J <0.00722 <0.0762 0.0241J 0.0488 0.0156J 0.0293J 0.0353J 0.0319J <0.0112 <0.0120 <0.0150 0.0548 <0.00660 <0.0213 0.0312J <0.0102 <0.0601 0.0313J <0.0514 0.0173J 0.0469 <0.0106 CS-4 2-3'11/14/22 <0.00679 <0.00591 <0.00748 <0.0789 <0.00740 <0.00783 <0.00746 <0.00768 <0.00780 <0.00835 <0.0116 <0.0124 <0.0155 <0.00758 <0.00683 <0.0221 <0.0119 <0.0105 <0.0623 <0.00833 <0.0532 <0.0144 <0.00817 <0.0110 CS-4-a 6-7'11/14/22 <0.00814 <0.00709 <0.00896 <0.0946 <0.00887 <0.00938 <0.00895 <0.00920 <0.00935 <0.0100 <0.0139 <0.0149 <0.0186 <0.00908 <0.00819 <0.0264 <0.0142 <0.0126 <0.0746 <0.00999 <0.0638 <0.0172 <0.00979 <0.0131 CS-5 0-1'11/14/22 0.103 2.07 0.629 <0.167 1.75 6.95 1.46 1.84 5.12 2.04 0.604 <0.0263 <0.0329 2.16 0.152 <0.0468 2.36 0.220 <0.132 0.757 <0.113 <0.0305 2.63 <0.0232 CS-5 (DUP)0-1'11/14/22 0.0512J 0.0677J 0.105 <0.150 0.280 0.390 0.127 0.101 0.286 0.291 0.0315J <0.0236 <0.0294 0.581 0.0434J <0.0419 0.122 0.0230J <0.118 0.416 <0.101 <0.0273 0.484 <0.0208 CS-6 0-1'11/14/22 0.0644J 0.496 0.340 <0.156J6 1.09J6 1.73J6 0.494 0.831J3 J6 1.53J6 1.32J6 0.243 <0.0245 <0.0306J3 1.47J6 0.189 <0.0436J6 0.882J6 0.167 <0.123 1.54J6 <0.105 <0.0284 1.94J6 <0.0217 CS-6-a 1-2.5'11/14/22 0.0200J 0.252 0.135 <0.149 0.519 0.789 0.274 0.313 0.711 0.645 0.0937 <0.0235 <0.0293 0.771 0.0612J <0.0417 0.346 0.0361J <0.118 0.606 <0.100 <0.0271 0.981 <0.0207 CS-7 0-2'11/14/22 <0.00658 0.00917J <0.00724 <0.0764 0.0354J 0.0580 0.0186J 0.0297J 0.0408 0.0446 <0.0113 <0.0121 <0.0150 0.0708 <0.00662 <0.0214 0.0286J <0.0102 <0.0603 0.0379J <0.0515 <0.0139 0.0624 <0.0106 CS-8 0-2'11/14/22 <0.00636 0.0114J <0.00699 <0.0738 0.0202J 0.0493 0.0143J 0.0269J 0.0304J 0.0269J <0.0109 <0.0116 <0.0145 0.0525 <0.00639 <0.0206 0.0278J <0.00986 <0.0583 0.0213J <0.0498 <0.0134 0.0479 <0.0103 9,000 NL 45,000 0.01 21 21 210 NL 2.1 2,100 2.1 2,000 5.1 6,000 6,000 1.60 21 8.8 0.035 NL 160 16000 4,500 3,300 720 NL 3,600 0.00053 1.1 1.1 11 NL 0.11 110 0.11 380 1.2 480 480 0.38 1.1 2.1 0.002 NL 39 1300 360 250 16 NL 1,300 0.0000079 0.35 1.2 12 NL 0.12 36 0.38 0.39 0.01 670 110 2.6 3.9 0.39 0.0000034 NL 14 35 440 2.4Units in milligrams per kilogram (mg/kg) <X.X = Less than the Method Detection Limit (MDL) shownNL= Not listed, No PSRG established I/CHB-PSRG = NCDEQ Industrial/Commercial Health Based Preliminary Soil Remediation Goals (PSRGs) (January 2023) RHB-PSRG = NCDEQ Residential Health Based PSRGs (January 2023) PG-PSRG = NCDEQ Protection of Groundwater PSRGs (January 2023) Pink shading indicates exceedance of Industrial/Commercial PSRG Orange shading indicates exceedance of Residential PSRG, but not the Industrial PSRGYellow shading indicates exceedance of Protection of Groundwater PSRG QualifiersC3 = The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method sensitivity check is acceptableJ = The indentification of the analyte is acceptable; the reported value is an estimate J3 = The associated batch QC was outside the established quality control range for precisionJ6 = The sample matrix interfered with the ability to make any accurate determination; spike value is low PG-PSRG I/CHB-PSRG RHB-PSRG SVOCs Table 1B(a) Soil Organic Detections (SVOCs) mg/kg 450 POLO ROAD PROPERTY, WINSTON-SALEM, NC BROWNFIELDS PROJECT NO. 25052-21-034 Soil IDDepth (Ft)Date SampledAcetoneAcrylonitrileBenzeneBromodichloromethaneBromomethanesec-Butylbenzenetert-ButylbenzeneChlorodibromomethaneChloroethaneChloroformChloromethane4-Chlorotoluene1,2-Dibromo-3-ChloropropaneDibromomethane1,4-DichlorobenzeneDichlorodifluoromethanecis-1,3-Dichloropropene2,2-DichloropropaneEthylbenzeneIsopropylbenzene (Cumene)p-Isopropyltoluene4-Methyl-2-pentanone (MIBK)Naphthalenen-PropylbenzeneStyrene1,1,2,2-TetrachloroethaneTetrachloroetheneToluene1,2,3-Trichlorobenzene1,2,4-Trichlorobenzene1,1,1-TrichloroethaneTrichlorofluoromethane1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneVinyl chlorideXylenes, TotalSS-1 0-1'11/10/22 <0.0588 <0.00581 <0.000752 <0.00117 <0.00318 <0.00465 <0.00314C3 <0.000338 <0.00273 <0.00165 <0.00701 <0.000725 <0.00629C3 <0.00121 <0.00113 <0.00259 <0.00122J4 <0.00223 <0.00119 <0.000685 <0.00411 <0.00367 <0.00787 <0.00152 <0.000368 <0.00112 0.00608 0.00757J <0.0118 <0.00709 <0.00148 <0.00133 <0.00255 <0.00322 <0.00187 0.00613B JSS-1-a 4-5'11/10/22 <0.0478 <0.00473 <0.000611 <0.000949 <0.00258 <0.00377 <0.00255C3 <0.000801 <0.00223 <0.00135 <0.00570 <0.000589 <0.00511C3 <0.000982 <0.000917 <0.00211 <0.000991J4 <0.00181 <0.000965 <0.000556 0.00831 <0.00299 <0.00639 <0.00124 <0.000300 <0.000910 0.00329 <0.00170 <0.00960 <0.00576 <0.00121 <0.00108 <0.00207 <0.00262 <0.00152 <0.00115 SS-2 0-1'11/10/22 <0.0646 <0.00639 <0.000826 <0.00128 <0.00348 <0.00509 <0.00345C3 <0.00108 <0.00301 <0.00182 <0.00770 <0.000796 <0.00690C3 <0.00133 <0.00124 <0.00285 <0.00134J4 <0.00244 0.00200B J <0.000752 0.00716J <0.00403 <0.00863 <0.00168 <0.000405 <0.00123 <0.00159 <0.00230 <0.0130 <0.00778 <0.00163 <0.00146 <0.00279 <0.00354 <0.00205 0.00188B JSS-2 (DUP)0-1'11/10/22 <0.0607J3 J4 <0.00600J3 <0.000776 <0.00120 <0.00327 <0.00479 <0.00324 <0.00102C3 <0.00283 <0.00171 <0.00723 <0.000748 <0.00648J3 <0.00125 <0.00116 <0.00268 <0.00126 <0.00229 <0.00122 <0.000706 0.00789J <0.00379 <0.00811J3 <0.00158 <0.000381 <0.00116C3 <0.00149 <0.00216 <0.0122C4 <0.00731J3 <0.00153 <0.00137 <0.00263 <0.00332 <0.00193 <0.00146 SS-2-a 4-5'11/10/22 <0.0652 <0.00645 <0.000835 <0.00130 <0.00353 <0.00514 <0.00348 <0.00109 <0.00304 <0.00183 <0.00778 <0.000805 <0.00697C3 <0.00134 <0.00125 <0.00288 <0.00135J4 <0.00247 <0.00132 <0.000759 <0.00455 <0.00408 <0.00871 <0.00169 <0.000410 <0.00124 0.00558 <0.00232 <0.0131 <0.00786 <0.00164 <0.00148 <0.00283 <0.00357 <0.00207 <0.00157 SS-2-a (DUP)4-5'11/10/22 <0.0606J3 J4 <0.00598J3 <0.000775 <0.00120 <0.00327 <0.00478 <0.00324 <0.00101C3 <0.00282 <0.00171 <0.00721 <0.000746 <0.00647J3 <0.00124 <0.00116 <0.00266 <0.00125 <0.00230 <0.00122 <0.000705 <0.00422 <0.00378 <0.00810J3 <0.00157 <0.000379 <0.00115C3 <0.00149 <0.00215 <0.0121C4 <0.00730J3 <0.00153 <0.00137 <0.00261 <0.00332 <0.00193 <0.00146 SS-3 0-1'11/10/22 <0.0528 <0.00522 <0.000675 <0.00105 <0.00285 <0.00416 <0.00282C3 <0.000885 <0.00246 <0.00149 <0.00629 <0.000651 <0.00564C3 <0.00108 <0.00101 <0.00233 <0.00109J4 <0.00199 <0.00107 <0.000614 0.00704J <0.00330 <0.00705 <0.00137 <0.000331 <0.00100 0.00422 <0.00188 <0.0106 <0.00636 <0.00133 <0.00120 <0.00228 <0.00289 <0.00168 <0.00127 SS-3 (DUP)0-1'11/10/22 <0.0745J3 J4 <0.00737J3 <0.000953 <0.00148 <0.00402 <0.00587 <0.00398 <0.00125C3 <0.00347 <0.00210 <0.00886 <0.000918 <0.00795J3 <0.00153 <0.00143 <0.00329 <0.00154 <0.00281 <0.00150 <0.000866 <0.00521 <0.00464 <0.00995J3 <0.00194 <0.000466 <0.00142 C3 <0.00183 <0.00264 <0.0149C4 <0.00896J3 <0.00188 <0.00169 <0.00323 <0.00408 <0.00236 <0.00179 SS-3-a 4-5'11/10/22 <0.0523 <0.00517 <0.000669 <0.00104 <0.00282 <0.00413 <0.00280C3 <0.000877 <0.00244 <0.00148 <0.00624 <0.000645 <0.00559C3 <0.00108 <0.00100 <0.00231 <0.00108J4 <0.00198 <0.00106 0.00086J 0.00724 <0.00327 <0.00700 <0.00136 <0.000329 <0.000996 0.00484 <0.00186 <0.0105 <0.00631 <0.00133 <0.00119 <0.00227 <0.00287 <0.00166 <0.00127 SS-3-a (DUP)4-5'11/10/22 <0.0727J3 J4 <0.00719J3 <0.000930 <0.00144 <0.00392 <0.00574 <0.00388 <0.00122C3 <0.00339 <0.00205 <0.00866 <0.000896 <0.00777J3 <0.00149 <0.00139 <0.00321 <0.00151 <0.00275 <0.00147 0.000928J <0.00508 <0.00454 <0.00972J3 <0.00189 <0.000456 <0.00138C3 <0.00178 <0.00259 <0.0146C4 <0.00876J3 <0.00184 <0.00165 <0.00315 <0.00398 <0.00231 <0.00175 SS-4 0-1'11/10/22 <0.0686 <0.00679 <0.000877 <0.00136 <0.00370 0.00583B J <0.00367C3 <0.00115 <0.00319 <0.00193 <0.00817 <0.000845 <0.00732C3 <0.00141 <0.00131 <0.00303 <0.00142J4 <0.00259 <0.00138 0.000939J <0.00478 <0.00429 <0.00916 <0.00179 <0.000431 <0.00131 0.00446J <0.00245 <0.0138 <0.00826 <0.00173 <0.00155 <0.00296 <0.00376 <0.00218 <0.00165 SS-4-a 4-5'11/10/22 <0.0872 <0.00862 <0.00112 <0.00173 <0.00471 <0.00689 <0.00466 <0.00146 <0.00405 <0.00246 <0.0104 <0.00108 <0.00933C3 <0.00179 <0.00167 <0.00384 <0.00181J4 <0.00330 <0.00176 <0.00101 <0.00609 <0.00546 <0.0117 <0.00227 <0.000548 <0.00166 0.00855 0.00377J <0.0175 <0.0105 <0.00221 <0.00198 <0.00377 <0.00478 <0.00277 <0.00210 SS-5 0-1'11/10/22 <0.0730 <0.00722 <0.000934 <0.00145 <0.00394 <0.00576 <0.00390C3 <0.00122 <0.00340 <0.00206 <0.00870 <0.000900 <0.00780C3 <0.00150 <0.00140 <0.00322 <0.00151J4 <0.00276 <0.00147 0.00135J 0.00518J <0.00456 <0.00976 <0.00190 <0.000458 <0.00139 0.00526 <0.00260 <0.0147 <0.00880 <0.00185 <0.00165 <0.00316 <0.00400 <0.00232 <0.00176 SS-5-a 4-5'11/10/22 <0.0612 <0.00605 <0.000783 <0.00121 <0.00330 <0.00483 <0.00327C3 <0.00103 <0.00285 <0.00173 <0.00729 <0.000754 <0.00654C3 <0.00126 <0.00117 <0.00270 <0.00127J4 <0.00231 <0.00124 0.00127J <0.00427 <0.00382 <0.00818 <0.00159 <0.000384 <0.00116 0.00414J <0.00218 <0.0123 <0.00737 <0.00155 <0.00139 <0.00265 <0.00335 <0.00194 <0.00147 SS-6 0-1'11/10/22 <0.0734 <0.00726 <0.000940 <0.00146 <0.00396 <0.00580 <0.00392C3 <0.00123 <0.00342 <0.00207 <0.00875 <0.000905 <0.00785C3 <0.00151 <0.00141 <0.00324 <0.00152J4 <0.00278 <0.00148 <0.000855 <0.00513 <0.00459 <0.00982 <0.00191 <0.000461 <0.00140 0.00384J <0.00262 <0.0147 <0.00885 <0.00186 <0.00166 <0.00318 <0.00402 <0.00233 <0.00177 SS-6-a 4-5'11/10/22 <0.0524 <0.00519 <0.000671 <0.00104 <0.00283 <0.00414 <0.00280C3 <0.000879 <0.00244 <0.00148 <0.00625 <0.000646 <0.00560C3 <0.00108 <0.00101 <0.00231 <0.00109J4 <0.00198 <0.00106 <0.000611 0.00460J <0.00328 <0.00701 <0.00136 <0.000329 <0.000998 0.00521 <0.00187 <0.0105 <0.00632 <0.00133 <0.00119 <0.00227 <0.00287 <0.00167 <0.00126 SS-7 0-1'11/10/22 <0.0572 <0.00566 <0.000732 <0.00114 <0.00309 0.00477B J <0.00306C3 <0.000959 <0.00266 <0.00161 <0.00682 <0.000705 <0.00611C3 <0.00118 <0.00110 <0.00252 <0.00119J4 <0.00216 <0.00116 <0.000666 0.00547J <0.00357 <0.00765 <0.00149 <0.000359 <0.00109 <0.00140 0.00215J <0.0115 <0.00690 <0.00145 <0.00130 <0.00248 <0.00314 <0.00182 <0.00138 SS-7-a 4-5'11/10/22 <0.0562J3 J4 <0.00566J3 <0.000719 <0.00112 <0.00303 <0.00443 <0.00300 <0.000942C3 <0.00262 <0.00159 <0.00670 <0.000693 <0.00600J3 <0.00115 <0.00108 <0.00248 <0.00117 <0.00212 <0.00113 <0.000654 <0.00393 <0.00351 <0.00751J3 <0.00146 <0.000353 <0.00107C3 <0.00138 <0.00200 <0.0113C4 <0.00677J3 <0.00142 <0.00127 <0.00243 <0.00308 <0.00179 <0.00135 SS-8 0-1'11/10/22 0.123C5 J3 J4 <0.00745J3 <0.000965 <0.00150 <0.00406 <0.00594 <0.00403 <0.00126C3 <0.00350 <0.00213 <0.00899 <0.000930 <0.00806J3 <0.00155 <0.00145 <0.00332 <0.00156 <0.00284 <0.00152 <0.000879 <0.00527 0.00527J <0.0101J3 <0.00196 <0.000472 <0.00144C3 <0.00185 <0.00269 <0.0151C4 <0.00909J3 <0.00191 <0.00171 <0.00327 <0.00413 <0.00240 0.00181JSS-8-a 4-5'11/10/22 <0.0509J3 J4 <0.00504J3 <0.000651 <0.00101 <0.00275 <0.00402 <0.00272 <0.000854C3 <0.00238 <0.00143 <0.00607 <0.000629 <0.00544J3 <0.00105 <0.000977 <0.00225 <0.00106 <0.00192 <0.00103 <0.000593 <0.00356 <0.00318 <0.00681J3 <0.00132 <0.000319 <0.000969C3 <0.00125 <0.00181 <0.0102C4 <0.00614J3 <0.00128 <0.00115 <0.00220 <0.00279 <0.00162 <0.00123 CS-1 0-2'11/14/22 <0.0827 <0.00818 0.00296 <0.00164J4 <0.00446 <0.00653J4 <0.00443 <0.00139 <0.00385 0.00760 <0.00987 <0.00102J4 <0.00885 <0.00170J40.00221B J <0.00365 <0.00114 <0.00314 <0.00167 0.00113B J J4 0.0170 <0.00517 <0.0111 <0.00216J4 0.00192B J <0.00158 <0.00203 0.0229 <0.0166C4 <0.00998 <0.00209J4 <0.00187 0.00403J <0.00454J4 <0.00263 0.0158CS-2 0-2'11/14/22 <0.0562 <0.00556 <0.000719 <0.00112 <0.00303C3 <0.00444 <0.00300 <0.000942 <0.00261C3 J4 0.00400 <0.00670C3 <0.000693 <0.00601 <0.00116 <0.00108 <0.00248C3 <0.00117 <0.00213C3 <0.00114 <0.000654 <0.00393 <0.00352 <0.00752 <0.00146 <0.000353 <0.00107 <0.00138 <0.00201 <0.0113 <0.00678J4 <0.00142 <0.00127C3 <0.00243 <0.00308 <0.00178C3 J4 0.00139JCS-3 0-2'11/14/22 <0.0537 <0.00532 <0.000687 <0.00107 <0.00290C3 <0.00424 <0.00287 <0.000900 <0.00250C3 J4 0.00357J <0.00640C3 <0.000663 <0.00575 <0.00110 <0.00103 <0.00237C3 <0.00111 <0.00203C3 <0.00108 <0.000626 <0.00376 <0.00336 <0.00719 <0.00140 <0.000337 <0.00102 <0.00132 <0.00192 <0.0108 <0.00647J4 <0.00136 <0.00122C3 <0.00233 <0.00294 <0.00170C3 J4 0.00180JCS-4 2-3'11/14/22 <0.0562 <0.00556 <0.000719 <0.00112 <0.00303C3 <0.00443 <0.00300 <0.000942 <0.00262C3 J4 0.00416 <0.00670C3 <0.000693 <0.00600 <0.00115 <0.00108 <0.00248C3 <0.00117 <0.00212C3 <0.00113 <0.000654 <0.00393 <0.00351 <0.00751 <0.00146 <0.000352 <0.00107 <0.00138 <0.00200 <0.0113 <0.00677J4 <0.00142 <0.00127C3 <0.00243 <0.00308 <0.00179C3 J4 0.00369JCS-4-a 6-7'11/14/22 <0.0740 <0.00732 <0.000946 <0.00147 <0.00399C3 <0.00584 <0.00395 <0.00124 <0.00344C3 J4 0.00496J <0.00881C3 <0.000912 <0.00790 <0.00152 <0.00142 <0.00326C3 <0.00153 <0.00280C3 <0.00149 <0.000861 <0.00517 <0.00462 <0.00989 <0.00193 <0.000464 <0.00141 <0.00182 0.00306J <0.0149 <0.00892J4 <0.00187 <0.00168C3 <0.00320 <0.00405 <0.00235C3 J4 <0.00178CS-5 0-1'11/14/22 <0.0645 <0.00637 <0.000825 <0.00128 <0.00348C3 <0.00508 <0.00345 <0.00108 <0.00300C3 J4 0.00459 <0.00767C3 <0.000793 <0.00688 <0.00132 <0.00124 <0.00284C3 <0.00134 <0.00244C3 <0.00130 0.000838J <0.00450 <0.00402 <0.00861 <0.00168 <0.000404 <0.00123 <0.00158 0.00261J <0.0129 <0.00777J4 <0.00163 <0.00146C3 <0.00279 <0.00353 <0.00205C3 J4 0.00238JCS-5 (DUP)0-1'11/14/22 <0.0509 <0.00504 <0.000651 <0.00101 <0.00275C3 <0.00402 <0.00272 <0.000854 <0.00237C3 J4 0.00321J <0.00607C3 <0.000628 <0.00544 <0.00105 <0.000976 <0.00225C3 0.00106 <0.00192C3 <0.00103 <0.000593 <0.00356 <0.00318 <0.00681 <0.00133 <0.000319 <0.000969 <0.00125 0.00232J <0.0102 <0.00614J4 <0.00129 <0.00115C3 <0.00220 <0.00279 <0.00162C3 J4 0.00487JCS-6 0-1'11/14/22 <0.0559 <0.00553 <0.000716 <0.00111 <0.00302C3 <0.00441 <0.00299 <0.000938 <0.00260C3 J4 0.00332J <0.00667C3 <0.000689 <0.00598 <0.00115 <0.00107 <0.00247C3 <0.00112 <0.00211C3 <0.00113 <0.000651 <0.00391 <0.00349 0.00834J <0.00146 <0.000351 <0.00106 <0.00137 0.00277J <0.0112 <0.00674J4 <0.00141 <0.00127C3 <0.00242 <0.00306 <0.00178C3 J4 0.00218JCS-6-a 1-2.5'11/14/22 0.154 <0.00509 <0.000659 <0.00102 <0.00278C3 <0.00406 <0.00275 <0.000863 <0.00240C3 J4 0.00346J <0.00614C3 <0.000635 <0.00550 <0.00106 <0.000988 <0.00227C3 <0.00104 <0.00195C3 0.00133J <0.000600 <0.00360 <0.00322 <0.00688 <0.00134 <0.000323 <0.000980 <0.00126 0.00219J <0.0103 <0.00621J4 <0.00130 <0.00117C3 <0.00223 <0.00282 <0.00164C3 J4 0.00161JCS-7 0-2'11/14/22 <0.0533 <0.00527 <0.000682 <0.00106 <0.00288C3 <0.00420 <0.00285 <0.000894 <0.00248C3 J4 0.00387 <0.00635C3 <0.000657 <0.00569 <0.00109 <0.00102 <0.00235C3 <0.00111 <0.00201C3 <0.00108 <0.000620 <0.00372 <0.00333 <0.00712 <0.00139 <0.000334 <0.00101 <0.00131 0.00274J <0.0107 <0.00642J4 <0.00135 <0.00121C3 <0.00231 <0.00292 <0.00169C3 J4 0.00206JCS-8 0-2'11/14/22 <0.0496 <0.00490 <0.000634 <0.000985 <0.00268C3 <0.00391 <0.00265 <0.000832 <0.00231C3 J4 0.00435 <0.00591C3 <0.000611 <0.00530 <0.00102 <0.000951<0.00219C3 <0.00103 <0.00187C3 <0.00100 0.000679J <0.00346 <0.00310 <0.00663 <0.00129 0.000781B J <0.000944 <0.00122 <0.00177 <0.00996 <0.00598J4 <0.00125 <0.00112C3 <0.00215 <0.00272 <0.00158C3 J4 <0.00120210,000 1.2 5.4 1.4 6.4 23,000 23,000 39 4,800 1.5 99 4,700 0.068 21 12 78 8.6 NL 27 2,100 NL 30,000 8.8 5,100 7,300 2.8 82 9,700 190 55 7,600 70,000 370 320 1.7 530 14,000 0.27 1.2 0.31 1.4 1,600 1,600 8.3 1,100 0.34 23 310 0.0056 5 2.8 18 1.9 NL 6.1 410 NL 7,000 2.1 780 1,200 0.64 17 990 13 12 1,700 4,700 63 56 0.061 12025 0.00028 0.01 0.0033 0.05 4.1 3.1 0.0021 17 0.39 0.015 0.46 0.00035 0.34 0.12 30 0.0029 NL 13 2.3 NL 0.45 0.39 2.6 1.5 0.0016 0.0063 8.3 0.33 4.1 1.4 25 12 11 0.00021 9.9Units in milligrams per kilogram (mg/kg)<X.X = Less than the Method Detection Limit (MDL) shownNL= Not listed, No PSRG established I/CHB-PSRG = NCDEQ Industrial/Commercial Health Based Preliminary Soil Remediation Goals (PSRGs) (January 2023)RHB-PSRG = NCDEQ Residential Health Based PSRGs (January 2023)PG-PSRG = NCDEQ Protection of Groundwater PSRGs (January 2023)Yellow shading indicates exceedance of Protection of Groundwater PSRG QualifiersB = The same analyte is found in the associate blankC3 = The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method sensitivity check is acceptableC4 = The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Data is likely to show a low bias concerning the result C5 = The reported concentration is an estimate. The continuing calibration standard with this data responded high. Data is likely to how a high bias concerning the result.J = The indentification of the analyte is acceptable; the reported value is an estimateJ3 = The associated batch QC was outside the established quality control range for precisionJ4 = The associated batch QC was outside the established quality control range for precision PG-PSRG Table 1B(b)Soil Organic Detections (VOCs) mg/kg 450 POLO ROAD PROPERTY, WINSTON-SALEM, NCBROWNFIELDS PROJECT NO. 25052-21-034 VOCs I/CHB-PSRG RHB-PSRG Sample IDDate SampledArsenicBariumCadmiumChromiumLeadSeleniumSilverMercuryMW-1 12/12/22 0.656B J 94.7 <0.150 <1.24 2.58 1.74B J <0.0700 <0.100 MW-2 12/13/22 2.11 127 <0.150 13.4 38.8 <0.300 <0.0700 1.29 MW-3 12/13/22 22.8 420 0.271J 19.3 239 3.32 0.109J 1.67 Dup-1 (MW-3)12/13/22 13.7 201 0.211J 12.6 119 1.66J 0.0957J 0.86 MW-4 12/13/22 14.1 854 0.427J 18.8 91.8 7.71 0.116J <0.100 MW-5 12/13/22 12.1 746 0.272J 7.57J 65.3 7.71 <0.0700 <0.100 MW-6 12/13/22 8.99J 224 0.265J 8.55J 40.5 5.22 <0.0700 <0.100 10 700 2 10 15 20 20 1 Units in micrograms per liter (µg/L) <X.X = Less than the Method Detection Limit (MDL) shown NL= Not listed, No Standard established Pink shading indicates exceedance of 2L Standard Qualifiers B = The same analyte is found in the associate blank J = The indentification of the analyte is acceptable; the reported value is an estimate 