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Home My WebLink About24025 Crayton Printing EMP_20201103 Via Email November 3, 2020 NCDEQ – Division of Waste Management Brownfields Program 1646 Mail Service Center Raleigh, NC 27699-1646 Attn: Mr. Bill Schmithorst, PG Re: Environmental Management Plan Crayton Printing Charlotte, North Carolina Brownfields Project No. 24025-20-060 H&H Project No. AKR-005 Dear Bill: On behalf of KA D&D Holdings LLC, enclosed is the Environmental Management Plan for the Crayton Printing Brownfields property (Brownfields Project No. 24025-20-060) located in Charlotte, Mecklenburg County for your review and approval. Should you have any questions or need additional information, please do not hesitate to contact us at (704) 586-0007. Sincerely, Hart & Hickman, PC Matt Bramblett, PE Haley Martin, PG Principal Assistant Project Geologist Enclosure cc: Mr. Dan Coith, Akridge (Via Email) Ms. Kary Katherine Stukes, Moore & Van Allen, PLLC (Via Email) #C-1269 Engineering #C-245 Geology Environmental Management Plan Crayton Printing Distribution Street and Dunavant Street Charlotte, North Carolina Brownfields Project No. 24025-20-060 November 3, 2020 H&H Job No. AKR-005 CONTENTS Completed EMP Template Form Tables Table 1 Summary of Soil Analytical Data Table 2 Summary of Groundwater Analytical Data Table 3 Summary of Sub-Slab Vapor and Soil Gas Analytical Data Figures Figure 1 Site Location Map Figure 2 Site Map Figure 3 Sample Location Map Figure 4 Soil Impacts above Residential PSRGs Figure 5 Groundwater Impacts above 2L Standards Appendices Appendix A Redevelopment Plan Appendix B Construction Schedule Appendix C Preliminary Grading Plan and Cut-Fill Analysis 1 EMP Version 2, June 2018 NORTH CAROLINA BROWNFIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the North Carolina Brownfields Program at the direction of a Brownfields project manager. The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify actions to be taken during the 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 resultant EMP to be valid for use, it must be completed, reviewed by the program, 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 completed agreement, be cause for a reopener 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 these steps is premature. ☒ 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. 2 EMP Version 2, June 2018 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. ☒ A figure overlaying redevelopment plans on a map of the extent of contamination for each media. ☒ Site grading plans that include a cut and fill analysis. ☐ A figure showing the proposed location and depth of impacted soil that would remain on site after construction grading. ☐ Any necessary permits for redevelopment (i.e. demolition, etc.). ☒ A detailed construction schedule that includes timing and phases of construction. ☒ Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas, etc.) applicable to the proposed redevelopment. ☒ Figures with the sampling locations and contamination extents for each impacted media applicable to the proposed redevelopment. ☐ A full final grade sampling and analysis plan, if the redevelopment plan is final. ☐ 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. ☐ Information and, analytical data if required, for quarries, or other borrow sources, detailing the type of material proposed for importation 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 Program Guidelines. ☐ A map of the Brownfields Property showing the location of soils proposed for export and sampling data from those areas. ☒ If a Vapor Mitigation System is required by the Brownfields Program, the Vapor Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional Engineer. The VIMS Plan may also be submitted under separate cover. 3 EMP Version 2, June 2018 GENERAL INFORMATION Date: 11/3/2020 Revision Date (if applicable): Click or tap to enter a date. Brownfields Assigned Project Name: Crayton Printing Brownfields Project Number: 24025-20-060 Brownfields Property Address: Distribution Street and Dunavant Street Brownfields Property Area (acres): The Brownfields property consists of four contiguous parcels that total approximately 2.83 acres in size. A Site location map is provided as Figure 1, and the Site and surrounding area are shown in Figure 2. 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. 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. NOTE, THE EMP DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC HEALTH AND SAFETY PLAN. Prospective Developer (PD): KA D&D Holdings LLC Contact Person: Mr. Dan Coith Phone Numbers: Office: 202.756.3663 Mobile: Click or tap here to enter text. Email: dcoith@akridge.com Contractor for PD: TBD Contact Person: TBD Phone Numbers: Office: TBD Mobile: Click or tap here to enter text. Email: TBD Environmental Consultant: Hart & Hickman, PC Contact Person: Mr. Matt Bramblett Phone Numbers: Office: 704-887-4620 Mobile: Click or tap here to enter text. Email: mbramblett@harthickman.com Brownfields Program Project Manager: Mr. Bill Schmithorst Phone Numbers: Office: 919-707-8159 Mobile: Email: William.schmithorst@ncdenr.gov 4 EMP Version 2, June 2018 Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, Hazardous Waste, Solid Waste): Click or tap here to enter text. NOTIFICATIONS TO THE BROWNFIELDS PROGRAM 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 ☒ 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 ☐Recreational ☐Institutional ☐Commercial ☐Office ☐Retail ☐Industrial ☐Other specify: The Brownfields property will be redeveloped with a multi-story (7 to 8 level) apartment building with access at two levels (one from Dunavant Street and the second, a lower elevation level from Distribution Street) with parking in a precast parking deck. 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. ☐ Interviews with employees/former employees/facility managers/neighbors 3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if 5 EMP Version 2, June 2018 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 Site consists of four contiguous parcels totaling approximately 2.83 acres of land. The western Site parcels are developed with three commercial warehouse buildings. The eastern Site parcel is developed with a multi-tenant warehouse building. Proposed redevelopment of the Brownfields property includes razing the existing Site buildings and construction an approximate 438,000 square foot (sq ft) apartment building and an approximate 203,000 sq ft non-enclosed, mechanically vented, parking deck. In addition to construction of the apartment building, redevelopment plans include construction of new access roads, two courtyards, and landscaped areas. A copy of the Site Plan is provided as Appendix A. 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. 5) Are sediment and erosion control measures required by federal, state, or local regulations? ☒ Yes ☐ No ☐ Unknown ☒ If yes, please check here to confirm that demolition 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: 4/8/2021 b) Anticipated duration (specify activities during each phase): Demolition and clearing activities are scheduled to begin in April 2021. Mass grading activities will begin in April/May 2021. The redevelopment is expected to be completed and occupied by September 2023. A copy of the construction schedule is provided as Appendix B. 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: 6 EMP Version 2, June 2018 Please note that the EMP form is locked for editing and does not allow for marking the space indicated for “No” above. 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: 9/11/2023 CONTAMINATED MEDIA 1) Contaminated Media on the Brownfields Property Part 1. Soil:……………………………………….……………. ☒ Yes ☐ No ☐ Suspected Part 2. Groundwater:.……………………….……..……. ☒ Yes ☐ No ☐ Suspected Part 3. Surface Water:.……………...……..…………… ☐ Yes ☒ No ☐ Suspected Part 4. Sediment:.……………...……..…………………… ☐ Yes ☒ No ☐ Suspected Part 5. Soil Vapor:…..…………...……..…………………. ☒ Yes ☐ No ☐ Suspected Part 6. Sub-Slab Soil Vapor:……...……..…………….. ☒ Yes ☐ No ☐ Suspected Part 7. Indoor Air:...……..…………………………………. ☐ Yes ☒ No ☐ Suspected 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 – Please fill out the information below, using detailed site plans, if available, or estimate using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure overlaying new construction onto figure showing contaminated soil and groundwater locations. 1) Known or suspected contaminants in soil (list general groups of contaminants): H&H completed Brownfields Assessment activities including collection of 10 shallow soil samples in September 2010. A tabular summary of the soil sample laboratory analytical results is included as Table 1. Soil sample locations are shown in Figure 3 and soil sample locations with impacts above residential PSRGs are shown on Figure 4. A summary of the previously completed soil assessment results is provided below: Volatile Organic Compounds Soil sample analytical results indicated that low levels of several volatile organic compounds 7 EMP Version 2, June 2018 (VOCs) including naphthalene (up to 0.0392 milligram per kilogram [mg/kg]), toluene ( up to 0.0039 J mg/kg), and trichloroethene (up to 0.0062mg/kg) were detected at concentrations above the laboratory reporting limits, but below the North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Residential Preliminary Soil Remediation Goals (PSRGs). No other VOCs were detected at concentrations above the laboratory reporting limits in the soil sample collected at the Brownfields property. Semi-Volatile Organic Compounds Soil sample analytical results have identified low levels of benzo(a)pyrene (up to 0.443 mg/kg) at concentrations above the DEQ IHSB Residential PSRG of 0.11 mg/kg in shallow soil samples (SB-4 and SB-5) collected in the area of former railroad tracks and in the western portion of the Site. No other SVOCs were detected at concentrations above the DEQ IHSB Residential PSRGs in soil samples collected at the Brownfields property. PCBs Laboratory analytical results did not detect PCBs at concentrations above the laboratory method detection limits in the shallow soil sample collected near the former Crayton Printing facility. Metals Soil sample laboratory analytical results indicate that hexavalent chromium (up to 0.621 J mg/kg) was detected at concentrations above the DEQ IHSB Residential PSRG in the adjacent to the former Crayton Printing facility and adjacent to the filled concrete cox located in the northern Site building (2301 Distribution Street). Remaining detections of metals in the shallow Site soils are consistent with naturally occurring levels and are believed to represent background levels for the Site area. 2) Depth of known or suspected contaminants (feet): Detections of benzo(a) pyrene and hexavalent chromium were from the 0 to 2 feet below ground surface (ft bgs) depth interval. 3) Area of soil disturbed by redevelopment (square feet): The entire Site is expected to be disturbed during grading, which totals an approximate area of 2.83 acres (123,275 sq ft). Soil will be disturbed as part of leveling and grading activities to prepare the Site for construction of the apartment building and parking deck. A copy of the preliminary grading plan and cut/fill analysis is provided as Appendix C. 4) Depths of soil to be excavated (feet): Based review of the preliminary grading plan, planned cut depths are expected to range from approximately 1 to 9 ft bgs. Following completion of grading activities, soils are not expected to be disturbed at depths greater than approximately 10 ft bgs for installation of new utilities. 5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): 8 EMP Version 2, June 2018 Site work will include cut in southwestern and northcentral portions of the Brownfields property and is expected to generate approximately 7,100 cubic yards soil. Based on review of the preliminary grading plan and cut/fill analysis, the northern and eastern portions of the Brownfields property will require approximately 15,500 cubic yards of fill. 6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: Benzo(a)pyrene was detected above the DEQ IHSB Residential PSRG in southwest and southcentral portions of the Site, which are planned cut areas that will be used as fill beneath the slab of the apartment building in the eastern portion of the Site. Hexavalent chromium was previously detected beneath the northern Site building. Soils located beneath the existing building slab in the western and northern potions of the Site will be used as fill in the eastern portion of the Site. Aside from background levels of metals, no other compounds have been detected at concentrations above the DEQ IHSB Residential PSRGs in other portions of the Brownfields property. 7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: It is anticipated that grading and leveling will result in a net import. No export of Site soil is proposed to achieve proposed final grade elevations. 