15A NCAC 2L Standard = 15A North Carolina Administrative Code (NCAC) 02L.0202 Groundwater Standards (2L Standards) (April 1, 2022) 15A NCAC 2L Standard Table 1C Groundwater Metal Detections (µg/L) 450 POLO ROAD PROPERTY, WINSTON-SALEM, NC BROWNFIELDS PROJECT NO. 25052-21-034 Soil IDDate SampledBenzidineNaphthalenen-NitrosodiphenylaminePhenanthrene2,4-Dimethylphenol4-NitrophenolAcetoneAcroleinBenzenen-Butylbenzenesec-Butylbenzene2-Chloroethyl vinyl etherChloroform1,2-Dibromoethane1,2-Dichloroethanecis-1,2-DichloroetheneDi-isopropyl etherEthylbenzeneHexachloro-1,3-butadieneIsopropylbenzenep-Isopropyltoluene4-Methyl-2-pentanone (MIBK)Methyl tert-butyl etherNaphthalenen-PropylbenzeneTetrachloroetheneToluene1,2,3-Trichlorobenzene1,2,4-TrichlorobenzeneTrichloroethene1,2,3-Trimethylbenzene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneXylenes, TotalMW-1 12/12/22 <3.74J4 0.373J <2.37 <0.112 <0.0636 <0.143J4 <11.3 <2.54C3 <0.0941 <0.157 <0.125 <0.575 <0.111 <0.126 <0.0819 <0.126 <0.105 <0.137 <0.337C3 <0.105 <0.120 <0.478 <0.101 <1.00C3 <0.0993 <0.300 <0.278 <0.230 <0.481C3 <0.190 <0.104 <0.322 <0.104 <0.174 MW-2 12/13/22 <3.74J4 <0.159 <2.37 <0.112 <0.0636 <0.143 <11.3J3 <2.54 0.205J <0.157 <0.125 <0.575 0.825J <0.126 0.21J <0.126 0.125J 0.187J <0.337J3 <0.105 <0.120 <0.478 <0.101 <1.00J3 0.133J 0.409J 0.852J <0.230J3 <0.481J3 0.241J 0.285J < 0.322 0.251J 0.661J MW-3 12/13/22 <3.74J4 11.9 <2.37 0.117J 0.881J <0.143 15.8J J3 <2.54 772 2.48 2.31 0.667J <0.111 29.4 97.1 0.186J 15.5 304 <0.337J3 15.7 1.15 8.15J <0.101 40.7J3 34.5 20.6 2330 <0.230J3 <0.481J3 <0.190 91.9 224 74.3 1110 Dup-1 (MW-3) 12/13/22 <3.74J4 15.5 <2.37 <0.112 <0.0636 <0.143 <11.3J3 <2.54 1300 2.26 2.07 0.894J <0.111 28.4 88.4 0.24J 14.4 297 <0.337J3 14.4 0.995J 7.68J <0.101 39.8J3 30.4 21.8 2160 <0.230J3 <0.481J3 <0.190 81.6 215 65.2 1040 MW-4 12/13/22 <3.74J4 <0.159 <2.37J4 <0.112 <0.0636 <0.143 <11.3J3 <2.54 <0.0941 <0.157 <0.125 <0.575 <0.111 <0.126 <0.0819 <0.126 <0.105 <0.137 <0.337J3 <0.105 <0.120 <0.478 <0.101 <1.00J3 <0.0993 <0.300 <0.278 <0.230J3 <0.481J3 <0.190 <0.104 <0.322 <0.104 <0.174 MW-5 12/13/22 <3.74J4 <0.159 <2.37J4 <0.112 <0.0636 <0.143 <11.3 <2.54C3 <0.0941 <0.157 <0.125 <0.575 <0.111 <0.126 <0.0819 <0.126 <0.105 <0.137 <0.337C3 <0.105 <0.120 <0.478 <0.101 <1.00C3 <0.0993 <0.300 <0.278 <0.230 <0.481C3 <0.190 <0.104 <0.322 <0.104 <0.174 MW-6 12/13/22 <3.74J4 <0.159 <2.37 <0.112 <0.0636 <0.143 <11.3J3 <2.54 0.145J <0.157 <0.125 <0.575 0.283J <0.126 0.143J <0.126 0.688J <0.137 <0.337J3 <0.105 <0.120 <0.478 0.238J <1.00J3 <0.0993 25.8 0.526J <0.230J3 <0.481J3 <0.190 <0.104 <0.322 <0.104 0.373JNL 6 NL 200 100 NL 6,000 NL 1 70 70 NL 70 0.02 0.4 70 70 600 0.4 70 25 100 20 6 70 0.7 600 NL 70 3 NL 400 400 500 Units in micrograms per liter (µg/L) <X.X = Less than the Method Detection Limit (MDL) shown NL= Not listed, No Standard established 15A NCAC 2L Standard = 15A North Carolina Administrative Code (NCAC) 02L.0202 Groundwater Standards (2L Standards) (April 1, 2022) Pink shading indicates exceedance of 2L Standard Qualifiers C3 = The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method sensitivity check is acceptableJ = The indentification of the analyte is acceptable; the reported value is an estimateJ3 = The associated batch QC was outside the established quality control range for precision J4 = The associated batch QC was outside the established quality control range for precision 15A NCAC 2L Standard VOCsSVOCs Table 1D Groundwater Organic Detections (SVOCs and VOCs) µg/L 450 POLO ROAD PROPERTY, WINSTON-SALEM, NC BROWNFIELDS PROJECT NO. 25052-21-034 Sample IDDate SampledAcetoneBenzene2-Butanone (MEK)n-Butylbenzenesec-ButylbenzeneCarbon disulfideCarbon tetrachlorideChloroformChloromethaneCyclohexaneDichlorodifluoromethane (F12)EthanolEthylbenzene4-Ethyltoluenen-Heptanen-HexaneIsopropylbenzene (Cumene)p-IsopropyltolueneNaphthalenePropenen-PropylbenzeneStyreneTetrachloroetheneTolueneTrichloroetheneTrichlorofluoromethane (F11)1,1,2-Trichlorotrifluoroethane (F113)1,2,4-Trimethylbenzene1,3,5-Trimethylbenzene2,2,4-Trimethylpentanem,p-Xyleneo-XyleneSG-1 12/21/22 2.3J 0.2J <0.3 1.4J <0.2 0.3J <0.3 <0.2 <0.1 <0.3 1.5J <1.2 2.1 1.0J 1.2J <0.2 0.2J 1.2J 1.0J 1.5 2.0 <0.2 <0.3 10 <0.3 1.1J <0.3 5.3 1.4J <0.2 10 <0.2 SG-2 12/21/22 31 0.1J <0.3 7.2 1.6J 0.4J <0.3 <0.2 0.9 2.2J 1.4J <1.2 2.0 3.9 <0.2 <0.2 0.8J 4.0 0.7J 4.0 1.6J 0.7J 2.4J 3.1 <0.3 <0.2 <0.3 18 5.4 2.5 9.8 4.6 SG-3 12/21/22 14 0.5J 1.7J <0.2 <0.2 0.4J 1.0J 1.5 <0.1 <0.3 1.3J <1.2 0.7J 1.2J <0.2 <0.2 0.2J 0.7J 0.7J 1.6 <0.2 <0.2 410 4.4 <0.3 <0.2 <0.3 4.9 1.3J <0.2 5.0 2.8 SG-4 12/21/22 13 0.3J <0.3 <0.2 <0.2 1.1J 1.7 1.7 <0.1 2.0J 1.3J <1.2 1.1J 1.0J 1.0J <0.2 <0.2 0.8J 0.5J 0.9J 0.4J <0.2 54 21 <0.3 1.4J <0.3 3.9 1.0J 0.4J 6.3 2.9 SG-5 12/21/22 <0.5 0.2J <0.3 <0.2 <0.2 0.6J <0.3 <0.2 <0.1 1.9J 1.6J <1.2 0.3J 0.3J <0.2 <0.2 <0.2 0.4J <0.2 1.5 <0.2 <0.2 37 7.8 <0.3 <0.2 <0.3 1.2J 0.3J <0.2 1.3J 0.7J SG-6 12/21/22 <0.5 0.3J <0.3 <0.2 <0.2 0.7J <0.3 <0.2 <0.1 2.0J <0.4 <1.2 0.4J <0.2 <0.2 <0.2 <0.2 0.4J <0.2 1.7 <0.2 <0.2 4.5 14 <0.3 <0.2 <0.3 1.0J 0.2J <0.2 1.2J 0.7J SG-7 12/21/22 4.5J 0.4J <0.3 0.5J <0.2 0.3J <0.3 <0.2 <0.1 0.9J 1.6J <1.2 0.9J 0.5J 0.7J <0.2 <0.2 0.4J <0.2 2.0 <0.2 <0.2 0.8J 9.0 <0.3 1.1J <0.3 2.1 0.5J <0.2 3.0 4.0 SG-8 12/21/22 <0.5 0.3J <0.3 0.7J <0.2 0.5J <0.3 0.6J <0.1 2.7J 1.6J <1.2 1.4J 0.6J <0.2 <0.2 <0.2 6.8 0.6J 1.9 0.2J <0.2 0.5J 12 <0.3 <0.2 <0.3 4.4 0.9J <0.2 6.8 3.5 SG-9 12/21/22 7.0 0.2J <0.3 <0.2 <0.2 3.6 <0.3 2.5 <0.1 1.2J 1.7J <1.2 0.7J <0.2 <0.2 <0.2 <0.2 12 0.6J <0.1 <0.2 <0.2 250 3.5 <0.3 2.0J 0.5J <0.2 <0.2 <0.2 1.5J 5.2 SG-10 1/27/23 350 100 <0.3 <0.2 <0.2 6.6 <0.3 4.1 <0.1 53 25 190 89 <0.2 70 230 <0.2 <0.2 <0.2 <0.1 <0.2 1,300 560 940 <0.3 13 <0.3 <0.2 <0.2 230 390 230 SG-Duplicate 12/21/22 1.8J 0.3J <0.3 0.3J <0.2 0.2J <0.3 0.9J <0.1 1.4J 1.4J <1.2 0.4J 0.3J <0.2 <0.2 <0.2 0.3J <0.2 <0.1 <0.2 <0.2 4.7 5.9 1.7J 1.1J <0.3 1.4J 