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 ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 9 EMP Version 2, June 2018 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: Although laboratory analytical results for soil samples SB-6 and SB-7 detected concentrations of total chromium which exceed TCLP criteria using the Rule of 20, the detected concentrations are believed to be naturally occurring and not indicative of characteristically hazardous waste. Laboratory analysis of the remaining soil samples collected during assessment activities did not identify compound concentrations at characteristically hazardous levels or levels which exceed TCLP criteria using the Rule of 20. d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH 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. 10 EMP Version 2, June 2018 ☒ Provide documentation of analytical report(s) to Brownfields Project Manager ☒ Provide documentation of final location, thickness and depth of relocated soil on site map to Brownfields Project Manager once known ☐ 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: Documented impacted soils will be covered with impervious surfaces (asphalt pavement, sidewalks, access roads, buildings, etc.) or a minimum of 2 ft of demonstrably clean fill during redevelopment. ☒ 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: Management of fugitive dust from site ☒ Yes, describe the method will include: Significant areas of contaminated soil are not expected to be encountered or disturbed during future Site redevelopment activities based upon previous soil sampling data and field screening during previous assessment activities. However, the grading contractor will take into account conditions such as wind speed, wind direction, and moisture content of soil during soil grading and stockpiling activities to minimize dust generation. Particular attention will be paid by contractors to implement dust control measures as needed based on Site and atmospheric conditions (i.e., by controlled water application, hydro-seeding, and/or mulch, stone, or plastic cover). ☐ No, explain rationale: Click or tap here to enter text. Field Screening of site soil ☒ Yes, describe the field screening method, frequency of field screening, person conducting field screening: During soil disturbance at the Site, the workers or contractors will observe soils for evidence of potential significantly impacted soil. Evidence of potential impacted soil includes a distinct unnatural color, strong odor, or filled or previously disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should the above be noted during Site work, Click or tap here to enter text. 11 EMP Version 2, June 2018 the contractor will contact the project environmental professional to observe the suspect condition. If the project environmental professional confirms that the material may be impacted, then the procedures below will be implemented. In addition, the environmental professional will contact the DEQ Brownfields project manager within 48-hours to advise that person of the condition. ☐ No, explain rationale: Click or tap here to enter text. Soil Sample Collection ☐ Yes, describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.): Click or tap here to enter text. ☒ No, explain rationale: Collection of additional soil samples is not anticipated based on results of previous Site assessment activities. If previously unknown significant soil impact is encountered during grading and/or installation or removal of utilities, excavation will proceed only as far as needed to allow grading and/or construction of the utility to continue and/or only as far as needed to allow alternate corrective measures described below. Suspect impacted soil excavated during grading and/or utility line installation or removal may be stockpiled and covered in a secure area to allow construction to progress. Suspect impacted soil will be underlain by and covered with minimum 10-mil plastic sheeting. At least one representative soil sample (no less than 3 aliquot soil samples) at a sample ratio of 1 soil sample per every approximately 1,000 cubic yards of soil will be collected for the analyses selected below (i.e., total VOCs, SVOCs, and RCRA metals plus hexavalent chromium). If the soil sample laboratory analytical results indicate that the soil could potentially exceed toxicity characteristic hazardous waste criteria, then the soil will also be analyzed by TCLP for those compounds that could exceed the toxicity characteristic hazardous waste criteria. Impacted soil will be managed in the manner described below based upon the laboratory analyses: i. If no organic compounds are detected in a sample (other than which are attributable to sampling or laboratory artifacts) and metals are below the Protection of Groundwater or Residential PSRG (whichever is lower for the detected compounds) and are consistent with Site-specific background levels with acceptable cumulative risk calculator results, then the soil will be deemed suitable for use as on-Site fill or as off-Site fill. The proposed location(s) for off-Site placement of soil (other than a permitted facility) along with the receiving facility’s written approval for acceptance of the soil will be provided to DEQ for approval prior to taking the soil off-Site. ii. If detectable levels of compounds are found which do not exceed the DEQ IHSB Residential PSRGs (other than which are attributable to sampling or laboratory artifacts or which are consistent with Site-specific background levels for metals), the TCLP concentrations are below hazardous waste criteria, and cumulative risk calculator results 12 EMP Version 2, June 2018 are acceptable, then the soil may be used on-Site as fill without conditions. iii. If detectable levels of compounds are found which exceed the DEQ IHSB Residential PSRGs (other than which are attributable to sampling or laboratory artifacts or which are consistent with background levels for metals) and the TCLP concentrations are below hazardous waste criteria, then the soil, with DEQ written approval, may be used on-Site as fill below an impervious surface, or at least 2 ft of documented compacted clean soil. If the impacted soil with concentrations above Residential PSRGs is moved to an on-Site location, its location and depth will be documented, and its location will be provided to DEQ iv. Impacted soil may be transported to a permitted facility such as a landfill or landfarm provided that the soil is accepted at the disposal facility. If soil is transported to a permitted facility, the permitted facility’s written approval or acceptance to dispose of soil from the Site will be included with the final redevelopment report. In the unlikely event that the sample data indicates concentrations above TCLP hazardous waste criteria, then the soil must be transported off-Site to a permitted disposal facility that can accept or treat hazardous waste. *Please note that should the PD elect to transport export soil to a permitted facility or to a DEQ Brownfields pre-approved receiving facility, soil will be direct loaded onto trucks for transport off-Site. If soil samples are collected for analysis, please check the applicable chemical analytes: ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): EPA Methods 6020/7471 ☐ 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) (i.e. Hexavalent Chromium, Herbicides, etc.): Specify Analytical Method Number(s): Hexavalent Chromium by EPA Method 7199 ☒ 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: Click or tap here to enter text. 13 EMP Version 2, June 2018 ☒ 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): ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): EPA Methods 6020/7471 ☐ 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) (i.e. Hexavalent Chromium, Herbicides, etc.): Hexavalent Chromium by EPA Method 7199 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, a work plan for final grade sampling may be submitted under separate cover. Following completion of soil disturbance for future Site development (i.e., after grading and utility construction), an environmental professional will be contracted to assess the Site for areas that will not be covered upon completion of the redevelopment with a minimum of 2 ft of documented clean fill soil, building foundations, sidewalks, asphalt or concrete parking areas and driveways, or other similar impervious areas (e.g., tightly spaced pavers or bricks). If such areas exist, a Work Plan will be prepared for final grade soil sampling for DEQ Brownfields review and approval. . ☐ If final grade sampling was NOT selected please explain rationale: Click or tap here to enter text. Part 1.B. IMPORTED FILL SOIL NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL FROM THE BROWNFIELDS PROGRAM. 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 Program), will safeguard the liability protections provided 14 EMP Version 2, June 2018 by the brownfields agreement and is in the best interest of the prospective developer/property owner.” Requirements for importing fill: 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? As previously discussed, grading is expected to result in a net import Site. According to the preliminary grading plan and cut/fill analysis, approximately 8,500 cubic yards of soil will need to be imported to the Site to achieve final grade elevations. . 3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range of depths, please list the range.) In general, fill areas associated with proposed redevelopment are located in the northern and eastern portions of the Site (Appendix C). The thickness of the fill ranges from approximately 1 ft to 14 ft. 4) Provide the source of fill, including: location, site history, nearby environmental concerns, etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history: Soil from the cut areas will be re-used on-Site in areas planned for fill. However, as indicated above, approximately 8,500 cubic yards of import fill will be needed as part of the proposed redevelopment which will be borrowed from an off-Site source. 5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill soil to demonstrate that it meets acceptable standards applicable to the site and can be approved for use at the Brownfields property. The PD plans to import limited amounts of virgin organic rich topsoil from a commercial landscape material vendor for use in proposed landscaped areas. The PD does not plan to collect samples of landscaping materials prior to placement at the Site. In addition, the PD may use limited amounts of lime or concrete as an amending agent for drying soil as needed during grading and redevelopment activities. The PD does not plan to collect samples of lime or concrete used as an amending agent prior to use at the Site. The PD will follow the procedures outlined below to demonstrate import soil meets acceptable standards applicable to the Site. 6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply): ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Click or tap here to enter text. 15 EMP Version 2, June 2018 ☐ 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) (i.e. Hexavalent Chromium, Herbicides, etc.): Hexavalent Chromium by EPA Method 7199 7) The scope of work for import fill sampling may be provided below or in a Work Plan submitted separately for DEQ review and approval. Attach specific location maps for in-situ borrow sites. If using a quarry, provide information on the type of material to be brought onto the Brownfields Property. The PD will follow the procedures outlined below to demonstrate import soil meets acceptable standards applicable to the Site, if necessary. If the PD plans to import virgin fill material from Vulcan Materials Company quarry located near Pineville, NC, or from the Martin Marietta quarry located on Beatties Ford Road in Charlotte, NC, no samples of the import material will be collected as adequate analytical data is available in the DEQ Brownfields database to demonstrate material from these facilities is suitable for use as structural fill at a Brownfields property. If fill soil is obtained from an off-Site property that is not a DEQ pre-approved quarry or is recycled material from the Vulcan Materials Company quarry or the Martin Marietta quarries, a sampling plan will be developed and submitted for DEQ review. DEQ approval of the sampling plan and analytical results will be obtained prior to transporting import soil to the Site. The specific sampling rate will be outlined in the aforementioned sampling plan. However, if the proposed borrow source has not been previously developed (i.e., virgin land) or is a permitted quarry that has not been pre-approved by DEQ, soil samples will be collected for laboratory analyses indicated above at a general rate of one per 1,000 cubic yards. Fill soil will be considered suitable for use at the Site if it does not contain compound concentrations above DEQ IHSB Residential PSRGs, DWM Risk Calculator risk thresholds, or typical metals concentrations which are consistent with background levels identified at the Site. Part 1.C. EXPORTED SOIL NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM, ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO 16 EMP Version 2, June 2018 ENFORCEMENT. JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES. Please refer to Brownfields IR 15 for additional details. 1) If export from a Brownfields Property is anticipated, please provide details regarding the proposed export actions. Volume of exported soil, depths, location from which soil will be excavated on site, related sampling results, etc. Provide a site map with locations of export and sampling results included. Although exporting soil from the Site is not anticipated at this time, should export be required, the following sampling plan will be implemented. Prior to transporting the soil off-Site, a sampling plan will be developed and submitted to DEQ Brownfields for review and approval. Generally, soil samples will be collected from export soil at a rate of 1 sample per every 1,000 cubic yards of export material which will include a minimum of three combined composite locations and one grab location. Export soil sampling may be conducted in-situ prior to the onset of grading and an In Situ Soil Characterization Assessment Work Plan will be provided to DEQ for review and approval. DEQ approval of the sampling plan, sampling locations, and analytical results will be obtained prior to transporting export soil from the Site. Based on analytical results of soil samples collected from the export soil, the soil will be transported off-Site to a suitable location. The PD will notify DEQ Brownfields of the location receiving the export soil. If not a permitted facility, DEQ Brownfields approval and written approval from the receiving facility will be obtained prior to transporting the soil off-Site. 2) To what type of facility will the export Brownfields soil be sent? ☒ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by landfill) ☒ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be determined by the accepting Landfill; ☒ Landfarm or other treatment facility ☒ Use as fill at another suitable Brownfields Property – determination that a site is suitable will require, at a minimum, that similar concentrations of the same or similar contaminants already exist at both sites, use of impacted soil will not increase the potential for risk to human health and the environment at the receiving Brownfields property, and that a record of the acceptance of such soil from the property owner of the receiving site is provided to Brownfields. Please provide additional details below. ☒ Use as Beneficial Fill off-site at a non-Brownfields Property - Please provide documentation of approval from the property owner for receipt of fill material. This will also require approval by the DEQ Solid Waste Section. Additional information is provided in IR 15. Please provide additional details below. 3) Additional Details: (if transfer of soil to another property is requested above, please provide 17 EMP Version 2, June 2018 details related to the proposed plans). The environmental professional will contact DEQ Brownfields to obtain DEQ Brownfields and DEQ Solid Waste approval prior to exporting soil to a non-Brownfields property or non- permitted disposal facility. 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. ☒ 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: Results of soil vapor assessment activities completed within the proposed apartment building indicate that compounds are present at concentrations that pose unacceptable vapor intrusion risks. In addition, chlorinated solvent impacts were discovered in groundwater in the northern and southcentral portions of the Site. The locations of sub-grade utilities and conduits should be evaluated to confirm soil vapor associated with soil vapor and groundwater impacts will not be transported to areas beneath the proposed Site building that would pose potential vapor intrusion risks. Note that the PD plans to proactively install a passive vapor intrusion mitigation system during construction of the apartment building. ☐ If no, include rationale here: Other comments regarding managing impacted soil in utility trenches: The contractor and workers will observe soil for potential impacts during utility installation activities. Evidence of potential significant impacted soil includes a distinct unnatural color, strong odor, or filled or previously disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should the above be noted during utility work, the contractor will contact the project environmental professional to observe the suspect condition. If the project environmental professional confirms that the material may be impacted, then the procedures outlined in Managing On-Site Soil above will be implemented. In addition, the environmental professional will contact the DEQ Brownfields project manager within 48-hours to advise that person of the condition. Should impacted soil be discovered during utility trenching activities, appropriate safety screening will be performed to protect workers during utility installation activities. Safety screening activities 18 EMP Version 2, June 2018 include monitoring the worker breathing zone with a calibrated photoionization detector or similar instrument at all times when in utility trenches. If safety screening results indicate further action is warranted, the work zone will be evacuated until appropriate engineering controls (such as use of industrial fans) are implemented. PART 2. GROUNDWATER – Please fill out the information below. 1) What is the depth to groundwater at the Brownfields Property? During previously completed groundwater assessment activities, the depth to groundwater surface was measured at a depth ranging from approximately 5 ft bgs in lower lying areas in the western portion of the Brownfields property to approximately 9 ft bgs at higher elevations located in the eastern portions of the Brownfields property. 2) Is groundwater known to be contaminated by ☐onsite ☐offsite ☒both or ☐unknown sources? Describe source(s): Groundwater assessment at the Brownfields property included collection of four (4) groundwater samples for laboratory analysis. Locations of the groundwater samples are shown in Figure 3 and a tabular summary of groundwater sample laboratory analytical results is included as Table 3. A brief summary of the groundwater assessment results is provided below. Groundwater sample results indicated that the chlorinated solvents trichloroethene (TCE; 6.8 micrograms per liter [µg/l]) and vinyl chloride (1.7 µg/L) were detected in a groundwater sample collected in the southcentral portion of the Site and west of the former railroad tracks (TMW-3) at concentrations that exceed the DEQ 2L Groundwater Quality Standards (2L Standards) and the DEQ Division of Waste Management (DMW) Residential Vapor Intrusion Groundwater Screening Levels (GWSLs). The VOC tetrachloroethene (PCE; 11.6 µg/L) was also detected in the groundwater sample collected from TMW-3 at a concentration that exceeds the 2L Standard. The VOC TCE (25 µg/L) was detected in a groundwater sample collected in the northern and upgradient portion of the Site (TMW-1) at a concentration that exceeds the 2L Standard and the DEQ DWM GWSL. See Figure 5. No other organic compounds were detected at concentrations above the DEQ 2L Standards or DEQ DWM Residential GWSLs. Using five permanent monitoring wells, additional groundwater sampling for VOC analysis is being conducted in the western portion of the Site to further evaluate the depth to groundwater and the extent of the groundwater plume. These wells will be properly abandoned prior to Site development. Chromium (17.7 µg/L) was detected in a groundwater sample collected in the northeastern portion of the Site at a concentration that exceeds the 2L Standard. No other inorganic compounds were detected at concentrations above the 2L Standards in groundwater samples collected at the Site. 3) What is the direction of groundwater flow at the Brownfields Property? Shallow groundwater is expected to mimic surface topography which slopes toward an unnamed tributary of Irwin Creek located approximately 400 feet west of the Brownfields property (Figure 19 EMP Version 2, June 2018 1). 4) Will groundwater likely be encountered during planned redevelopment activities? ☒Yes ☐No If yes, describe these activities: Shallow groundwater may be encountered during utility and foundation installation activities. If groundwater is encountered during redevelopment activities, the procedures outlines below will be implemented. Water levels will be further evaluated during additional groundwater assessment. Regardless of the answer; in the event that contaminated groundwater is encountered during redevelopment activities (even if no is checked above), list activities for contingent management of groundwater (e.g., dewatering of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or sampling procedures). Appropriate worker safety measures will be undertaken if groundwater gathers in an open excavation within an area determined to be impacted during construction activities. The accumulated water will be allowed to evaporate/infiltrate to the extent time for dissipation does not disrupt the construction schedule. Should the time needed for natural dissipation of accumulated water be deemed inadequate, an environmental professional will be contacted and the water will be tested and disposed off-Site (if impacted), or tested and discharged to the storm sewer (if not impacted above DEQ surface water standards) in accordance with applicable municipal and State regulations for erosion control and construction stormwater control. 5) 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 6) 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 Program’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 abandonment is given. 7) Please provide additional details as needed: Other than the five permanent monitoring wells mentioned above to be used for additional Brownfields assessment, the PD is not aware of existing monitoring wells located on the Brownfields property. DEQ will be notified if newly identified monitoring wells are found on the Brownfields property. 20 EMP Version 2, June 2018 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 -Please fill out the information below. 1) Is surface water present at the property? ☐ Yes ☒ No 2) 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 4) Will workers or the public be in contact with surface water during planned redevelopment activities? ☐ 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): If surface water run-off gathers in an open excavation within an area determined to be impacted during construction activities, appropriate worker safety measures will be undertaken. The accumulated water will be allowed to evaporate/infiltrate to the extent time for dissipation does not disrupt the construction schedule. Should the time needed for natural dissipation of accumulated water be deemed inadequate, the water will be tested and disposed off-Site (if impacted), or tested and discharged to the storm sewer (if not impacted above DEQ surface water standards) in accordance with applicable municipal and State regulations for erosion control and construction stormwater control. PART 4. SEDIMENT – Please fill out the information below. 1) Are sediment sources present on the property? ☐ Yes ☒ No 2) If yes, is sediment at the property known to be contaminated: ☐ Yes ☒ No 3) Will workers or the public be in contact with sediment during planned redevelopment activities? ☐ Yes ☒ No 4) Attach a map showing 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. 21 EMP Version 2, June 2018 PART 5. SOIL VAPOR – Please fill out the information below. 1) Do concentrations of volatile organic compounds at the Brownfields property exceed the following vapor intrusion screening levels (current version) in the following media: IHSB Residential Screening Levels: Soil Vapor:………..☒ Yes ☐ No ☐ Unknown Groundwater:.….☒ Yes ☐ No ☐ Unknown IHSB Industrial/Commercial Screening Levels: Soil Vapor:………..☐ Yes ☐ No ☐ Unknown Groundwater:…..☐ Yes ☐ No ☐ Unknown 2) Attach a map showing the locations of soil vapor contaminants that exceed site screening levels. 3) If applicable, at what depth(s) is soil vapor known to be contaminated? 4) Will workers encounter contaminated soil vapor during planned redevelopment activities? ☐ Yes ☐ No ☒ Unknown 5) In the event that contaminated soil vapor is encountered during redevelopment activities (trenches, manways, basements or other subsurface work,) list activities for management of such contact: As noted above, appropriate safety screening will be performed to protect workers during utility installation activities, if warranted. Safety screening activities include monitoring the worker breathing zone with a calibrated photoionization detector or similar instrument. If safety screening results indicate further action is warranted, an environmental professional will be contacted and the work zone will be evacuated until appropriate engineering controls (such as use of industrial fans) are implemented. H&H collected soil vapor samples for laboratory analysis in September 2020. The soil vapor samples were collected within the footprints of proposed apartment building and parking deck to evaluate the potential for structural vapor intrusion. The September 2020 soil vapor sample locations are shown in Figure 3, and a tabular summary of the laboratory analytical results is provided in Table 3. As shown in Table 3, soil vapor sample laboratory analytical results indicate that select compounds were detected at concentrations exceeding the DEQ DWM Residential Vapor Intrusion Sub-slab and Exterior Soil Gas Screening Levels (SGSLs). Hypothetical worst-case risk calculator results using the highest concentration of any compounds detected in soil vapor samples collected at the Site indicate that the calculated cumulative HI value Note that the PD plans to proactively install a passive vapor intrusion mitigation system during construction of the apartment building. 