0.4J <0.2 1.7J 0.8J Duplicate-2 1/27/22 380 120 <0.3 <0.2 <0.2 6.7 <0.3 4.7 <0.1 69 28 240 150 <0.2 83 260 <0.2 <0.2 <0.2 <0.1 <0.2 1,400 590 1,100 <0.3 8.9 <0.3 <0.2 <0.2 250 760 300 NL 12 35,000 NL NL 4,900 16 4.1 630 42,000 700 NL 37 NL 2,800 4,900 2,800 NL NL 21,000 7,000 7,000 280 35,000 14 NL NL 420 420 NL 700 700 NL 160 440,000 NL NL 61,000 200 53 7,900 88,000 8,800 NL 490 NL 35,000 61,000 35,000 NL NL 260,000 88,000 88,000 3,500 440,000 180 NL NL 5,300 5,300 NL 8,800 8,800 Units in micrograms per cubic meter (µg/m3) <X.X = Less than the Method Detection Limit (MDL) shown NL= Not listed, No Standard established SGSL = Soil Gas Screening Level Pink shading indicates exceedance of Residential SGSL Qualifiers J = Detected but below the RL; therefore, result is an estimated concentration. (1) NCDEQ Vapor Intrusion Sub-Slab and Exterior Soil Gas Screening Levels (January 2023) Residential SGSL(1) Non-Residential SGSL(1) Table 1E Soil Gas Detections (µg/m3) 450 POLO ROAD PROPERTY, WINSTON-SALEM, NC VOCs (TO-15) BROWNFIELDS PROJECT NO. 25052-21-034 Appendix IV – Work Plan Assessment, Soil Relocation and Final Grade Sampling and Analysis Plan Figures ^_ LEGEND ^_SITE LOCATION SCALE: DATE: PROJECT NUMBER FIGURE NO. 11 " = 1.0 miles 4-27-23Drawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\1_vicinity.mxd plotted by jsherrill 04-27-2023VICINITY MAP ³ REFERENCE: ESRI STREETMAP USA DATASETTHIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEYINFORMATION, UNLESS STATED OTHERWISE. Service Layer Credits: Sources: Esri, HERE, Garmin, USGS,Intermap, INCREMENT P, NRCan, Esri Japan, METI, EsriChina (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) 0 1 2Miles 23350213 450 POLO ROAD SITE 450 POLO ROAD WINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINA REFERENCE: USGS USA TOPO STREAMING DATASETGIS BASE LAYERS WERE OBTAINED FROM USGS NATIONAL MAP AND THE USFWSNATIONAL WETLANDS INVENTORY (NWI). THIS MAP IS FOR INFORMATIONALPURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEYARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. LEGEND SiteBoundaryExtract SCALE: DATE: PROJECT NUMBER FIGURE NO. 21 " = 500 ' 4-27-23Drawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\2_USGS TOPO.mxd plotted by jsherrill 05-02-2023USGS TOPOGRAPHIC MAP ³ Service Layer Credits: USGS The National Map: NationalBoundaries Dataset, 3DEP Elevation Program, GeographicNames Information System, National Hydrography 0 500 1,000(FEET) 23350213 450 POLO ROAD SITE 450 POLO ROAD WINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINA P O L O R D N CHERRY STMAY STDALTON STM C C A N L E S S S T SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.3 1 " = 100 ' 7-24-23 23350213450 POLO ROAD Site450 POLO ROADWINSTON-SALEM, FORSYTH County, North CarolinaDrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\3_CurrentSiteAerial.mxd plotted by jsherrill 07-24-20230 100 200 (FEET)CURRENT SITE AERIAL (FEBRUARY 14, 2023)³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE. MAY STDALTON STM C C A N L E S S S T P O L O R D UNDERGROUND DETENTION SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.4 1 " = 60 ' 7-26-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\4_ProposedSitePlan.mxd plotted by jsherrill 07-26-20230 60 120 (FEET)PROPOSED SITE PLAN³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). SITE PLAN FROM PITTMAN & GREER SITE PLAN DATED MAY 31, 2023. THIS MAPIS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATEDOTHERWISE. !A$ !A$ !A$ !A$ !A$ !A$ Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I "/ "/ !A !A !A !A !A !A !A !A P O L O R D N CHERRY STMAY STDALTONSTM C C A N L E S S S T MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 SS-1/SS-1-a/SG-1 SS-2/SS-2-a/SG-2 SS-3/SS-3-a/SG-3 SS-4/SS-4-a/SG-4 SS-5/SS-5-a/SG-5 SS-6/SS-6-a/SG-6 SS-7/SS-7-a/SG-7 SS-8/SS-8-a/SG-8 SG-9 SG-10 CS-1 CS-2 CS-3 CS-4/CS-4-a CS-5/CS-5-a CS-6/CS-6-a CS-7 CS-8 !A$MONITORING WELL LOCATION !A SOIL SAMPLE LOCATION "/SOIL-GAS SAMPLE LOCATION Ð"I SOIL AND SOIL GAS SAMPLE LOCATION SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.5 1 " = 75 ' 7-24-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\5_HistoricSampleLocations.mxd plotted by jsherrill 07-24-20230 75 150 (FEET)HISTORIC SAMPLING LOCATIONS³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). SITE PLAN FROM STIMMEL REZONING PLAN (RZ-1) DRAFT DATED JULY 20, 2022.THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYEDARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESSSTATED OTHERWISE. Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I !A !A !A !A !A !A !A !A SS-1 / SS-1-aDepth: 0-1' 4-5'Arsenic: 3.15 1.74Chromium: 8.82 5.51 J SS-2 / SS-2-aDepth: 0-1' 4-5'Arsenic: 1.77 5.43Chromium: 6.25 J 17.5 SS-3 / SS-3-aDepth: 0-1' 4-5'Arsenic: 3.41 1.61Chromium: 13.1 5.97 SS-4 / SS-4-aDepth: 0-1' 4-5'Arsenic: 7.86 1.05 JChromium: 33.4 8.42Tetrachloroethylene: 0.00446 J 0.00855 SS-5 / SS-5-aDepth: 0-1' 4-5'Arsenic: 8.68 10.8Chromium: 21.6 39.2 SS-6 / SS-6-aDepth: 0-1' 4-5'Arsenic: 15.3 11.4Chromium: 34.5 38.3 SS-7 / SS-7-aDepth: 0-1' 4-5'Arsenic: 4.82 5.30Chromium: 12.3 16.7Benzo(a)anthracene: 3.77 BDLBenzo(b)flouranthene: 4.54 BDLBenzo(a)pyrene: 3.31 BDLDibenz(a,h)anthracene: 0.238 BDL SS-8 / SS-8-aDepth: 0-1' 4-5'Arsenic: 6.94 5.38Chromium: 12.4 8.56 CS-4 / CS-4-aDepth: 2-3' 6-7'Arsenic: 7.87 1.25 JChromium: 28.4 1.84 J CS-6 / CS-6-aDepth: 0-1' 1-2.5' Arsenic: 7.69 10.7Chromium: 26.6 37.0Benzo(a)anthracene: 1.09 0.519Benzo(b)flouranthene: 1.73 0.789Benzo(a)pyrene: 1.53 0.711Dibenz(a,h)anthracene: 0.243 0.0937 CS-1Depth: 0-2'Arsenic: 6.26Chromium: 78.4 CS-2Depth: 0-2'Arsenic: 4.54Chromium: 12.4 CS-3Depth: 0-2'Arsenic: 3.68Chromium: 11.0 CS-5Depth: 0-1'Arsenic: 4.60Chromium: 30.9Benzo(a)anthracene: 1.75Benzo(b)flouranthene: 6.95Benzo(a)pyrene: 5.12Dibenz(a,h)anthracene: 0.604Indeno(1,2,3-cd)pyrene: 2.66 CS-7Depth: 0-2'Arsenic: 4.51Chromium: 15.2 