22 EMP Version 2, June 2018 PART 6. SUB-SLAB SOIL VAPOR – Please fill out the information below if existing buildings or foundations will be retained in the redevelopment. 1) Are sub-slab soil vapor data available for the Brownfields Property? ☒ Yes ☐ No ☐ Unknown 2) If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map showing the location of these exceedances. 3) 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. 4) Will workers encounter contaminated sub-slab soil vapor during planned redevelopment activities? ☐ Yes ☒ No ☐ Unknown 5) In the event that contaminated soil vapor is encountered during redevelopment activities, list activities for management of such contact If impacted soil vapors are encountered during future redevelopment activities, worker breathing zone will be monitored using a calibrated photoionization detector. If results indicate further action is warranted, appropriate engineering controls (such as use of industrial fans) will be implemented. PART 7. INDOOR AIR – Please fill out the information below. 1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown 2) 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 4) In the event that contaminated indoor air is encountered during redevelopment activities, list activities for management of such contact: In the unlikely event there is evidence of potential indoor air issues (i.e., unusual odors) during future redevelopment activities, the area will be evacuated and appropriate safety screening of the indoor air will be performed. If warranted, safety screening procedures will be include periodically screening indoor air for volatile organic vapors with a calibrated photoionization detector when workers present in the Site buildings identify potential indoor air issues. If results indicate further action is warranted, appropriate engineering controls (such as industrial fans) will be implemented. 23 EMP Version 2, June 2018 VAPOR INTRUSION MITIGATION SYSTEM – Please fill out the information below. Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property? ☒ Yes ☐ No ☐ Unknown If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately If submitted separately provide date: 11/16/2020 - As noted above, the PD proposes to install a vapor intrusion mitigation system (VIMS) into the proposed apartment building in accordance with a DEQ Brownfields approved Vapor Mitigation Plan (VMP). The VMP will be submitted to DEQ for approval under separate cover prior to construction of future proposed Site buildings. VIMS Plan shall be signed and sealed by a NC Professional Engineer If no, please provide a brief rationale as to why no vapor mitigation plan is warranted: Click or tap here to enter text. CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials 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: ☒ Volatile organic compounds (VOCs) by EPA Method 8260 ☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver) EPA Methods 6020/7471 ☐ 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. 24 EMP Version 2, June 2018 ☒ Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.) Please note, if field observations indicate the need for additional analyses, they should be conducted, even if not listed here. Hexavalent Chromium by EPA Method 7199 Please provide details on the proposed methods of managing the following commonly encountered issues during redevelopment of Brownfields Properties. During construction activities, contractors may encounter unknown sub-surface environmental conditions (i.e., tanks, drums, or waste materials) that if encountered, will require proper management. Prior to beginning Site work, H&H will attend a pre-construction kick-off meeting with the PD and the redevelopment contractors to discuss the DEQ approved EMP and various scenarios when it would be appropriate and necessary to notify H&H of the discovery of unknown subsurface features or potentially impacted media at the Site. In the event that such conditions are encountered during site development activities, the environmental actions noted below will be used to direct environmental actions to be taken during these activities and sampling data for potentially impacted soil and the disposition of impacted soil will be provided to DEQ when the data becomes available. Underground Storage Tanks: In the event a UST or impacts associated with a UST release are discovered at the Site during redevelopment activities, the UST and/or UST related impacts will be addressed through the Brownfields Program. DEQ Brownfields will be notified within 48-hours of discovery of the UST. If a UST is encountered, the UST will be removed, if possible and the UST will be transported off-Site for disposal at a suitable facility. If the UST contains residual fluids, the fluids will be sampled for VOCs, SVOCs, and RCRA metals, and transported off-Site for disposal at a suitable facility based on the laboratory analytical results prior to removing the UST from the ground. If a UST is encountered that cannot be removed or does not require removal for geotechnical or construction purposes, it may be abandoned in-place with prior DEQ approval and construction will proceed. Where appropriate, the bottom may be penetrated before abandonment to prevent fluid accumulation. Impacted soil in the vicinity of the UST will be managed in accordance with the Managing On-Site Soil section outlined above in the EMP. Sub-Grade Feature/Pit: If a sub-grade feature or pit is encountered and does not require removal for geotechnical or construction purposes, it will be filled with soil or suitable fill and construction will proceed. Where appropriate, the bottom may be penetrated before back filling to prevent fluid accumulation. If the pit has waste in it, the waste may be set aside in a secure area and will be sampled for waste disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP metals and disposed off-site at a permitted facility or the waste will be managed in accordance with the Managing On-Site Soil section outlined above in the EMP, whichever is most applicable based on the type of waste present. If the pit must 25 EMP Version 2, June 2018 be removed and the observed waste characteristics indicate the concrete may potentially be contaminated to a significant degree, the concrete will be sampled and analyzed by methods specified by the disposal facility. Buried Waste Material: If excavation into buried wastes or significantly impacted soils occurs, the contractor is instructed to stop work in that location and notify the environmental consultant. The environmental consultant will review the materials and collect samples if warranted. In this event, confirmation sampling will be conducted at representative locations in the base and the sidewalls of the excavation after the waste or significantly impacted soil is removed. The confirmation samples will be analyzed for VOCs, SVOCs, RCRA metals, and hexavalent chromium. Areas of suspected contaminated soil that remain at the Site after excavation is complete above the DEQ IHSB Industrial/Commercial PSRGs will be managed pursuant to this plan. Re-Use of Impacted Soils On-Site: Please refer to description outlined in the Managing On-Site Soil section (Part 1A) of the EMP above. If unknown, impacted soil is identified on-site, management on-site 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 on-site. If other potential contingency plans are pertinent, please provide other details or scenarios as needed below: Click or tap here to enter text. 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 1/31/2022 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; 26 EMP Version 2, June 2018 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. Ϯϳ DWsĞƌƐŝŽŶϮ͕:ƵŶĞϮϬϭϴ WWZKs>^/'EdhZ^ ƌŽǁŶĨŝĞůĚƐWƌŽũĞĐƚEƵŵďĞƌ͗ϮϰϬϮϱͲϮϬͲϬϲϬ ƌŽǁŶĨŝĞůĚƐWƌŽũĞĐƚEĂŵĞ͗ƌĂǇƚŽŶWƌŝŶƚŝŶŐ ĂƚĞϭϭͬϭϮͬϮϬWƌŽƐƉĞĐƚŝǀĞĞǀĞůŽƉĞƌ͗<Θ,ŽůĚŝŶŐƐ>> WƌŝŶƚĞĚEĂŵĞͬdŝƚůĞͬŽŵƉĂŶǇ͗ůŝĐŬŽƌƚĂƉŚĞƌĞƚŽĞŶƚĞƌ ƚĞǆƚ͘ ŽŶƐƵůƚĂŶƚ͗,ĂƌƚΘ,ŝĐŬŵĂŶ͕W ĂƚĞϭϭͬϭϮͬϮϬ WƌŝŶƚĞĚEĂŵĞͬdŝƚůĞͬŽŵƉĂŶǇ͗DĂƚƚƌĂŵďůĞƚƚ ƌŽǁŶĨŝĞůĚƐWƌŽũĞĐƚDĂŶĂŐĞƌ͗ŝůů^ĐŚŵŝƚŚŽƌƐƚ ĂƚĞůŝĐŬŽƌƚĂƉƚŽĞŶƚĞƌĂĚĂƚĞ͘ ^ĞĞ^ŝŐŶĂƚƵƌĞůŽĐŬĞůŽǁ ^ĞĂŶ,͘ƵƌƚŝŶ ǆĞĐƵƚŝǀĞsŝĐĞWƌĞƐŝĚĞŶƚ ƚ͘ Adam Gooch Senior Vice President 12/08/2020 28 EMP Version 2, June 2018 Tables Table 1 Summary of Soil Analytical DataCrayton PrintingCharlotte, North CarolinaH&H Job No. AKR-005Evaluation AreaSample IDSB-1 SB-2 SB-3 SB-4DateDepth (ft bgs)0-2 0-2 0-2 0-2Range MeanVOCs (8260D)Naphthalene<0.0029 <0.0034 <0.0028 <0.0026 <0.00290.0029 J 2.1Toluene<0.003 <0.00350.0031 J<0.0026 <0.003 <0.0028990-- --Trichloroethene<0.0033 <0.0038 <0.0031 <0.0029 <0.0032 <0.00300.87-- --SVOCs (8270E)Acenaphthene<0.0982 <0.0992 <0.1080.119 J<0.106 <0.102720-- --Acenaphthylene<0.0904 <0.0912 <0.0993 <0.0919 <0.09790.101 J NE-- --Anthracene<0.0990 <0.100 <0.1090.179 J<0.1070.121 J 3,600-- --Benzo(a)anthracene<0.1210.128 J<0.1330.578 0.259 J 0.367 J 1.1-- --Benzo(a)pyrene<0.165 <0.167 <0.1820.443 0.224 J 0.327 J0.11-- --Benzo(b)fluoranthene<0.1540.185 J<0.1690.65 0.397 J 0.56 1.1-- --Benzo(g,h,i)perylene<0.149 <0.151 <0.1640.361 J 0.170 J 0.297 J NE-- --Benzo(k)fluoranthene<0.161 <0.162 <0.1770.256 J<0.1740.247 J 11-- --Benzyl Alcohol<0.202 <0.204 <0.222 <0.2061.36 7.12 1,300-- --4-Bromophenylphenyl ether<0.100 <0.101 <0.110 <0.102 <0.1090.110 J 1.3-- --Chrysene<0.1110.130 J<0.1220.607 0.272 J 0.385 J 110-- --Fluoranthene<0.1150.174 J<0.1271.36 0.273 J 0.528 480-- --Indeno(1,2,3-cd)pyrene<0.175 <0.176 <0.1920.299 J<0.1890.256 J 1.1-- --Naphthalene<0.0914 <0.0923 <0.100 <0.0929 <0.099 <0.09482.1-- --Phenanthrene<0.0961 <0.0971 <0.1060.835<0.1040.167 JNE-- --Pyrene<0.1050.237 J<0.1151.15 0.299 J 0.512 360-- --Metals (6020B/7471B/7199)Arsenic 2.65 0.783 J 2.91 2.02 2.67 2.370.68 1.0 - 18 4.8Barium 86.3 247 88.1 67.4 96.6 1053,100 50 - 1,000 356Cadmium<0.487 <0.440 <0.521 <0.491 <0.479 <0.500141.0 - 10 (3)4.3 (3)Chromium (total) 56.6 21.7 42.8 48.6 49.9 45.10.31 7.0 - 300 65Chromium (VI)<0.306 <0.276 <0.327 <0.309 <0.301 <0.3140.31 NS NSChromium (III) 56.6 21.7 42.8 48.6 49.9 45.123,000 NS NSLead 20.7 4.67 10.6 9.97 21.5 17.2400 ND - 50 16Mercury 0.0656<0.01950.0449 J 0.0394 J 0.0467 J 0.0425 J2.3 0.03 - 0.52 0.121Selenium<1.21 <1.09 <1.30 <1.22 <1.19 <1.2478 <0.1 - 0.8 0.42Silver<0.255 <0.231 <0.273 <0.258 <0.251 <0.26278ND - 5.0 (3)NSPCBs (8082)NA NA NA NA NA NA-- -- --Notes:1) Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) dated July 2020 2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 20053) Cd and Ag concentrations were taken from Southeastern and Conterminous U.S. Soils.Soil concentrations are reported in milligrams per kilogram (mg/kg).Compound concentrations are reported to the laboratory method detection limits.Laboratory analytical methods are shown in parentheses.With the exception of metals, only constituents detected in at least one sample are shown in the table above.Bold values exceed Residential PSRG.VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; PCBs = polychlorinated biphenyls; ft bgs= feet below ground surfaceNA = not analyzed; NE = not established; -- = not applicable; BDL = below detection limit; NS= not specifiedJ = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. 9/10/2020Former Railroad Tracks0-2SB-5 / SB-DUPProposed Building Footprint or Vehicle Access AreaResidential PSRGs (1)Published Background Metals Concentrations for North Carolina Soils (2)S:\AAA‐Master Projects\Akridge\AKR.005 Dunavant Brownfileds Assessment\EMP\Figures and Tables\Data Tables ‐ Copy.xlsxTable 1 (Page 1 of 2)Hart & Hickman, PC Table 1 Summary of Soil Analytical DataCrayton PrintingCharlotte, North CarolinaH&H Job No. AKR-005Evaluation AreaProposed Green SpaceSample IDSB-6 SB-7 SB-8 SB-9 SB-10Date9/11/2020 9/10/2020Depth (ft bgs)1-3 0-2 0-2 0-2 0-2 Range MeanVOCs (8260D)Naphthalene<0.0029 <0.0031 <0.0029 <0.0030.0392 2.1Toluene<0.0030.0039 J<0.0029 <0.003 <0.0028990-- --Trichloroethene0.0062<0.0034 <0.0032 <0.0033 <0.00310.87-- --SVOCs (8270E)Acenaphthene<0.110 <0.106 <0.0948 <0.1080.239 J720-- --Acenaphthylene<0.101 <0.0971 <0.0872 <0.0992 <0.0979NE-- --Anthracene<0.111 <0.106 <0.0955 <0.109 <0.1073,600-- --Benzo(a)anthracene<0.1360.157 J<0.117 <0.133 <0.1321.1-- --Benzo(a)pyrene<0.185 <0.178 <0.160 <0.182 <0.1790.11-- --Benzo(b)fluoranthene0.175 J 0.253 J<0.148 <0.169 <0.1671.1-- --Benzo(g,h,i)perylene<0.167 <0.160 <0.144 <0.164 <0.162NE-- --Benzo(k)fluoranthene<0.180 <0.173 <0.155 <0.176 <0.17411-- --Benzyl Alcohol<0.227 <0.218 <0.195 <0.222 <0.2191,300-- --4-Bromophenylphenyl ether<0.112 <0.108 <0.0967 <0.110 <0.1091.3-- --Chrysene0.139 J 0.210 J<0.107 <0.122 <0.120110-- --Fluoranthene<0.1290.302 J<0.111 <0.127 <0.125480-- --Indeno(1,2,3-cd)pyrene<0.196 <0.188 <0.169 <0.192 <0.1891.1-- --Naphthalene<0.102 <0.0982 <0.0882 <0.1000.205 J2.1-- --Phenanthrene<0.1080.185 J<0.0927 <0.106 <0.104NE-- --Pyrene<0.1180.288 J<0.101 <0.115 <0.114360-- --Metals (6020B/7471B/7199)Arsenic 1.85 2.39 0.538 J 2.86 1.920.68 1.0 - 18 4.8Barium 106 113 101 49.1 70.33,100 50 - 1,000 356Cadmium<0.5296.18<0.456 <0.515 <0.520141.0 - 10 (3)4.3 (3)Chromium (total) 102 112 7.11 14.7 260.31 7.0 - 300 65Chromium (VI)<0.3320.621 J<0.2860.346 J<0.3270.31 NS NSChromium (III) 102 111.38 7.11 14.35 2623,000 NS NSLead 6.56 13.6 2.49 11.7 31.9400 ND - 50 16Mercury 0.11 0.0517<0.02020.0367 J 0.0407 J2.3 0.03 - 0.52 0.121Selenium<1.31 <1.25 <1.13 <1.28 <1.2978 <0.1 - 0.8 0.42Silver<0.277 <0.264 <0.239 <0.270 <0.27378ND - 5.0 (3)NSPCBs (8082)BDLNA NA NA NA-- -- --Notes:1) Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) dated July 2020 2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 20053) Cd and Ag concentrations were taken from Southeastern and Conterminous U.S. Soils.Soil concentrations are reported in milligrams per kilogram (mg/kg).Compound concentrations are reported to the laboratory method detection limits.Laboratory analytical methods are shown in parentheses.With the exception of metals, only constituents detected in at least one sample are shown in the table above.Bold values exceed Residential PSRG.VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; PCBs = polychlorinated biphenyls; ft bgs= feet below ground surfaceNA = not analyzed; NE = not established; -- = not applicable; BDL = below detection limit; NS= not specifiedJ = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. Adjacent to Former Printing Facility Adjacent to Filled Concrete Areas9/10/2020Published Background Metals Concentrations for North Carolina Soils (2)Residential PSRGs (1)S:\AAA‐Master Projects\Akridge\AKR.005 Dunavant Brownfileds Assessment\EMP\Figures and Tables\Data Tables ‐ Copy.xlsxTable 1 (Page 2 of 2)Hart & Hickman, PC Table 2 Summary of Groundwater Analytical DataCrayton PrintingCharlotte, North CarolinaH&H Job No. AKR-005Evaluation AreaDowngradient of Dunavant Street Brownfields PropertyVicinity of Crayton Printing FacilityDowngradient of Cherokee Southline Brownfields PropertySample IDTMW-1 TMW-3 TMW-4Date9/14/2020 9/14/2020 9/14/2020VOCs (8260D)cis-1,2-Dichloroethene5.6<0.29 <0.2921.8<0.2970 NETetrachloroethene<0.16 <0.16 <0.1611.6<0.160.7 12Trichloroethene25<0.22 <0.226.8<0.2231Vinyl Chloride<0.24 <0.24 <0.241.7<0.240.03 1.5o-Xylene<0.220.29 J 0.25 J<0.22 <0.22500 98SVOCs (8270E)ALL BDL ALL BDL ALL BDL ALL BDL ALL BDL -- --Metals (6020B/7470A/7199)Arsenic<0.7352.82 3.72<0.735 <0.73510--Barium60 85.1 88.9 53.9 65.2 700--Cadmium<0.478 <0.478 <0.478 <0.478 <0.4782--Chromium (Total)2.7512.1 17.72.18 1.68 J 10--Chromium (VI)NA NA NA0.0925 JNA10--Lead4.50 J 7.65 9.6<2.49 <2.4915--Mercury<0.100 <0.100 <0.100 <0.100 <0.1001 0.18Selenium<0.657 <0.657 <0.657 <0.657 <0.65720--Silver<0.513 <0.513 <0.513 <0.513 <0.51320--Notes:1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Standards (2L Standards) dated April 20132) NC DEQ Division of Waste Management (DWM) Vapor Intrusion Groundwater Screening Levels (GWSLs) dated July 2020Concentrations are reported in micrograms per liter (µg/L).Compound concentrations are reported to the laboratory method detection limits.Laboratory analytical methods are shown in parentheses.With the exception of metals, only constituents detected in at least one sample are shown.Bold values exceed the 2L Standard.Underlined values exceed the GWSL. VOCs = volatile organic compounds; SVOCs = semi-volatile organic compundsNA = not analyzed; NE = not established; -- = not applicable; BDL = below laboratory detection limit J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. Upgradient - Northeastern Portion of SiteScreening Criteria NC 2L Groundwater Standards(1) Residential GWSLs(2)9/14/2020TMW-2 / TMW-DUPS:\AAA‐Master Projects\Akridge\AKR.005 Dunavant Brownfileds Assessment\EMP\Figures and Tables\Data Tables ‐ Copy.xlsx11/2/2020Table 2 (Page 1 of 1) Hart & Hickman, PC Table 3 Summary of Sub-Slab Vapor and Soil Gas Analytical DataCrayton Printing Charlotte, North CarolinaH&H Job No. AKR-005Evaluation AreaSample IDSS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SG-1 SG-2 SG-3 SG-5Sample DateSample Type UnitsVOCs (TO-15)Acetone24 55 29 76 180 42 28<11 <1121<11 <1129220,000Benzene<0.190.49 J 0.43 J 0.83<0.190.43 J<0.1913 26 17 32 310.66122-Butanone (MEK)3.9 J 8.2 J 4.6 J 11 J 12 J 6.1 J 5.3 J 3.9 J 15 J 3.0 J 3.5 J 4.9 J 4.4 J35,000Carbon Disulfide<1.6 <1.6 <1.6 <1.6 <1.6 <1.6 <1.6220 550 110 470 480<1.64,900Carbon Tetrachloride<0.33 <0.330.40 J<0.33 <0.33 <0.33 <0.33 <0.33 <0.33 <0.33 <0.330.83 J<0.3316Chloroform<0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.242.3<0.241.6<0.24 <0.24 <0.244.1Chloromethane<0.32 <0.32 <0.32 <0.32 <0.32 <0.320.92<0.32 <0.32 <0.32 <0.32 <0.32 <0.32630Cyclohexane<0.34 <0.34 <0.34 <0.34 <0.34 <0.34 <0.34 <0.34 <0.34 <0.34 <0.3413<0.3442,000Dichlorodifluoromethane (Freon 12) <0.31 <0.3119<0.31 <0.31 <0.311200<0.31 <0.31 <0.31 <0.31 <0.31 <0.317001,1-Dichloroethane<0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.25 <0.257.1 7.2<0.2558Ethanol110 330 170 510 90 140 47 26 15 J 15<4.6 <4.6 <4.6NEEthylbenzene2.3 1.1 0.56 J 2.2 1.6 0.76 J<0.18150 170 230 210 20016374-Ethyltoluene<0.30 <0.30 <0.301.9<0.30 <0.30 <0.3062 56 100 120 110 4.9NEHeptane<0.35 <0.35 <0.35 <0.35 <0.35 <0.35 <0.356.8 100 4.8<0.3514<0.352,800Hexane<1.3 <1.3 <1.3 <1.3 <1.3 <1.3 <1.3 <1.3200<1.351 51<1.34,900Isopropanol5.5 J 16 J 5.0 J 20 J 20<4.5 <4.5 <4.5 <4.5 <4.5 <4.5 <4.5 <4.51,400Methyl tert-butyl ether <0.29 <0.29 <0.29 <0.29 <0.29 <0.29 <0.29 <0.29 <0.292.2<0.29 <0.29 <0.29360Methylene Chloride1.6 J<1.62.6 J<1.6 <1.63.9 J<1.62.0 J<1.6 <1.6 <1.6 <1.6 <1.63,400Naphthalene2.6<0.59152.4 1.8<0.59 <0.59 <0.59 <0.59 <0.59 <0.59 <0.59 <0.592.8Propene<1.2 <1.2 <1.2 <1.2 <1.2 <1.2 <1.295 760 4.6 J 88 87<1.221,000Styrene<0.24 <0.24 <0.240.75 J<0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.24 <0.247,000Tetrachloroethylene<0.4411002.5<0.441.3 J 15 3.0 17 12 18 31 30 2.3280Toluene9.4 4.5 2.9 9.4 9.5 3.7 1.9 520 690 700 650 620 2435,0001,1,1-Trichloroethane0.55 J<0.36 <0.36 <0.36 <0.36 <0.36 <0.36 <0.36 <0.36 <0.36 <0.36 <0.36 <0.3635,000Trichloroethylene<0.409.2<0.40 <0.40 <0.40 <0.40 <0.405.2<0.40 <0.40 <0.40 <0.40 <0.4014Trichlorofluoromethane (Freon 11)20 1.4 J 1.4 J 1.2 J 1.2 J 2.0 J 1.3 J 2.7 J 1.7 J 1.0 J 1.2 J<0.85 <0.85NE1,2,4-Trimethylbenzene9.0<0.22 <0.229.4 7.5 2.7<0.22150 130 240 240 230 204201,3,5-Trimethylbenzene1.5 0.77 J<0.261.6 1.3 0.43 J<0.2639 34 65 73 69 4.2420m&p-Xylene11 4.8 2.4 10 7.3 3.3<0.30550 580830700 680 64700o-Xylene4.2 1.9 0.90 3.9 2.9 1.3<0.23190 190 280 240 220 26700Notes:1) North Carolinia Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Residential Vapor Intrusion Soil Gas Screening Levels (SGSLs) dated July 2020Concentrations are reported in micrograms per cubic meter (µg/m3).Compound concentrations are reported to the laboratory method detection limits.Laboratory analytical methods are shown in parentheses. Only compounds detected in at least one sample are shown in the above table.VOCs = volatile organic compounds; NE = Not EstablishedJ = Compound was detected above the laboratory method detction limit, but below the laboratory reporting limit resulting a laboratory estimated concentration.Residential SGSLs (1)µg/m3Proposed Parking Garage Proposed Apartment Building Exterior Soil Gas SG-4 / SG-DUP9/14/2020Sub-Slab9/10/2020S:\AAA‐Master Projects\Akridge\AKR.005 Dunavant Brownfileds Assessment\EMP\Figures and Tables\Data Tables ‐ Copy.xlsx11/2/2020Table 3 (Page 1 of 1)Hart & Hickman, PC Figures USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset,and National Transportation Dataset; USGS Global Ecosystems; U.S.Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data;U.S. Department of State Humanitarian Information Unit; and NOAANational Centers for Environmental Information, U.S. Coastal ReliefModel. Data refreshed February, 2020. SITE LOCATION MAP CRAYTON PRINTINGDISTRIBUTION STREET AND DUNAVANT STREET CHARLOTTE, NORTH CAROLINA REVISION NO: 0 FIGURE NO: 1 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology 0 2,000 4,000 SCALE IN FEET SITE N U.S.G.S. QUADRANGLE MAP CHARLOTTE EAST, NORTH CAROLINA 2013 QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC)DATE: 9-28-20 JOB NO. AKR-005 !(T!(T!(T ³±D SITE MAP CRAYTON PRINTINGDISTRIBUTION STREET AND DUNAVANT STREETCHARLOTTE, NORTH CAROLINA REVISION NO: 0 FIGURE NO: 2 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology 0 75 150 SCALE IN FEET N DATE: 9-29-20 JOB NO. AKR-005 WORLD STONE FABRICATOR(2300 DISTRIBUTION STREET) GRASS DUNAVANT STREET DISTRIBUTION STREETLEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL BOUNDARY LINE !(T POLE-MOUNTED TRANSFORMER ³±D DUMPSTER ³±D FORMER DUMPSTER AREA NOTE: 1. BASE DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2019. DUNAVANT STREET BROWNFIELDS SITE(2250 HAWKINS STREET)(NCBP NO. 19038-15-060)Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\AKR-005\FIGURE 2.mxdHAWKINS STREETMULTI-TENANT RESIDENTIAL(1606-1632 MAINLINE BOULEVARD)(NCBP NO. 10036-06-060) CHARLOTTE GRILL(2322 DISTRIBUTION STREET) PET WANTS(2322 DISTRIBUTION STREET) GRIER INTERIORS(2326 DISTRIBUTION STREET) !(T !(T !(T!(T !(T³±D³±DELECTRICIAN(2301 DISTRIBUTION STREET) VACANT(2321A DISTRIBUTION STREET) FORMER CRAYTON PRINTING(2321B&C DISTRIBUTION STREET) VACANT(2300 DUNAVANT STREET) VACANT(2302 DUNAVANT STREET) VACANT(2304 DUNAVANT STREET) VACANT(2306 DUNAVANT STREET) TIMELY FILTER SUPPLY(2327 DISTRIBUTION STREET) THE DUNAVANT(2322 DUNAVANT STREET) VACANT COMMERCIAL(2322 DUNAVANT STREET) CONCRETECUTOUT THE PARKER BUILDING(2401 DISTRIBUTION STREET) # # # # # "¬ "¬ "D "D "D "GÑ "GÑ "GÑ ! ! !!Ñ!! # "¬# SS-1 SS-2 SS-3 SS-4 SS-5 SG-2 SG-4 SG-1/SB-2 SG-5/SB-5 SG-5/SB-7 TMW-1/SB-1 TMW-3/SB-6 TMW-4/SB-8 SB-3 SB-4 SB-9 SB-10 TMW-2 SS-7 SG-3 SS-6 726 710726 730 724 722 728 712 726 724 7 22 714 7 1 8 716 720 SAMPLE LOCATION MAP CRAYTON PRINTING DISTRIBUTION STREET AND DUNAVANT STREET CHARLOTTE, NORTH CAROLINA REVISION NO: 0 FIGURE NO: 3 2923 South Tryon Street - Suite 100 Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f) License # C-1269 / # C-245 Geology 050100 SCALE IN FEET N DATE: 9-28-20 JOB NO. AKR-005 D U N A V A N T S T R E E T DISTRIBUTION STREETNOTE: 1. BASE DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2020. 2. ELEVATION DATA OBTAINED FROM MECKLENBURG COUNTY LIDAR, 2013.Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\AKR-005\FIGURE 4 - Sample Location Map.mxdHAWKINS STREETPROPOSED COURTYARD PROPOSED PARKING DECK LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL BOUNDARY LINE ELEVATION CONTOUR !SOIL BORING "¬SOIL GAS SAMPLE "D CO-LOCATED SOIL GAS SAMPLE AND SOIL BORING #SUB-SLAB SOIL VAPOR SAMPLE Ñ!!TEMPORARY MONITORING WELL "GÑ CO-LOCATED TEMPORARY MONITORING WELL AND SOIL BORING PROPOSED BUILDING FOOTPRINT PROPOSED PARKING DECK PROPOSED RESIDENTIAL PROPOSED SERVICE OR AMENITY Hexavalent Chromium 0.346 J SB-9 (9/11/2020) Metals # # # # # "¬ "¬ "D "D "D "GÑ "GÑ "GÑ ! ! !!Ñ!! # "¬# SS-1 SS-2 SS-3 SS-4 SS-5 SG-2 SG-4 SG-1/SB-2 SG-5/SB-5 SG-5/SB-7 TMW-1/SB-1 TMW-3/SB-6 TMW-4/SB-8 SB-3 SB-4 SB-9 SB-10 TMW-2 SS-7 SG-3 SS-6 726 710726 730 724 72 2 728 712 7 2 6 724 7 2 2 714 718716 720 SOIL IMPACTS ABOVE RESIDENTIAL PSRGs CRAYTON PRINTINGDISTRIBUTION STREET AND DUNAVANT STREETCHARLOTTE, NORTH CAROLINA REVISION NO: 0 FIGURE NO: 4 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology 0 50 100 SCALE IN FEET N DATE: 10-27-20 JOB NO. AKR-005 DU N A V A N T S T R E E T DISTRIBUTION STREETNOTES:1. BASE DATA OBTAINED FROM MECKLENBURGCOUNTY GIS, 2020.2. ELEVATION DATA OBTAINED FROM MECKLENBURG COUNTY LIDAR, 2013.3. CONCENTRATIONS ARE REPORTED IN MILLIGRAMSPER KILOGRAM (mg/kg).4. SVOCs = SEMI-VOLATILE ORGANIC COMPOUNDSDWM PSRGs = DIVISION OF WASTE MANAGEMENTPRELIMINARY SOIL REMEDIATION GOALS (DATEDJULY 2020).J = COMPOUND WAS DETECTED ABOVE THELABORATORY METHOD DETECTION LIMIT, BUT BELOW THE LABORATORY REPORTING LIMIT, RESULTING IN ALABORATORY ESTIMATED CONCENTRATION.5. ONLY COMPOUNDS DETECTED ABOVE THE DWMRESIDENTIAL PRSGs ARE SHOWN ON THE FIGURE. SEE TABLE 1 FOR A COMPLETE LIST OF DETECTIONS IN SOIL.Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\AKR-005\FIGURE 4 - Soil Impacts.mxdHAWKINS STREETPROPOSEDCOURTYARD PROPOSEDPARKING DECK LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL BOUNDARY LINE ELEVATION CONTOUR !SOIL BORING "¬ "D # Ñ!! "GÑ SOIL GAS SAMPLE CO-LOCATED SOIL GAS SAMPLE AND SOIL BORING SUB-SLAB SOIL VAPOR SAMPLE TEMPORARY MONITORING WELL CO-LOCATED TEMPORARY MONITORING WELL AND SOIL BORING PROPOSED BUILDING FOOTPRINT PROPOSED PARKING DECK PROPOSED RESIDENTIAL PROPOSED SERVICE OR AMENITYSAMPLE ID ANDDATE CONSTITUENT CONCENTRATION(mg/kg) Benzoe(a)pyrene 0.443 SB-4 (9/10/2020) SVOCs Benzoe(a)pyrene 0.224 J / 0.327 J SB-5 / SB-DUP (9/10/2020) SVOCs Hexavalent Chromium 0.621 JMetals SB-7 (9/10/2020) Hexavalent Chromium 0.346 J SB-9 (9/11/2020) Metals TCE 25 TMW-1 (9/14/2020) VOCs # # # # # "¬ "¬ "D "D "D "GÑ "GÑ "GÑ ! ! !!