CS-8Depth: 0-2'Arsenic: 5.57Chromium: 13.1 P O L O R D N CHERRY STMAY STDALTONSTM C C A N L E S S S T !A SOIL SAMPLE LOCATION Ð"I SOIL AND SOIL GAS SAMPLE LOCATION SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.6 1 " = 75 ' 7-24-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\6_SoilAnalyticalResults.mxd plotted by jsherrill 07-24-20230 75 150 (FEET)SOIL ANALYTICAL RESULTS³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). DATA FROM EAS BROWNFIELD ASSESSMENT REPORT, DATED MARCH 24, 2023,TABLES 1A, 1B(a) and 1B(b). THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALLFEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVILSURVEY INFORMATION, UNLESS STATED OTHERWISE. Notes:All concentrations are depicted in milligrams per kilogram (mg/kg)Values depicted in Bold exceed the Residential Health Based PSRG.Values depicted in Italics exceed the Protection of Groundwater PSRG.Values depicted in Red exceed the Industrial/Commercial PSRG. !A$ !A$ !A$ !A$ !A$ !A$ CS-7Depth: 0-2'Arsenic: 4.51Chromium: 15.2 MW-1All BDL MW-2Chromium: 13.4Lead: 38.8Mercury: 1.29 MW-3Aresnic: 22.8Chromium: 19.3Lead: 239Mercury: 1.67Naphthalene (SVOC): 11.9Naphthalene (VOC): 40.7Benzene: 7721,2-Dibromoethane: 29.41,2-Dichloroethane: 97.1Tetrachloroethylene: 20.6Toluene: 2,330Xylenes (tota): 1110 MW-4Arsenic: 14.1Barium: 854Chromium: 18.8Lead: 91.8 MW-5Arsenic: 12.1Barium: 746Lead: 65.3 MW-6Lead: 40.5Tetrachloroethylene: 25.8 P O L O R D N CHERRY STMAY STDALTONSTM C C A N L E S S S T !A$MONITORING WELL LOCATION SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.7 1 " = 75 ' 7-24-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\7_GWAnalyticalResults.mxd plotted by jsherrill 07-24-20230 75 150 (FEET)GROUNDWATER ANALYTICAL RESULTS³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). GROUNDWATER DATA FROM EAS BROWNFIELD ASSESSMENT REPORT, DATEDMARCH 24, 2023, TABLES 1C AND 1D. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY.ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVILSURVEY INFORMATION, UNLESS STATED OTHERWISE. Notes:All concentrations are depicted in micrograms per liter (µg/L)Values depicted exceed the 15A NCAC 2L Standard. Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I "/ "/ CS-7Depth: 0-2'Arsenic: 4.51Chromium: 15.2 SG-1All < Residential VISL SG-2All < Residential VISL SG-3Tetrachloroethylene: 410 SG-9All < Residential VISL SG-9Benzene: 100Ethylbenzene: 89Tetrachloroethylene: 560 SG-4All < Residential VISL SG-5All < Residential VISL SG-6All < Residential VISL SG-7All < Residential VISL SG-8All < Residential VISL P O L O R D N CHERRY STMAY STDALTONSTM C C A N L E S S S T "/SOIL-GAS SAMPLE LOCATION Ð"I SOIL AND SOIL GAS SAMPLE LOCATION SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.8 1 " = 75 ' 7-24-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\8_SGAnalyticalResults.mxd plotted by jsherrill 07-24-20230 75 150 (FEET)SOIL-GAS ANALYTICAL RESULTS³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). SOIL-GAS DATA FROM EAS BROWNFIELD ASSESSMENT REPORT, DATED MARCH24, 2023, TABLE 1E. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURELOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEYINFORMATION, UNLESS STATED OTHERWISE. Notes:All concentrations are depicted in micrograms per cubic meter(µg/m3 )Values depicted exceed the Residential NCDEQ Vapor Intrusion Screening Levels. Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I Ð"I !A !A !A !A !A !A !A !A SS-1 / SS-1-aDepth: 0-1' 4-5'Arsenic: 3.15 1.74Chromium: 8.82 5.51 J SS-2 / SS-2-aDepth: 0-1' 4-5'Arsenic: 1.77 5.43Chromium: 6.25 J 17.5 SS-3 / SS-3-aDepth: 0-1' 4-5'Arsenic: 3.41 1.61Chromium: 13.1 5.97 SS-4 / SS-4-aDepth: 0-1' 4-5'Arsenic: 7.86 1.05 JChromium: 33.4 8.42Tetrachloroethylene: 0.00446 J 0.00855 SS-5 / SS-5-aDepth: 0-1' 4-5'Arsenic: 8.68 10.8Chromium: 21.6 39.2 SS-6 / SS-6-aDepth: 0-1' 4-5'Arsenic: 15.3 11.4Chromium: 34.5 38.3 SS-7 / SS-7-aDepth: 0-1' 4-5'Arsenic: 4.82 5.30Chromium: 12.3 16.7Benzo(a)anthracene: 3.77 BDLBenzo(b)flouranthene: 4.54 BDLBenzo(a)pyrene: 3.31 BDLDibenz(a,h)anthracene: 0.238 BDL SS-8 / SS-8-aDepth: 0-1' 4-5'Arsenic: 6.94 5.38Chromium: 12.4 8.56 CS-4 / CS-4-aDepth: 2-3' 6-7'Arsenic: 7.87 1.25 JChromium: 28.4 1.84 J CS-6 / CS-6-aDepth: 2-3' 6-7'Arsenic: 7.69 10.7Chromium: 26.6 37.0Benzo(a)anthracene: 1.09 0.519Benzo(b)flouranthene: 1.73 0.789Benzo(a)pyrene: 1.53 0.711Dibenz(a,h)anthracene: 0.243 0.0937 CS-1Depth: 0-2'Arsenic: 6.26Chromium: 78.4 CS-2Depth: 0-2'Arsenic: 4.54Chromium: 12.4 CS-3Depth: 0-2'Arsenic: 3.68Chromium: 11.0 CS-5Depth: 0-1'Arsenic: 4.60Chromium: 30.9Benzo(a)anthracene: 1.75Benzo(b)flouranthene: 6.95Benzo(a)pyrene: 5.12Dibenz(a,h)anthracene: 0.604Indeno(1,2,3-cd)pyrene: 2.66 CS-7Depth: 0-2'Arsenic: 4.51Chromium: 15.2 CS-8Depth: 0-2'Arsenic: 5.57Chromium: 13.1 REMAINING SOILS LEFT IN PLACEAND "CAPPED" WITH 23,000 CYOF IMPORT MATERIAL EXISTING 6"-12" OF NORTHERNSITE MATERIALS TO BE RELOCATEDTO SOUTHERN PORTION (FILL AREA) P O L O R D N CHERRY STMAY STDALTONSTM C C A N L E S S S T !A SOIL SAMPLE LOCATION Ð"I SOIL AND SOIL GAS SAMPLE LOCATION SOILS TO BE RELOCATED DURING GRADING SITE BOUNDARY SCALE: DATE: PROJECT NUMBER FIGURE NO.9 1 " = 75 ' 7-24-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\9_ImpactedSoilRelocation.mxd plotted by jsherrill 07-24-20230 75 150 (FEET)IMPACTED SOIL RELOCATION DURING SITE GRADING³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). DATA FROM EAS BROWNFIELD ASSESSMENT REPORT, DATED MARCH 24, 2023,TABLES 1A, 1B(a) and 1B(b). THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALLFEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVILSURVEY INFORMATION, UNLESS STATED OTHERWISE. Notes:All concentrations are depicted in milligrams per kilogram (mg/kg)Values depicted in Bold exceed the Residential Health Based PSRG.Values depicted in Italics exceed the Protection of Groundwater PSRG.Values depicted in Red exceed the Industrial/Commercial PSRG. Appendix V – Development Schedule Construction Activities August September October November December January February March April May June July August September October EMP Approval by NCBRS Sediment and Erosion Control Site Grading Duke Power VIMS Review and Approval by NCBRS Utilities (water, sewer, electrical) Foundations (Footings, etc.) VIMS Installation Finished Grading Landscaping Pre-Occupancy VIMS Monitoring Final Building Inspections Resident Occupancy Post-Occupancy VIMS Monitoring and Reporting Notes: 1. Schedule shown above is preliminary and subject to change. 