Ñ!! # "¬# SS-1 SS-2 SS-3 SS-4 SS-5 SG-2 SG-4 SG-1/SB-2 SG-5/SB-5 SG-5/SB-7 TMW-1/SB-1 TMW-3/SB-6 TMW-4/SB-8 SB-3 SB-4 SB-9 SB-10 TMW-2 SS-7 SG-3 SS-6 726 710726 730 724 72 2 728 712 7 2 6 724 7 2 2 714 718716 720 GROUNDWATER IMPACTS ABOVE2L STANDARDS CRAYTON PRINTINGDISTRIBUTION STREET AND DUNAVANT STREETCHARLOTTE, NORTH CAROLINA REVISION NO: 0 FIGURE NO: 5 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology 0 50 100 SCALE IN FEET N DATE: 10-27-20 JOB NO. AKR-005 DU N A V A N T S T R E E T DISTRIBUTION STREETNOTES:1. BASE DATA OBTAINED FROM MECKLENBURGCOUNTY GIS, 2020.2. ELEVATION DATA OBTAINED FROM MECKLENBURG COUNTY LIDAR, 2013.3. CONCENTRATIONS ARE REPORTED IN MICROGRAMS PER LITER (µg/L).4. VOCs = VOLATILE ORGANIC COMPOUNDSPCE = TETRACHLOROETHENE TCE = TRICHLOROETHENEVC = VINYL CHLORIDEDWM GWSLs = DIVISION OF WASTE MANAGEMENTGROUNDWATER SCREENING LEVELS (DATED JULY 2020).5.BOLD CONCENTRATION INDICATES AN EXCEEDANCEOF THE DWM RESIDENTIAL GWSL.6. ONLY COMPOUNDS DETECTED ABOVE THE 2LSTANDARDS ARE SHOWN ON THE FIGURE. SEE TABLE 2 FOR A COMPLETE LIST OF DETECTIONS INGROUNDWATER.Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\AKR-005\FIGURE 5 - GW Impacts.mxdHAWKINS STREETPROPOSEDCOURTYARD PROPOSEDPARKING DECK LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL BOUNDARY LINE ELEVATION CONTOUR !SOIL BORING "¬ "D # Ñ!! "GÑ SOIL GAS SAMPLE CO-LOCATED SOIL GAS SAMPLE AND SOIL BORING SUB-SLAB SOIL VAPOR SAMPLE TEMPORARY MONITORING WELL CO-LOCATED TEMPORARY MONITORING WELL AND SOIL BORING PROPOSED BUILDING FOOTPRINT PROPOSED PARKING DECK PROPOSED RESIDENTIAL PROPOSED SERVICE OR AMENITYSAMPLE ID ANDDATE CONSTITUENT CONCENTRATION (µg/L) TCE 25 TMW-1 (9/14/2020)VOCs Chromium 12.1 / 17.7 TMW-2 / TMW-DUP (9/14/2020)Metals PCE 11.6 TCE 6.8 VC 1.7 TMW-3 (9/14/2020)VOCs Appendix A Redevelopment Plan COURTYARD BELOWCOURTYARD BELOWPARKING DECKDUNAVANT STDISTRIBUTION STTRANSFORMERSROOF BELOWVEHICLUARACCESSTRANSFORMERSVEHICULARACCESS10' PED-ZONE/ SETBACK 20' BUILD-TO ZONE6' TREE GRATE/ PLANTER ZONEACESS EASEMENTPROPERTY LINESITE PLAN LEGENDACCESSIBLE ROUTEACCESSIBLE ENTRANCE LOCATIONACCESSIBLE PATH START POINTPROPERTY SETBACK/PLANTING BUFFERSITE NOTES:1. PROVIDE FOUNDATION DRAINS AT PERIMETER OF ALL STRUCTURES AND TIE INTO STORM WATER SYSTEM; SEE CIVIL DRAWINGS FOR MORE INFORMATION ON CONNECTION LOCATIONS. 2. REVIEW AND PROVIDE FOUNDATION DRAINS AT PERIMETER OF ALL ELEVATOR PITS; TIE INTO SANITARY/ STORM WATER SYSTEM AS REQUIRED BY THE LOCAL AHJ; SEE CIVIL DRAWINGS FOR MORE INFORMATION ON CONNECTION LOCATIONSPROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2020 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /8/10/2020 2:28:21PMC:\Users\rdevlin\Documents\Revit Local Files\Akridge Dunavant & Distribution_2020rvt_rdevlinYS79F.rvtDUNAVANT & DISTRIBUTIONARCHITECTURAL SITEPLAN20AKR22008.03.2020AuthorA0.01CHARLOTTE, NCSCALE: 1" = 20'-0"A0.011ARCHITECTURAL SITE PLANRevisionsNo. Description Date 2A5.011A5.01DISTRIBUTIONDUNAVANT10' PED-ZONE/ SETBACK 20' BUILD-TO ZONE6' TREE GRATE/ PLANTER ZONEBLDG 1BLDG 2ACESS EASEMENTPROPERTY LINEELEV. 712'ELEV. 720'ELEV. 720'ELEV. 730'ELEV. 725'ELEV. 715'COURTYARD ABOVE60' - 8"60' - 8"122' - 4"5.55%A4.011A4.012A4.021A4.0224.16%FUTURE RESIDENT PARKINGELEV. 723'DOMESTIC PUMPFIRE PUMPLEASING/ AMENITY1234567891011ACDEFHGKLMPNOCYCLE CENTER RESIDENT STORAGERESIDENT STORAGEELEC.RISERELEV. 1 ELEV. 2STAIR AMECH VENTSTAIR BSTAIR CMECH. VENTMECH.122' - 4"713' - 2 1/4"718'-3"716'-3"715'-3"714'713'-2"DOG WASHTRASH ROOMTRASH STAGING AREA7' - 0"ELEV. 712'ELEV. 712'-6"713'-2"ELEV. 714'4171623718' - 4 1/4"2A5.021A5.02JR UNITJR UNITJR UNIT1BRD UNIT1BRD UNIT1BRD UNIT1BRD UNITELEV. 720'ELEV. 719'-6"719' - 10 1/4"719' - 10 1/4"ELEV. 714'ELEV. 718'ELEV. 727'341' - 2 3/8"STOR.ELEV. 717'OUTDOOR AMENITYSERVICE DOORTTTTLOADING ZONEVEHICULAR ACCESS CONTROLVEHICULAR ACCESS CONTROLRAMP UPCOVERED. OPEN TO PATIO1BR UNIT(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.2BR UNIT ALT-AJR UNITBJILEGEND1BR UNIT1BRD UNIT2BR UNIT ALT-ACYCLE CENTERDOG WASHJR UNITLEASING/ AMENITYPROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2020 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /8/10/2020 2:28:23PMC:\Users\rdevlin\Documents\Revit Local Files\Akridge Dunavant & Distribution_2020rvt_rdevlinYS79F.rvtDUNAVANT & DISTRIBUTIONSD SUBMITTALLEVEL 1 FLOOR PLAN20AKR22008.03.2020-A1.01CHARLOTTE, NCSCALE: 1/16" = 1'-0"A1.011OVERALL LEVEL 1 PLANRevisionsNo. Description Date 2A5.011A5.01DISTRIBUTIONDUNAVANT10' PED-ZONE/ SETBACK 20' BUILD-TO ZONE6' TREE GRATE/ PLANTER ZONEBLDG 1BLDG 2ACESS EASEMENTPROPERTY LINE232' - 4"122' - 4"POOL1750 SFA4.011A4.012A4.021A4.022A4.034A4.031A4.033A4.0324.16%4.16%DOUBLE HEIGHT9' - 10"1234567891011ACDEFHGKLMPNOELEV. 1 ELEV. 2STAIR AMECH VENTSTAIR CSTAIR BSTAIR DMECH. VENTMECH.MECH.MECH.ELEC./ DATAMECH.MECH / ELEC407' - 10 1/2"36' - 0"5' - 6"123' - 9"5' - 7 1/2"30' - 0"66' - 1"30' - 0"5' - 6"72' - 8 1/2"32' - 8 1/2"341' - 2 3/8"30' - 0"5' - 6"12' - 1 1/4"30' - 0"5' - 6"30' - 0"45' - 10"33' - 2"5' - 6"50' - 9"5' - 6"15' - 4 5/8"5' - 6"34' - 0 5/8"32' - 4 7/8"42' - 8 1/2"JR UNITJR UNIT1BR UNITJR UNIT2BR UNIT1BR UNIT2BR UNIT1BR UNIT2BR UNITJR UNIT1BRC UNIT1BRC UNIT1BRC UNIT1BRC UNIT2BR UNIT ALT-C1BR UNIT1BR UNITJR UNITJR UNIT2BR UNIT1BRC UNIT1BRC UNIT2BR UNIT1BRC UNIT1BRC UNITJR UNIT2BR UNITJR UNIT1BRC UNIT1BRC UNITELEV. LOBBY82016162092A5.021A5.021BR UNIT ALT-A1BR UNITJR UNITJR UNIT ALT-AJR UNIT1BR UNITJR UNITJR UNITJR UNIT1BRD UNIT1BRD UNIT1BRD UNIT1BRD UNIT2BR UNIT1BRD UNIT2BR UNIT ALT-D2BR UNITJR UNIT JR UNITJR UNITAMENITY11' - 0"24' - 1 1/2"24' - 0"24' - 0"24' - 0"36' - 8"24' - 0"36' - 8"45' - 8 3/4"104' - 9"66' - 1"19' - 8 1/2"19' - 7"19' - 7"24' - 8"19' - 7"33' - 7 3/8"19' - 7 1/2"19' - 7"19' - 7"24' - 8"24' - 8"37' - 1 1/2"30' - 1"19' - 7"30' - 0 1/2"19' - 7"19' - 7"24' - 8"19' - 7"36' - 8"24' - 8"36' - 7 7/8"11' - 4"24' - 8 1/8"19' - 7"36' - 8"44' - 8 1/2"44' - 8 1/2"19' - 7"44' - 8 1/2"44' - 8 1/2"28' - 0"24' - 8"24' - 8"44' - 8 1/2"19' - 7"36' - 8"19' - 7"19' - 7"44' - 8 1/2"36' - 8"44' - 8 1/2"44' - 9"19' - 7"36' - 8"19' - 7"44' - 8 1/2"84' - 7 7/8"44' - 8 1/2"JR UNITELEV. 3 ELEV. 4TR. CHUTEELEC.MECH.1LS1.10JR UNITJR UNITELEV. LOBBYTRASH ROOMTYP.5' - 6"ELEC.STORAGE2BR UNIT ALT-BCOVERED PASS THRUCOVERED PASS THRUAMENITY(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.2BR UNIT ALT-AJR UNITBJILEGEND1BR UNIT1BR UNIT ALT-A1BRC UNIT1BRD UNIT2BR UNIT2BR UNIT ALT-A2BR UNIT ALT-B2BR UNIT ALT-C2BR UNIT ALT-DAMENITYJR UNITJR UNIT ALT-APROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2020 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /8/10/2020 2:28:30PMC:\Users\rdevlin\Documents\Revit Local Files\Akridge Dunavant & Distribution_2020rvt_rdevlinYS79F.rvtDUNAVANT & DISTRIBUTIONSD SUBMITTALLEVEL 2 FLOOR PLAN20AKR22008.03.2020AuthorA1.02CHARLOTTE, NCSCALE: 1/16" = 1'-0"A1.021OVERALL LEVEL 2 PLANRevisionsNo. Description Date 2A5.011A5.01DISTRIBUTIONDUNAVANT10' PED-ZONE/ SETBACK 20' BUILD-TO ZONE6' TREE GRATE/ PLANTER ZONEACESS EASEMENTPROPERTY LINE232' - 4"122' - 4"A4.011A4.012A4.021A4.022A4.034A4.031A4.033A4.0323.70%4.00%23' - 0"18' - 7"11223344556677889910101111AACCDDEEFFHHGGKKLLMMPPNNOOELEV. 1 ELEV. 2STAIR ASTAIR CMECH VENTSTAIR BSTAIR DMECH. VENTSTORAGE36' - 0"5' - 6"123' - 9"5' - 7 1/2"30' - 0"66' - 1"30' - 0"5' - 6"72' - 8 1/2"32' - 8 1/2"407' - 10 1/2"341' - 2 3/8"30' - 0"5' - 6"12' - 1 1/4"30' - 0"5' - 6"109' - 0"5' - 6"50' - 9"5' - 6"15' - 4 5/8"5' - 6"66' - 5 1/2"407' - 10 1/2"36' - 0"5' - 6"123' - 9"5' - 7 1/2"30' - 0"66' - 1"30' - 0"5' - 6"72' - 8 1/2"32' - 8 1/2"341' - 2 3/8"30' - 0"5' - 6"12' - 1 1/4"30' - 0"5' - 6"30' - 0"45' - 10"33' - 2"5' - 6"50' - 9"5' - 6"15' - 4 5/8"5' - 6"34' - 0 5/8"32' - 4 7/8"42' - 8 1/2"5' - 6"1BRD UNITWOOD CONSTRUCTION PODIUM CONSTRUCTIONWOOD CONSTRUCTIONPODIUM CONSTRUCTIONELEV. LOBBY1BRC UNIT JR UNIT2BR UNIT2BR UNIT1BR UNIT1BR UNIT2BR UNITJR UNIT1BRC UNIT1BRC UNIT1BRC UNIT1BRC UNIT2BR UNIT ALT-C1BRC UNIT2BR UNITJR UNIT1BRC UNIT1BRC UNIT1BR UNIT1BR UNIT2BR UNIT1BRC UNIT1BRC UNITJR UNIT2BR UNITJR UNIT1BRC UNIT1BRC UNIT2BR UNIT2BR UNIT1BRD UNIT1BR UNITJR UNITJR UNIT82016162092A5.021A5.021BR UNIT ALT-A1BR UNITJR UNITJR UNIT ALT-AJR UNIT1BR UNITJR UNITJR UNITJR UNIT1BRD UNIT1BRD UNIT1BRD UNIT2BR UNIT1BRD UNIT2BR UNIT ALT-D2BR UNITJR UNITJR UNIT JR UNITJR UNIT33' - 7 3/8"19' - 7"24' - 8"19' - 7"19' - 7"19' - 6 1/2"11' - 4"23' - 11 1/2"24' - 0"24' - 0"24' - 0"36' - 8"24' - 0"36' - 8"30' - 0"42' - 2 1/2"19' - 7"30' - 2 1/2"19' - 7"19' - 7"30' - 0 1/2"30' - 0 1/2"19' - 7"19' - 6 1/2"19' - 7"24' - 8"19' - 7"36' - 8"24' - 8"36' - 7 7/8"11' - 4"24' - 8 1/8"44' - 8 1/2"36' - 8"44' - 8 1/2"44' - 8 1/2"19' - 7"36' - 8"19' - 7"44' - 8 1/2"19' - 7"36' - 8"19' - 7"44' - 8 1/2"44' - 8 1/2"36' - 8"44' - 8 1/2"44' - 8 1/2"19' - 7"36' - 8"44' - 8 1/2"19' - 7"44' - 9"44' - 8 1/2"28' - 0"24' - 8"24' - 8"30' - 0 1/2"38' - 7 1/2"104' - 9"66' - 1"19' - 6 1/2"19' - 7"19' - 7"24' - 8"24' - 11"36' - 11"48' - 0"36' - 7 7/8"ELEC.ELEV. 3 ELEV. 4TR. CHUTEMECH.2BR UNIT ALT-BUNIT BALCONIESMECH.JR UNITJR UNITELEV. LOBBYTRASH ROOMMECH / ELECMECH.MECH. ELEC./ DATAMECH.TYP.5' - 6"COVERED OUTDOOR TERRACESTORAGEELEC.JR UNIT(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.JR UNIT2BR UNIT ALT-AJR UNITBBJJIILEGEND1BR UNIT1BR UNIT ALT-A1BRC UNIT1BRD UNIT2BR UNIT2BR UNIT ALT-A2BR UNIT ALT-B2BR UNIT ALT-C2BR UNIT ALT-DJR UNITJR UNIT ALT-APROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2020 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /8/10/2020 2:28:38PMC:\Users\rdevlin\Documents\Revit Local Files\Akridge Dunavant & Distribution_2020rvt_rdevlinYS79F.rvtDUNAVANT & DISTRIBUTIONSD SUBMITTALLEVEL 3 FLOOR PLAN20AKR22008.03.2020RD/ JFA1.03CHARLOTTE, NCSCALE: 1/16" = 1'-0"A1.031OVERALL LEVEL 3 PLANRevisionsNo. Description Date 2A5.011A5.01A4.011A4.012A4.021A4.022A4.034A4.031A4.033A4.032DISTRIBUTIONDUNAVANT3"3"9' - 10"35' - 8"9' - 8"23' - 0"18' - 7"1234567891011ACDEFHGKLMPNOELEV. 2ELEV. 1STAIR AMECH VENTSTAIR CMECH.MECH. VENTSTAIR BMECH.MECH. ELEC./ DATAMECH / ELECSTORAGEMECH.36' - 0"5' - 6"123' - 9"5' - 7 1/2"30' - 0"66' - 1"30' - 0"5' - 6"72' - 8 1/2"32' - 8 1/2"30' - 0"5' - 6"12' - 1 1/4"30' - 0"5' - 6"30' - 0"45' - 10"33' - 2"5' - 6"50' - 9"5' - 6"15' - 4 5/8"5' - 6"34' - 0 5/8"32' - 4 7/8"341' - 2 3/8"407' - 10 1/2"232' - 4"122' - 4"1BRD UNIT2BR UNIT2BR UNIT1BRC UNIT1BRC UNITJR UNIT2BR UNIT1BRC UNIT1BRC UNIT2BR UNIT1BRC UNIT2BR UNITJR UNIT1BRC UNITJR UNIT1BRC UNIT1BRC UNIT1BR UNIT1BR UNIT1BRC UNIT1BRC UNIT1BRC UNIT1BRC UNITJR UNIT2BR UNIT2BR UNIT1BR UNIT1BR UNIT2BR UNITJR UNIT1BR UNITJR UNITJR UNITELEV. LOBBY82016202A5.021A5.02JR UNITJR UNITJR UNITJR UNIT2BR UNIT2BR UNIT ALT-D1BRD UNIT2BR UNIT1BRD UNIT1BRD UNIT1BRD UNIT1BRD UNITJR UNITJR UNITJR UNIT1BR UNITJR UNIT JR UNIT ALT-AJR UNIT 1BR UNIT1BR UNIT ALT-A16936' - 8"24' - 0"36' - 8"24' - 0"24' - 0"24' - 0"23' - 11 1/2"11' - 4"19' - 6 1/2"19' - 7"19' - 7"24' - 8"19' - 7"33' - 7 3/8"19' - 6 1/2"19' - 7"19' - 7"24' - 8"24' - 11"36' - 10 1/2"24' - 0"24' - 0"36' - 8"44' - 8 1/2"36' - 8"44' - 8 1/2"44' - 8 1/2"19' - 7"36' - 8"19' - 7"44' - 8 1/2"44' - 8 1/2"19' - 7"36' - 8"19' - 7"44' - 8 1/2"44' - 8 1/2"36' - 8"44' - 8 1/2"5' - 6"44' - 8 1/2"19' - 7"36' - 8"44' - 9"19' - 7"44' - 8 1/2"24' - 8"24' - 8"44' - 8 1/2"28' - 0"19' - 7"19' - 7"24' - 8"19' - 7"36' - 8"24' - 8"36' - 7 7/8"24' - 6 7/8"30' - 0"5' - 6 1/2"36' - 8"19' - 7"30' - 2 1/2"19' - 7"19' - 7"29' - 11 3/8"30' - 0 1/2"19' - 7"45' - 10"42' - 8 1/2"66' - 1"105' - 3"30' - 0 1/2"5' - 11"29' - 6 1/2"5' - 6"30' - 0"1LS1.10MECH.TR. CHUTEELEV. 4ELEV. 3ELEV. LOBBYTRASH ROOMTYP.5' - 6"2BR UNIT ALT-C1BRD UNIT2BR UNIT ALT-BJR UNITJR UNITELEC.JR UNIT(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.3.70%4.00%JR UNITJR UNITELEC.STORAGE2BR UNIT ALT-ABJILEGEND1BR UNIT1BR UNIT ALT-A1BRC UNIT1BRD UNIT2BR UNIT2BR UNIT ALT-A2BR UNIT ALT-B2BR UNIT ALT-C2BR UNIT ALT-DJR UNITJR UNIT ALT-APROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2020 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /8/10/2020 2:28:43PMC:\Users\rdevlin\Documents\Revit Local Files\Akridge Dunavant & Distribution_2020rvt_rdevlinYS79F.rvtDUNAVANT & DISTRIBUTIONLEVELS 4-7 FLOOR PLAN20AKR22008.03.2020AuthorA1.04CHARLOTTE, NCSCALE: 1/16" = 1'-0"A1.041OVERALL LEVEL 4-7 PLANRevisionsNo. Description Date 2A5.011A5.011A0.082A0.084A0.22DISTRIBUTIONDUNAVANT10' PED-ZONE/ SETBACK 20' BUILD-TO ZONE6' TREE GRATE/ PLANTER ZONEACESS EASEMENTPROPERTY LINEA4.011A4.012A4.021A4.022A4.034A4.031A4.033A4.03225' - 0"42' - 10"144' - 11"43' - 7"3.70%3.70%1234567891011ACDEFHGKLMPNO36' - 0"5' - 6"123' - 9"5' - 7 1/2"30' - 0"66' - 1"30' - 0"5' - 6"72' - 8 1/2"32' - 8 1/2"407' - 10 1/2"341' - 2 3/8"30' - 0"5' - 6"12' - 1 1/4"30' - 0"5' - 6"109' - 0"5' - 6"50' - 9"5' - 6"15' - 4 5/8"5' - 6"66' - 5 1/2"42' - 8 1/2"122' - 4"MECH.ELEC./ DATAMECH.STORAGEMECH.MECH / ELECSTAIR D2BR UNIT1BRD UNIT1BRD UNIT1BR UNIT1BR UNIT1BRC UNIT1BRC UNIT2BR UNIT1BRC UNIT1BRC UNITJR UNITJR UNIT2BR UNITJR UNIT2BR UNIT1BRC UNIT1BRC UNIT2BR UNIT1BRC UNIT1BRC UNIT1BRC UNIT1BRC UNIT1BRC UNIT1BRC UNITJR UNIT2BR UNIT2BR UNIT1BR UNIT1BR UNIT2BR UNITJR UNIT1BR UNITJR UNITJR UNIT2BR UNIT ALT-CSTAIR DAMENITY81616201882A5.021A5.0211' - 8 7/8"21' - 0 7/8"36' - 11"24' - 0"24' - 0"36' - 8"44' - 8 1/2"36' - 8"44' - 8 1/2"44' - 8 1/2"36' - 8"44' - 8 1/2"44' - 8 1/2"19' - 7"36' - 8"19' - 7"44' - 8 1/2"44' - 8 1/2"19' - 7"36' - 8"19' - 7"44' - 8 1/2"24' - 8"24' - 8"5' - 6"44' - 8 1/2"19' - 7"36' - 8"30' - 0"5' - 6"44' - 8 1/2"19' - 7"44' - 8 1/2"44' - 8 1/2"28' - 0"30' - 0"5' - 6"30' - 0"19' - 6 1/2"19' - 7"24' - 8"19' - 7"36' - 8"24' - 8"36' - 7 7/8"11' - 4"24' - 7 1/8"66' - 1"105' - 3"45' - 10"1LS1.10TERRACETRASH ROOM(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.(2) 2500 MRL PASSENGER ELEVATORS. 8' DOORS W/ 9' CEILINGS TYP.JR UNITBJIJR UNIT785' - 2 1/4"795' - 10 1/4"779' - 10 1/4"795' - 10 1/4"LEGEND1BR UNIT1BR UNIT ALT-A1BRC UNIT1BRD UNIT2BR UNIT2BR UNIT ALT-C2BR UNIT ALT-DAMENITYJR UNITJR UNIT ALT-APROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2020 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /8/10/2020 2:29:02PMC:\Users\rdevlin\Documents\Revit Local Files\Akridge Dunavant & Distribution_2020rvt_rdevlinYS79F.rvtDUNAVANT & DISTRIBUTIONSD SUBMITTALLEVEL 8 FLOOR PLAN20AKR22008.03.2020AuthorA1.05CHARLOTTE, NCSCALE: 1/16" = 1'-0"A1.051OVERALL LEVEL 8 PLANRevisionsNo. Description Date Appendix B Construction Schedule Activity IDActivity NamePlannedWorkdaysStartFinishDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)Dunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)63701-Mar-2111-Sep-23MILESTONESMILESTONES63701-Mar-2111-Sep-23PRIMARY MILESTONESPRIMARY MILESTONES52501-Mar-2131-Mar-23NTPNotice To Proceed001-Mar-21A3230Obtain Demo Permit008-Mar-21A3240Obtain Grading Permit009-Mar-21A3250Obtain Garage Permit029-Mar-21A3260Obtain Building Permit013-Apr-21A3650Project Completion031-Mar-23A51470Phase 1/Bldg 1/ Leasing Turnover031-Mar-23A51471Phase 2/Bldg 2 Turnover031-Mar-23SECONDARY MILESTONESSECONDARY MILESTONES62616-Mar-2111-Sep-23A3310SEC Precon016-Mar-21A3320Concrete Completion021-Jan-22A50900Garage Completion024-May-22A3330Framing Completion007-Oct-22A3340Rough Completion017-May-23Building 1Building 110331-Mar-2328-Aug-23A50080Phase 1 - 1st Level TCO031-Mar-23A50090Phase 2 - 2nd Level TCO018-Apr-23A50100Phase 3 - 3rd Level TCO002-May-23A50110Phase 5 - 4th Level TCO031-May-23A50120Phase 7 - 5th Level TCO030-Jun-23A50130Phase 9 - 6th Level TCO002-Aug-23A51447Phase 11 - 7th Level TCO028-Aug-23Building 2Building 211231-Mar-2311-Sep-23A50160Phase 1 - 2nd Level TCO031-Mar-23A50170Phase 2 - 3rd Level TCO018-Apr-23A50180Phase 4 - 4th Level TCO018-May-23A50190Phase 6 - 5th Level TCO016-Jun-23A51444Phase 8 - 6th Level TCO017-Jul-23A51445Phase 10 - 7th Level TCO015-Aug-23A51446Phase 12 - 8th Level TCO011-Sep-23PROCUREMENT, SUBMITTALS & FABRICATIONPROCUREMENT, SUBMITTALS & FABRICATION7001-Mar-2108-Jun-21CONSTRUCTIONCONSTRUCTION62418-Mar-2111-Sep-23SITE & INFRASTRUCTURE DEVELOPMENTSITE & INFRASTRUCTURE DEVELOPMENT52418-Mar-2119-Apr-23EARTHWORKS & UTILITIESEARTHWORKS & UTILITIES7418-Mar-2101-Jul-21A3180SEC Measures/Entrances518-Mar-2124-Mar-21A51480Abatement1025-Mar-2107-Apr-21A3190Demo Existing1508-Apr-2129-Apr-21A3200Mass Grading1030-Apr-2113-May-21A3210Utilities2514-May-2118-Jun-21A3205Fine Grade Garage Pad514-May-2120-May-21A3280Survey & Control Points221-May-2124-May-21A3220SEC @ Inlets221-Jun-2122-Jun-21FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Notice To ProceedObtain Demo PermitObtain Grading PermitObtain Garage PermitObtain Building PermitProject CompletionPhase 1/Bldg 1/ Leasing TurnoverPhase 2/Bldg 2 TurnoverSEC PreconConcrete CompletionGarage CompletionFraming CompletionRough CompletionPhase 1 - 1st Level TCOPhase 2 - 2nd Level TCOPhase 3 - 3rd Level TCOPhase 5 - 4th Level TCOPhase 7 - 5th Level TCOPhase 9 - 6th Level TCOPhase 11 - 7th Level TCOPhase 1 - 2nd Level TCOPhase 2 - 3rd Level TCOPhase 4 - 4th Level TCOPhase 6 - 5th Level TCOPhase 8 - 6th Level TCOPhase 10 - 7th Level TCOPhase 12 - 8th Level TCOSEC Measures/EntrancesAbatementDemo ExistingMass GradingUtilitiesFine Grade Garage PadSurvey & Control PointsSEC @ InletsDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 1 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA3270Fine Grade Pads723-Jun-2101-Jul-21EXTERIOR IMPROVEMENTSEXTERIOR IMPROVEMENTS5008-Feb-2319-Apr-23A3290Courtyard Hard/Landscape4508-Feb-2312-Apr-23A3300Exterior Improvements4515-Feb-2319-Apr-23STRUCTURESTRUCTURE55725-May-2111-Aug-23FOUNDATIONS & FRAMEFOUNDATIONS & FRAME21525-May-2101-Apr-22GARAGEGARAGE21525-May-2101-Apr-22A1010Foundations1525-May-2115-Jun-21A1030CIP Retaining Walls3025-May-2107-Jul-21A1040Erect Precast Parking Deck5008-Jul-2116-Sep-21A1020Underground MEP2017-Sep-2114-Oct-21A1050Grout Precast2017-Sep-2114-Oct-21A50910Garage MEP4008-Oct-2106-Dec-21A50930Garage Railings1515-Oct-2104-Nov-21A1060SOG1515-Oct-2104-Nov-21A50905Traffic Coating1505-Nov-2129-Nov-21A50920Elevators6005-Nov-2104-Feb-22A50940Misc Garage2007-Feb-2204-Mar-22A50950Garage Punch2007-Mar-2201-Apr-22Bldg 1 Fdts & FrameBldg 1 Fdts & Frame11017-Sep-2125-Feb-22Bldg 1 Lvl 1Bldg 1 Lvl 14017-Sep-2111-Nov-21A1080Foundations1017-Sep-2130-Sep-21A1090Underground Plbg, Elect501-Oct-2107-Oct-21A1110CIP Walls2501-Oct-2104-Nov-21A1100CIP Columns1508-Oct-2128-Oct-21A1120SOG505-Nov-2111-Nov-21Bldg 1 Lvl 2Bldg 1 Lvl 23012-Nov-2129-Dec-21A1180CIP Columns1012-Nov-2129-Nov-21A1190CIP Walls1512-Nov-2106-Dec-21A1210Shoring/Decking730-Nov-2108-Dec-21A1220MEP Sleeves309-Dec-2113-Dec-21A1230PT Cable/Reinforcing714-Dec-2122-Dec-21A1240Place Concrete022-Dec-21A1250Tension Cables327-Dec-2129-Dec-21Bldg 1 Lvl 3Bldg 1 Lvl 34030-Dec-2125-Feb-22A51483Shoring/Decking730-Dec-2110-Jan-22A51484MEP Sleeves311-Jan-2213-Jan-22A51485PT Cable/Reinforcing714-Jan-2225-Jan-22A51486Place Concrete025-Jan-22A51487Tension Cables326-Jan-2228-Jan-22A3162Masonry Shafts2031-Jan-2225-Feb-22Bldg 2 Fdtns & FrameBldg 2 Fdtns & Frame10001-Oct-2125-Feb-22Bldg 2 Lvl 2Bldg 2 Lvl 23501-Oct-2118-Nov-21A4240Foundations1001-Oct-2114-Oct-21A4250Underground Plbg, Elect508-Oct-2114-Oct-21FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Fine Grade PadsCourtyard Hard/LandscapeExterior ImprovementsFoundationsCIP Retaining WallsErect Precast Parking DeckUnderground MEPGrout PrecastGarage MEPGarage RailingsSOGTraffic CoatingElevatorsMisc GarageGarage PunchFoundationsUnderground Plbg, ElectCIP WallsCIP ColumnsSOGCIP ColumnsCIP WallsShoring/DeckingMEP SleevesPT Cable/ReinforcingPlace ConcreteTension CablesShoring/DeckingMEP SleevesPT Cable/ReinforcingPlace ConcreteTension CablesMasonry ShaftsFoundationsUnderground Plbg, ElectDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 2 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA4260CIP Columns1515-Oct-2104-Nov-21A4270CIP Walls2015-Oct-2111-Nov-21A51500Retaining Wall2015-Oct-2111-Nov-21A4280SOG512-Nov-2118-Nov-21Bldg 2 Lvl 3Bldg 2 Lvl 32019-Nov-2120-Dec-21A4180Shoring/Decking719-Nov-2101-Dec-21A4190MEP Sleeves302-Dec-2106-Dec-21A4200PT Cable/Reinforcing707-Dec-2115-Dec-21A4210Place Concrete015-Dec-21A44220Tension Cables316-Dec-2120-Dec-21Bldg 2 Lvl 4Bldg 2 Lvl 44521-Dec-2125-Feb-22A51488Shoring/Decking721-Dec-2103-Jan-22A51489MEP Sleeves304-Jan-2206-Jan-22A51490PT Cable/Reinforcing707-Jan-2218-Jan-22A51491Place Concrete018-Jan-22A51492Tension Cables319-Jan-2221-Jan-22A3160Masonry Shafts2524-Jan-2225-Feb-22CORE FRAMING AND PME & FP SYSTEMSCORE FRAMING AND PME & FP SYSTEMS36224-Jan-2229-Jun-23FRAMINGFRAMING18824-Jan-2218-Oct-22LeasingLeasing2415-Feb-2218-Mar-22Leasing Lvl 1Leasing Lvl 11215-Feb-2202-Mar-22A51412Layout215-Feb-2216-Feb-22A51413Wall Framing1017-Feb-2202-Mar-22Leasing Lvl 2Leasing Lvl 21203-Mar-2218-Mar-22A51414Layout203-Mar-2204-Mar-22A51415Wall Framing1007-Mar-2218-Mar-22Bldg 1Bldg 118231-Jan-2217-Oct-22Bldg 1 Lvl 1Bldg 1 Lvl 11131-Jan-2214-Feb-22A1260Layout331-Jan-2202-Feb-22A1270Wall Framing1001-Feb-2214-Feb-22Bldg 1 Lvl 2Bldg 1 Lvl 2808-Feb-2217-Feb-22A1300Layout308-Feb-2210-Feb-22A1310Wall Framing709-Feb-2217-Feb-22Bldg 1 Lvl 3Bldg 1 Lvl 31507-Mar-2225-Mar-22A1340Layout307-Mar-2209-Mar-22A1350Wall Framing708-Mar-2216-Mar-22A1360Trusses517-Mar-2223-Mar-22A1370Floor Decking224-Mar-2225-Mar-22Bldg 1 Lvl 4Bldg 1 Lvl 41525-Apr-2213-May-22A1380Layout325-Apr-2227-Apr-22A1390Wall Framing726-Apr-2204-May-22A1400Trusses505-May-2211-May-22A1410Floor Decking212-May-2213-May-22Bldg 1 Lvl 5Bldg 1 Lvl 51513-Jun-2201-Jul-22A1420Layout313-Jun-2215-Jun-22FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024CIP ColumnsCIP WallsRetaining WallSOGShoring/DeckingMEP SleevesPT Cable/ReinforcingPlace ConcreteTension CablesShoring/DeckingMEP SleevesPT Cable/ReinforcingPlace ConcreteTension CablesMasonry ShaftsLayoutWall FramingLayoutWall FramingLayoutWall FramingLayoutWall FramingLayoutWall FramingTrussesFloor DeckingLayoutWall FramingTrussesFloor DeckingLayoutDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 3 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA1430Wall Framing714-Jun-2222-Jun-22A1440Trusses523-Jun-2229-Jun-22A1450Floor Decking230-Jun-2201-Jul-22Bldg 1 Lvl 6Bldg 1 Lvl 61520-Jul-2209-Aug-22A3560Layout320-Jul-2222-Jul-22A3570Wall Framing721-Jul-2229-Jul-22A3580Trusses501-Aug-2205-Aug-22A3590Floor Decking208-Aug-2209-Aug-22Bldg 1 Lvl 7Bldg 1 Lvl 72808-Sep-2217-Oct-22A51408Layout308-Sep-2212-Sep-22A51409Wall Framing1013-Sep-2226-Sep-22A51410Trusses527-Sep-2203-Oct-22A51411Roof Decking1004-Oct-2217-Oct-22Roof LvlRoof Lvl1227-Sep-2212-Oct-22A1460Layout227-Sep-2228-Sep-22A1470Parapet1029-Sep-2212-Oct-22Bldg 2Bldg 218824-Jan-2218-Oct-22Bldg 2 Lvl 2Bldg 2 Lvl 21124-Jan-2207-Feb-22A1480Layout324-Jan-2226-Jan-22A1490Wall Framing1025-Jan-2207-Feb-22Bldg 2 Lvl 3Bldg 2 Lvl 31118-Feb-2204-Mar-22A1520Layout218-Feb-2221-Feb-22A1530Wall Framing1021-Feb-2204-Mar-22Bldg 2 Lvl 4Bldg 2 Lvl 41928-Mar-2222-Apr-22A1560Layout228-Mar-2229-Mar-22A1570Wall Framing1029-Mar-2212-Apr-22A1580Trusses1006-Apr-2220-Apr-22A1590Floor Decking221-Apr-2222-Apr-22Bldg 2 Lvl 5Bldg 2 Lvl 51916-May-2210-Jun-22A1600Layout216-May-2217-May-22A1610Wall Framing1017-May-2231-May-22A1620Trusses1025-May-2208-Jun-22A1630Floor Decking209-Jun-2210-Jun-22Bldg 2 Lvl 6Bldg 2 Lvl 61905-Jul-2229-Jul-22A1640Layout205-Jul-2206-Jul-22A1650Wall Framing1006-Jul-2219-Jul-22A1660Trusses1014-Jul-2227-Jul-22A1670Floor Decking228-Jul-2229-Jul-22Bldg 2 Lvl 7Bldg 2 Lvl 72010-Aug-2207-Sep-22A46520Layout210-Aug-2211-Aug-22A46530Wall Framing1012-Aug-2225-Aug-22A46540Trusses1022-Aug-2202-Sep-22A46550Floor Decking206-Sep-2207-Sep-22Bldg 2 Lvl 8Bldg 2 Lvl 82208-Sep-2207-Oct-22A51404Layout208-Sep-2209-Sep-22FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Wall FramingTrussesFloor DeckingLayoutWall FramingTrussesFloor DeckingLayoutWall FramingTrussesRoof DeckingLayoutParapetLayoutWall FramingLayoutWall FramingLayoutWall FramingTrussesFloor DeckingLayoutWall FramingTrussesFloor DeckingLayoutWall FramingTrussesFloor DeckingLayoutWall FramingTrussesFloor DeckingLayoutDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 4 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA51405Wall Framing1012-Sep-2223-Sep-22A51406Trusses1019-Sep-2230-Sep-22A51407Roof Decking503-Oct-2207-Oct-22Roof LvlRoof Lvl710-Oct-2218-Oct-22A1680Layout210-Oct-2211-Oct-22A1690Parapet512-Oct-2218-Oct-22MEP ROUGHMEP ROUGH34318-Feb-2229-Jun-23Leasing MEP RoughLeasing MEP Rough6604-Mar-2207-Jun-22Leasing Lvl 1 MEPLeasing Lvl 1 MEP5604-Mar-2223-May-22A51392Fire Protection1004-Mar-2217-Mar-22A51391Plumbing1009-Mar-2222-Mar-22A51390Electrical1014-Mar-2225-Mar-22A51393HVAC Duct1026-Apr-2209-May-22A51394HVAC Pipe/Line Sets1010-May-2223-May-22Leasing Lvl 2 MEPLeasing Lvl 2 MEP5618-Mar-2207-Jun-22A51397Fire Protection1018-Mar-2231-Mar-22A51396Plumbing1001-Apr-2215-Apr-22A51395Electrical1006-Apr-2220-Apr-22A51398HVAC Duct1012-Apr-2225-Apr-22A51399HVAC Pipe/Line Sets1024-May-2207-Jun-22Bldg 1 MEP RoughBldg 1 MEP Rough33818-Feb-2222-Jun-23Bldg 1 Lvl 1 MEPBldg 1 Lvl 1 MEP2018-Feb-2217-Mar-22A1850Fire Protection1018-Feb-2203-Mar-22A1840Plumbing1023-Feb-2208-Mar-22A1830Electrical1028-Feb-2211-Mar-22A1860HVAC Duct1003-Mar-2216-Mar-22A1870HVAC Pipe/Line Sets808-Mar-2217-Mar-22Bldg 1 Lvl 2 MEPBldg 1 Lvl 2 MEP16118-Apr-2205-Dec-22A1980Fire Protection1018-Apr-2229-Apr-22A1970Plumbing1002-May-2213-May-22A1960Electrical1010-Nov-2223-Nov-22A1990HVAC Duct1017-Nov-2202-Dec-22A2000HVAC Pipe/Line Sets822-Nov-2205-Dec-22Bldg 1 Lvl 3 MEPBldg 1 Lvl 3 MEP16216-May-2206-Jan-23A2030Fire Protection1016-May-2227-May-22A2020Plumbing1031-May-2213-Jun-22A2010Electrical1012-Dec-2227-Dec-22A2040HVAC Duct1019-Dec-2204-Jan-23A2050HVAC Pipe/Line Sets827-Dec-2206-Jan-23Bldg 1 Lvl 4 MEPBldg 1 Lvl 4 MEP14705-Jul-2203-Feb-23A2080Fire Protection1005-Jul-2218-Jul-22A2070Plumbing1008-Jul-2221-Jul-22A2060Electrical1012-Jan-2326-Jan-23A2090HVAC Duct1020-Jan-2302-Feb-23A2100HVAC Pipe/Line Sets825-Jan-2303-Feb-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Wall FramingTrussesRoof DeckingLayoutParapetFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 5 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishBldg 1 Lvl 5 MEPBldg 1 Lvl 5 MEP14110-Aug-2203-Mar-23A2130Fire Protection1010-Aug-2223-Aug-22A2120Plumbing1015-Aug-2226-Aug-22A2110Electrical1010-Feb-2323-Feb-23A2140HVAC Duct1017-Feb-2302-Mar-23A2150HVAC Pipe/Line Sets822-Feb-2303-Mar-23Bldg 1 Lvl 6 MEPBldg 1 Lvl 6 MEP14108-Sep-2231-Mar-23A4000Fire Protection1008-Sep-2221-Sep-22A3990Plumbing1018-Oct-2231-Oct-22A3980Electrical1010-Mar-2323-Mar-23A4010HVAC Duct1017-Mar-2330-Mar-23A4020HVAC Pipe/Line Sets822-Mar-2331-Mar-23Bldg 1 Lvl 7 MEPBldg 1 Lvl 7 MEP13518-Oct-2203-May-23A51441Fire