2. Development phases are based on information provided by the Prospective Developer to S&ME. 3. NCBRS = North Carolina Brownfields Redevelopment Section. 4. VIMS = Vapor Intrusion Mitigation System. Brownfields Assigned Project Name: 450 Polo Road Brownfields Project Number: 25052-21-034 Brownfields Property Address: 450 Polo Road, Winston-Salem, NC 27105 Preliminary Site Development / Construction Schedule - July 2023 - Environmental Management Plan 2023 2024 Appendix VI – Final Grade Sampling and Analysis Plan S&ME, Inc. | 2016 Ayrsley Town Boulevard, Suite 2-A | Charlotte, NC 28273 | p 704.523.4726 | www.smeinc.com August 18, 2023 North Carolina Department of Environmental Quality Brownfields Redevelopment Section (NCBRS) 217 West Jones Street Raleigh, North Carolina 27603 Attention: Mr. Seth Titley via email: seth.titley@deq.nc.gov Project Manager Reference: Final Grade Sampling and Analysis Plan 450 Polo Road, Winston-Salem, NC 27105 For-Rent-Only Townhomes Development Brownfields Project Name/No.: 450 Polo Road / 2052-21-034 S&ME Project No. 23350213 Dear Seth: S&ME, Inc. (S&ME) has prepared this Final Grade Sampling and Analysis Plan (Plan) on behalf of 450 Polo Road, LLC, the Prospective Developer (PD) for the development. The purpose of this Plan is to obtain North Carolina Department of Environmental Quality (NCDEQ), Brownfield Redevelopment Section (BRS) approval of the proposed soil sampling locations within the anticipated final development areas. The following sections provide the (1) regulatory requirements for the proposed sampling activities based on the BRS’s comments and the Environmental Management Plan (EMP) for the development, (2) proposed soil sampling methodologies and laboratory analyses and (3) estimated sampling and reporting schedule based on the current project construction schedule.  Proposed Development The proposed development is for 17 2-story and 3-story townhomes (“For-Rent-Only” residential units). The development will include a total of approximately 23,000 square feet (SF) of residential townhome/residential unit footprints, residence access sidewalks, landscaped areas surrounding the development and within the parking areas, paved parking areas and a Clubhouse area with a pool. Based on the EMP, approximately 23,400 cubic yards of imported fill will be brought onsite as part of the development based on the cut/fill calculations. Based on the most recent site plan included in the EMP, nearly 167,000 SF will be disturbed during site development and approximately 60,600 SF of the proposed development will be pervious areas (areas not “capped” by buildings, sidewalks, paved parking areas, etc.), as shown on Figure 1, which will be available for final grade soil quality sampling and analysis. Final Grade Sampling and Analysis Plan – 450 Polo Road Brownfields Project No.: 25052-21-034 August 18, 2023 Page 2 S&ME, Inc.  Soil Sampling Locations, Methodology and Laboratory Analysis Based on comments provided by NCBRS during August 2023, Figure 1 shows the sampling locations within the NCBRS-identified areas of the development and Table 1 summarizes the proposed soil sampling and analysis. The approximate square footage for Sampling Areas 1 through 7 are provided in Table 1 and summarized below:  Area 1 - 8,900 SF  Area 2 – 6,350 SF  Area 3 – 9,100 SF  Area 4 – 6,700 SF  Area 5 – 5,700 SF  Area 6 – 14,000 SF  Area 7 – 9,900 SF Soil sampling will be conducted in accordance with the sampling procedures outlined in the NCDEQ Inactive Hazardous Site Branch’s (IHSB) Guidelines for Assessment and Cleanup of Contaminated Sites (September 2022). Soil type, relative moisture content, and other lithologic characteristics will be documented in the field. Each soil sample will be composited from four aliquot locations by advancing a decontaminated hand auger to approximately 2-feet below ground surface (bgs) at each location. The soils from each sample location will be divided equally with one-half placed in a sealed plastic bag that is placed on ice within a cooler and the other half placed in a sealed plastic bag that is allowed to volatilize for approximately 5 to 10 minutes. After the volatilization period, the headspace of the second plastic bag (not placed on ice) will be screened for volatile vapors using a photo-ionization detector (PID). A grab sample for VOC analysis will be collected from the corresponding sealed plastic bag that had been stored on ice from the location exhibiting the highest PID reading. For composite sample collection, soils from the sealed plastic gas (placed on ice) from each set of borings will be composited using a decontaminated stainless-steel bowl and spoon via the sample homogenization procedures outlined in the U.S. Environmental Protection Agency’s SESDPROC-300-R3 (June 11, 2020) guidance. Therefore, S&ME proposes the following:  Seven (7) grab or discrete soil samples will be collected from the one to foot bgs interval for analysis of volatile organic compounds (VOCs) by EPA Method 8260. The grab or discrete soil sample will be selected based on field screening results (e.g., results from a PID, visual or olfactory observations).  Seven (7) composite samples (4-point composites) will be collected from each Sampling Area for analysis of semi-volatile organic compounds (SVOCs) by EPA Method 8270, the eight (8) Resource Conservation and Recovery Act (RCRA) metals by EPA Methods 6010/7471 and hexavalent chromium by EPA Method 7199.  Each composite soil sample will be comprised of a minimum of four (4) sub-samples (e.g., 4-point composite) collected from the ground surface to approximately 2 feet bgs.  The locations of the discrete samples sub-samples will be recorded using Global Positioning System (GPS) coordinates using a hand-held device (or equivalent) and identified on a map. Final Grade Sampling and Analysis Plan – 450 Polo Road Brownfields Project No.: 25052-21-034 August 18, 2023 Page 3 S&ME, Inc.  S&ME will collect one duplicate discrete sample and one composite sample for the analysis parameters detailed above per NCDEQ quality assurance/quality control (QA/QC) guidelines.  Sample Handling and Laboratory Quality Control Procedures Soil samples will be placed into laboratory-provided containers and submitted under strict chain-of-custody protocol to a NCDEQ and NELAP-certified analytical laboratory for analysis. Laboratory reporting limits (RLs) and method detection limits (MDLs) used by the designated laboratory will meet the applicable NCDEQ Division of Waste Management (DWM) PSRGs (January 2023), to the extent feasible. Concentrations detected between the RL and MDL will be reported as estimated values and flagged in the laboratory analytical report with a “J” qualified. Level II QA/QC will be reported by the laboratory in the analytical report deliverable.  Reporting After receipt and review of the laboratory analytical results (anticipated in August/September 2024), S&ME will prepare a Final Grade Sampling and Analysis Report (Report) for NCBRS’ review and approval. The Report will include the following:  Summary of the field activities and laboratory analytical results in a tabulated format including a figure showing the approximate sampling locations.  A comparison to the applicable NCDEQ Residential PSRGs.  Analytical results will be evaluated using the most up-to-date version of the NCDEQ Risk Calculator.  Copies of the laboratory analytical reports, field notes and tabulated PID results recorded during the sampling activities.  Closing Please contact the undersigned with any questions or comments regarding this Plan. Sincerely, S&ME, Inc. Lucas A. Barroso-Giachetti, P.E., CHMM Samuel P. Watts, P.G. North Carolina License No. 054857 Principal Geologist / Senior Environmental Consultant lbarroso@smeinc.com swatts@smeinc.com Attachments: Figure 1 – Proposed Final Grade Sampling Locations Table 1 – Summary of Sample Point Information - Final Grade Sampling and Analysis Plan Attachments !A !A !A !A !A !A !A !A !A !A !A !A !A !A !A !A !A!A !A !A !A !A !A !A !A !A !A !A MAY STDALTON STM C C A N L E S S S T P O L O R D SC-1-2 SC-2-4 SC-3-2 SC-5-4 SC-7-2 SC-6-3 SC-4-1 SC-1-1 SC-1-3 SC-1-4 SC-2-3 SC-2-2 SC-2-1 SC-3-4 SC-3-3 SC-3-1 SC-4-4SC-4-3 SC-4-2 SC-5-1 SC-5-2 SC-5-3 SC-6-4 SC-6-2 SC-6-1 SC-7-1 SC-7-3 SC-7-4 3 2 5 1 4 6 7 !A FINAL GRADE SOIL SUBSAMPLE LOCATION FINAL GRADE SAMPLING AREA SITE BOUNDARY PERVIOUS SURFACE / SAMPLING AREA SCALE: DATE: PROJECT NUMBER FIGURE NO.1 1 " = 60 ' 8-18-23 23350213450 POLO ROAD SITE450 POLO ROADWINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINADrawing Path: T:\Charlotte-1350\Projects\2023\23350213_Stratus Development Group_450 Polo Rd VIMS Design_Winston Salem NC\ENV\GIS\10_FinalGradeSamplingPlan.mxd plotted by jsherrill 08-18-20230 60 120 (FEET)PROPOSED FINAL GRADE SAMPLING LOCATIONS³ REFERENCE:GIS BASE LAYERS WERE OBTAINED FROM FORSYTH COUNTY AND/OR NEARMAP (DURHAMCOUNTY). SITE PLAN FROM PITTMAN & GREER SITE PLAN DATED MAY 31, 2023. THIS MAPIS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATEDOTHERWISE. 1 Date: 8/18/2023 Area 1 SB-1 8,900 Area 2 SB-2 6,350 Area 3 SB-3 9,100 Area 4 SB-4 6,700 Area 5 SB-5 5,700 Area 6 SB-6 14,000 Area 7 SB-7 9,900 SC-1-1 SC-1-2 SC-1-3 SC-1-4 SC-2-1 SC-2-2 SC-2-3 SC-2-4 SC-3-1 SC-3-2 SC-3-3 SC-3-4 SC-4-1 SC-4-2 SC-4-3 SC-4-4 SC-5-1 SC-5-2 SC-5-3 SC-5-4 SC-6-1 SC-6-2 SC-6-3 SC-6-4 SC-7-1 SC-7-2 SC-7-3 SC-7-4 DUP-GRAB Soil 1-2 1 VOCs Not Applicable Quality Assurance DUP-COMP Soil 0-2 1 SVOCs/ RCRA 8 Metals / Hexavalent Chromium Not Applicable Quality Assurance Notes: ft. BGS: Feet Below Ground Surface NCBRS: North Carolina Department of Environmental Quality (NCDEQ), Brownfields Redevelopment Section (NCBRS) VOCs: Volatile Organic Compounds SVOCs: Semi-Volatile Organic Compounds RCRA: Resource Conservation and Recovery Act See Figure 1 for Proposed Sample Locations and proposed Sampling Areas 1 through 7. The analytical results will be compared to the NCDEQ Residential Preliminary Soil Remediation Goals (PSRGs). Seven (7) composite samples (4-point composites) will be collected from each sampling area for analysis of SVOCs by EPA Method 8270, the eight (8) Resource RCRA metals by EPA Methods 6010/7471 and hexavalent chromium by EPA Method 7199. Sample ID TABLE 1 Summary of Sample Point Information - Final Grade Sampling and Analysis Plan 450 Polo Road, Winston-Salem, Forsyth County, North Carolina Brownfields Project Name: 450 Polo Road Brownfields Project No. 2052-21-034 Area 2 Area 3 S&ME Project No. 23350213 Sampling Area Sample Depth (ft. BGS) Soil 1-2 7 VOCs Final Grade Sampling within the seven areas of the development identified by NCBRS in Figure 1. Seven (7) grab or discrete soil samples will be collected from the one to two foot bgs interval for analysis of VOCs by EPA Method 8260. Sample locations will be based on final site development and field observations (PID field screening, olfactory, visual, etc.) No. of Samples Proposed Analyses PurposeSample Media Estimated Square Feet of Pervious / Available Sampling Area Area 4 Area 5 Area 6 Area 7 9,100 6,700 5,700 14,000 9,900 70-2Soil SVOCs/ RCRA 8 Metals / Hexavalent Chromium Area 1 8,900 6,350