Protection1018-Oct-2231-Oct-22A51440Plumbing1015-Nov-2230-Nov-22A51439Electrical1010-Apr-2321-Apr-23A51442HVAC Duct1017-Apr-2328-Apr-23A51443HVAC Pipe/Line Sets1020-Apr-2303-May-23Roof Lvl MEPRoof Lvl MEP3504-May-2322-Jun-23A2170Mech, Elect Rough504-May-2310-May-23A2180HVAC Units3011-May-2322-Jun-23Bldg 2 MEP RoughBldg 2 MEP Rough31301-Apr-2229-Jun-23Bldg 2 Lvl 2 MEPBldg 2 Lvl 2 MEP16301-Apr-2221-Nov-22A2300Fire Protection1001-Apr-2215-Apr-22A2290Plumbing1018-Apr-2229-Apr-22A2280Electrical1027-Oct-2209-Nov-22A2310HVAC Duct1003-Nov-2216-Nov-22A2320HVAC Pipe/Line Sets1008-Nov-2221-Nov-22Bldg 2 Lvl 3 MEPBldg 2 Lvl 3 MEP16302-May-2221-Dec-22A2350Fire Protection1002-May-2213-May-22A2340Plumbing1016-May-2227-May-22A2330Electrical1028-Nov-2209-Dec-22A2360HVAC Duct1005-Dec-2216-Dec-22A2370HVAC Pipe/Line Sets1008-Dec-2221-Dec-22Bldg 2 Lvl 4 MEPBldg 2 Lvl 4 MEP16031-May-2219-Jan-23A2400Fire Protection1031-May-2213-Jun-22A2390Plumbing1014-Jun-2227-Jun-22A2380Electrical1028-Dec-2211-Jan-23A2410HVAC Duct1005-Jan-2319-Jan-23A2420HVAC Pipe/Line Sets1005-Jan-2319-Jan-23Bldg 2 Lvl 5 MEPBldg 2 Lvl 5 MEP14619-Jul-2216-Feb-23A2450Fire Protection1019-Jul-2201-Aug-22A2440Plumbing1022-Jul-2204-Aug-22A2430Electrical1027-Jan-2309-Feb-23A2460HVAC Duct1003-Feb-2316-Feb-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Fire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsMech, Elect RoughHVAC UnitsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 6 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA2470HVAC Pipe/Line Sets1003-Feb-2316-Feb-23Bldg 2 Lvl 6 MEPBldg 2 Lvl 6 MEP14324-Aug-2221-Mar-23A2500Fire Protection1024-Aug-2207-Sep-22A2490Plumbing1029-Aug-2212-Sep-22A2480Electrical1024-Feb-2309-Mar-23A2510HVAC Duct1003-Mar-2316-Mar-23A2520HVAC Pipe/Line Sets1008-Mar-2321-Mar-23Bldg 2 Lvl 7 MEPBldg 2 Lvl 7 MEP14022-Sep-2214-Apr-23A46905Fire Protection1022-Sep-2205-Oct-22A46895Plumbing1001-Nov-2214-Nov-22A46885Electrical1024-Mar-2306-Apr-23A46915HVAC Duct1031-Mar-2314-Apr-23A46925HVAC Pipe/Line Sets1031-Mar-2314-Apr-23Bldg 2 Lvl 8 MEPBldg 2 Lvl 8 MEP13501-Nov-2217-May-23A51436Fire Protection1001-Nov-2214-Nov-22A51435Plumbing1001-Dec-2214-Dec-22A51434Electrical1024-Apr-2305-May-23A51437HVAC Duct1001-May-2312-May-23A51438HVAC Pipe/Line Sets1004-May-2317-May-23Roof Lvl MEPRoof Lvl MEP4004-May-2329-Jun-23A2530Mech, Elect Rough1004-May-2317-May-23A2540HVAC Units3018-May-2329-Jun-23ENVELOPEENVELOPE24518-Feb-2209-Feb-23Leasing EnvelopeLeasing Envelope8423-Feb-2222-Jun-22A51378Level 1 Sheathing323-Feb-2225-Feb-22A51379Level 2 Sheathing331-Mar-2204-Apr-22A51385Windows1505-Apr-2226-Apr-22A51387Exteriors4027-Apr-2222-Jun-22Bldg 1 EnvelopeBldg 1 Envelope24518-Feb-2209-Feb-23A1880Level 1 Sheathing318-Feb-2222-Feb-22A1890Level 2 Sheathing328-Mar-2230-Mar-22A1900Level 3 Sheathing316-May-2218-May-22A1910Level 4 Sheathing305-Jul-2207-Jul-22A1920Level 5 Sheathing310-Aug-2212-Aug-22A1923Level 6 Sheathing315-Aug-2217-Aug-22A51450Level 7 Sheathing310-Oct-2212-Oct-22A1928Roofing1013-Oct-2226-Oct-22A1940Windows1020-Oct-2202-Nov-22A51501North Exteriors2027-Oct-2223-Nov-22A2570East Exteriors3028-Nov-2211-Jan-23A51502South Exteriors2012-Jan-2309-Feb-23Bldg 2 EnvelopeBldg 2 Envelope22615-Mar-2207-Feb-23A2190Level 2 Sheathing315-Mar-2217-Mar-22A2200Level 3 Sheathing325-Apr-2227-Apr-22A2210Level 4 Sheathing313-Jun-2215-Jun-22FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024HVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsFire ProtectionPlumbingElectricalHVAC DuctHVAC Pipe/Line SetsMech, Elect RoughHVAC UnitsLevel 1 SheathingLevel 2 SheathingWindowsExteriorsLevel 1 SheathingLevel 2 SheathingLevel 3 SheathingLevel 4 SheathingLevel 5 SheathingLevel 6 SheathingLevel 7 SheathingRoofingWindowsNorth ExteriorsEast ExteriorsSouth ExteriorsLevel 2 SheathingLevel 3 SheathingLevel 4 SheathingDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 7 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA2220Level 5 Sheathing301-Aug-2203-Aug-22A2230Level 6 Sheathing308-Sep-2212-Sep-22A2235Level 7 Sheathing313-Sep-2215-Sep-22A51451Level 8 Sheathing314-Oct-2218-Oct-22A2240Roofing1017-Oct-2228-Oct-22A2250Windows331-Oct-2202-Nov-22A2270CY Windows303-Nov-2207-Nov-22A2580CY Exteriors3008-Nov-2221-Dec-22A2590South Exteriors3001-Dec-2217-Jan-23A2600East Exteriors3026-Dec-2207-Feb-23INTERIORS & TRIMOUTINTERIORS & TRIMOUT19827-Oct-2211-Aug-23Leasing InteriorsLeasing Interiors10503-Nov-2206-Apr-23Leasing 1 Lvl 1Leasing 1 Lvl 17503-Nov-2223-Feb-23A51355Insulation503-Nov-2209-Nov-22A51356Hang Drywall617-Nov-2228-Nov-22A51357Finish Drywall829-Nov-2208-Dec-22A51358Install Doors/Trim1012-Dec-2227-Dec-22A51359Paint1028-Dec-2211-Jan-23A51360Millwork1012-Jan-2326-Jan-23A51361Flooring1027-Jan-2309-Feb-23A51362MEP Trim1010-Feb-2323-Feb-23Leasing 1 Lvl 2Leasing 1 Lvl 210010-Nov-2206-Apr-23A51363Insulation510-Nov-2216-Nov-22A51364Hang Drywall629-Nov-2206-Dec-22A51365Finish Drywall807-Dec-2216-Dec-22A51366Install Doors/Trim1027-Jan-2309-Feb-23A51367Paint1010-Feb-2323-Feb-23A51368Millwork1024-Feb-2309-Mar-23A51369Flooring1010-Mar-2323-Mar-23A51370MEP Trim1024-Mar-2306-Apr-23Bldg 1 InteriorsBldg 1 Interiors18827-Oct-2228-Jul-23Bldg 1 Lvl 1Bldg 1 Lvl 17627-Oct-2217-Feb-23A2610Insulation527-Oct-2202-Nov-22A2620Hang Drywall1003-Nov-2216-Nov-22A2630Finish Drywall1510-Nov-2202-Dec-22A2640Install Doors/Trim1028-Nov-2209-Dec-22A2650Paint1012-Dec-2227-Dec-22A2660Millwork1527-Dec-2218-Jan-23A2670Flooring1513-Jan-2303-Feb-23A2680MEP Trim1530-Jan-2317-Feb-23Bldg 1 Lvl 2Bldg 1 Lvl 26302-Dec-2206-Mar-23A2690Insulation802-Dec-2213-Dec-22A2700Hang Drywall819-Dec-2230-Dec-22A2710Finish Drywall1528-Dec-2219-Jan-23A2720Install Doors/Trim1012-Jan-2326-Jan-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Level 5 SheathingLevel 6 SheathingLevel 7 SheathingLevel 8 SheathingRoofingWindowsCY WindowsCY ExteriorsSouth ExteriorsEast ExteriorsInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 8 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA2730Paint1020-Jan-2302-Feb-23A2740Millwork1527-Jan-2316-Feb-23A2750Flooring1503-Feb-2323-Feb-23A2760MEP Trim1514-Feb-2306-Mar-23Bldg 1 Lvl 3Bldg 1 Lvl 35804-Jan-2327-Mar-23A2770Insulation604-Jan-2311-Jan-23A2780Hang Drywall813-Jan-2325-Jan-23A2790Finish Drywall1523-Jan-2310-Feb-23A2800Install Doors/Trim1007-Feb-2320-Feb-23A2810Paint1014-Feb-2327-Feb-23A2820Millwork1521-Feb-2313-Mar-23A2830Flooring1528-Feb-2320-Mar-23A2840MEP Trim1507-Mar-2327-Mar-23Bldg 1 Lvl 4Bldg 1 Lvl 46401-Feb-2302-May-23A2850Insulation601-Feb-2308-Feb-23A2860Hang Drywall1003-Feb-2316-Feb-23A2870Finish Drywall1510-Feb-2302-Mar-23A2880Install Doors/Trim1027-Feb-2310-Mar-23A2890Paint1007-Mar-2320-Mar-23A2900Millwork1514-Mar-2303-Apr-23A2910Flooring1528-Mar-2318-Apr-23A2920MEP Trim1512-Apr-2302-May-23Bldg 1 Lvl 5Bldg 1 Lvl 56628-Feb-2301-Jun-23A2930Insulation828-Feb-2309-Mar-23A2940Hang Drywall1006-Mar-2317-Mar-23A2950Finish Drywall1513-Mar-2331-Mar-23A2960Install Doors/Trim1028-Mar-2311-Apr-23A2970Paint1005-Apr-2319-Apr-23A2980Millwork1513-Apr-2303-May-23A2990Flooring1527-Apr-2317-May-23A3000MEP Trim1511-May-2301-Jun-23Bldg 1 Lvl 6Bldg 1 Lvl 66928-Mar-2305-Jul-23A3740Insulation628-Mar-2304-Apr-23A3750Hang Drywall810-Apr-2319-Apr-23A3760Finish Drywall1517-Apr-2305-May-23A3770Install Doors/Trim1002-May-2315-May-23A3780Paint1009-May-2322-May-23A3790Millwork1523-May-2313-Jun-23A3800Flooring1507-Jun-2327-Jun-23A3810MEP Trim1514-Jun-2305-Jul-23Bldg 1 Lvl 7Bldg 1 Lvl 76428-Apr-2328-Jul-23A51311Insulation628-Apr-2305-May-23A51312Hang Drywall1002-May-2315-May-23A51313Finish Drywall1504-May-2324-May-23A51314Install Doors/Trim1019-May-2302-Jun-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024PaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 9 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA51315Paint1024-May-2307-Jun-23A51316Millwork1509-Jun-2329-Jun-23A51317Flooring1523-Jun-2314-Jul-23A51318MEP Trim1510-Jul-2328-Jul-23Bldg 2 InteriorsBldg 2 Interiors18022-Nov-2211-Aug-23Bldg 2 Lvl 2Bldg 2 Lvl 26322-Nov-2224-Feb-23A50000Insulation622-Nov-2201-Dec-22A50010Hang Drywall807-Dec-2216-Dec-22A50020Finish Drywall1013-Dec-2228-Dec-22A50040Paint1520-Dec-2212-Jan-23A50030Install Doors/Trim826-Dec-2205-Jan-23A50050Millwork2029-Dec-2227-Jan-23A50060Flooring2013-Jan-2310-Feb-23A50070MEP Trim2030-Jan-2324-Feb-23Bldg 2 Lvl 3Bldg 2 Lvl 35426-Dec-2213-Mar-23A50260Insulation626-Dec-2203-Jan-23A50270Hang Drywall803-Jan-2312-Jan-23A50280Finish Drywall1009-Jan-2323-Jan-23A50290Install Doors/Trim819-Jan-2330-Jan-23A50300Paint1526-Jan-2315-Feb-23A50310Millwork2031-Jan-2327-Feb-23A50320Flooring2007-Feb-2306-Mar-23A50330MEP Trim2014-Feb-2313-Mar-23Bldg 2 Lvl 4Bldg 2 Lvl 46717-Jan-2320-Apr-23A50340Insulation617-Jan-2324-Jan-23A50350Hang Drywall826-Jan-2306-Feb-23A50360Finish Drywall1002-Feb-2315-Feb-23A50370Install Doors/Trim813-Feb-2322-Feb-23A50380Paint1516-Feb-2308-Mar-23A50390Millwork2023-Feb-2322-Mar-23A50400Flooring2009-Mar-2305-Apr-23A50410MEP Trim2023-Mar-2320-Apr-23Bldg 2 Lvl 5Bldg 2 Lvl 56417-Feb-2318-May-23A50420Insulation617-Feb-2324-Feb-23A50430Hang Drywall822-Feb-2303-Mar-23A50440Finish Drywall1027-Feb-2310-Mar-23A50450Install Doors/Trim808-Mar-2317-Mar-23A50460Paint1509-Mar-2329-Mar-23A50470Millwork2016-Mar-2313-Apr-23A50480Flooring2006-Apr-2304-May-23A50490MEP Trim2021-Apr-2318-May-23Bldg 2 Lvl 6Bldg 2 Lvl 66320-Mar-2316-Jun-23A50500Insulation620-Mar-2327-Mar-23A50510Hang Drywall1024-Mar-2306-Apr-23A50520Finish Drywall1030-Mar-2313-Apr-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024PaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallPaintInstall Doors/TrimMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 10 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA50530Install Doors/Trim811-Apr-2320-Apr-23A50540Paint1514-Apr-2304-May-23A50550Millwork2021-Apr-2318-May-23A50560Flooring2005-May-2302-Jun-23A50570MEP Trim2019-May-2316-Jun-23Bldg 2 Lvl 7Bldg 2 Lvl 76812-Apr-2318-Jul-23A50580Insulation612-Apr-2319-Apr-23A50590Hang Drywall820-Apr-2301-May-23A50600Finish Drywall1027-Apr-2310-May-23A50610Install Doors/Trim808-May-2317-May-23A50620Paint1515-May-2305-Jun-23A50630Millwork2022-May-2319-Jun-23A50640Flooring2006-Jun-2304-Jul-23A50650MEP Trim2020-Jun-2318-Jul-23Bldg 2 Lvl 8Bldg 2 Lvl 86315-May-2311-Aug-23A51426Insulation615-May-2322-May-23A51427Hang Drywall823-May-2302-Jun-23A51428Finish Drywall1030-May-2312-Jun-23A51429Install Doors/Trim808-Jun-2319-Jun-23A51430Paint1509-Jun-2329-Jun-23A51431Millwork2016-Jun-2314-Jul-23A51432Flooring2030-Jun-2328-Jul-23A51433MEP Trim2017-Jul-2311-Aug-23FINAL INSPECTIONSFINAL INSPECTIONS14220-Feb-2311-Sep-23PUNCHLISTPUNCHLIST14220-Feb-2311-Sep-23Leasing PunchLeasing Punch5024-Feb-2305-May-23Leasing Lvl 1Leasing Lvl 12024-Feb-2323-Mar-23A51371Samet Punch1024-Feb-2309-Mar-23A51372Owner A/E Punch1010-Mar-2323-Mar-23A51373Turnover023-Mar-23Leasing Lvl 2Leasing Lvl 22010-Apr-2305-May-23A51374Samet Punch1010-Apr-2321-Apr-23A51375Owner A/E Punch1024-Apr-2305-May-23A51376Turnover005-May-23Bldg 1 PunchBldg 1 Punch13320-Feb-2328-Aug-23Bldg 1 Lvl 1Bldg 1 Lvl 13020-Feb-2331-Mar-23A3010Samet Punch1020-Feb-2303-Mar-23A3020Owner A/E Punch1513-Mar-2331-Mar-23A3030Turnover031-Mar-23Bldg 1 Lvl 2Bldg 1 Lvl 23007-Mar-2318-Apr-23A3040Samet Punch1007-Mar-2320-Mar-23A3050Owner A/E Punch1521-Mar-2311-Apr-23A3060Turnover018-Apr-23Bldg 1 Lvl 3Bldg 1 Lvl 32528-Mar-2302-May-23A3070Samet Punch1028-Mar-2311-Apr-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Install Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimInsulationHang DrywallFinish DrywallInstall Doors/TrimPaintMillworkFlooringMEP TrimSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 11 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA3080Owner A/E Punch1512-Apr-2302-May-23A3090Turnover002-May-23Bldg 1 Lvl 4Bldg 1 Lvl 42526-Apr-2331-May-23A3100Samet Punch1026-Apr-2309-May-23A3110Owner A/E Punch1510-May-2331-May-23A3120Turnover031-May-23Bldg 1 Lvl 5Bldg 1 Lvl 52526-May-2330-Jun-23A3130Samet Punch1026-May-2309-Jun-23A3140Owner A/E Punch1512-Jun-2330-Jun-23A3150Turnover030-Jun-23Bldg 1 Lvl 6Bldg 1 Lvl 62528-Jun-2302-Aug-23A3680Samet Punch1028-Jun-2312-Jul-23A3690Owner A/E Punch1513-Jul-2302-Aug-23A3700Turnover002-Aug-23Bldg 1 Lvl 7Bldg 1 Lvl 72525-Jul-2328-Aug-23A51343Samet Punch1025-Jul-2307-Aug-23A51344Owner A/E Punch1508-Aug-2328-Aug-23A51345Turnover028-Aug-23Bldg 2 PunchBldg 2 Punch13727-Feb-2311-Sep-23Bldg 2 Lvl 2Bldg 2 Lvl 22527-Feb-2331-Mar-23A49910Samet Punch1027-Feb-2310-Mar-23A49920Owner A/E Punch1513-Mar-2331-Mar-23A49930Turnover031-Mar-23Bldg 2 Lvl 3Bldg 2 Lvl 32514-Mar-2318-Apr-23A50690Samet Punch1014-Mar-2327-Mar-23A50700Owner A/E Punch1528-Mar-2318-Apr-23A50710Turnover018-Apr-23Bldg 2 Lvl 4Bldg 2 Lvl 42514-Apr-2318-May-23A50720Samet Punch1014-Apr-2327-Apr-23A50730Owner A/E Punch1528-Apr-2318-May-23A50740Turnover018-May-23Bldg 2 Lvl 5Bldg 2 Lvl 52512-May-2316-Jun-23A50750Samet Punch1012-May-2325-May-23A50760Owner A/E Punch1526-May-2316-Jun-23A50770Turnover016-Jun-23Bldg 2 Lvl 6Bldg 2 Lvl 62512-Jun-2317-Jul-23A50780Samet Punch1012-Jun-2323-Jun-23A50790Owner A/E Punch1526-Jun-2317-Jul-23A50800Turnover017-Jul-23Bldg 2 Lvl 7Bldg 2 Lvl 72512-Jul-2315-Aug-23A50660Samet Punch1012-Jul-2325-Jul-23A50670Owner A/E Punch1526-Jul-2315-Aug-23A50680Turnover015-Aug-23Bldg 2 Lvl 8Bldg 2 Lvl 82507-Aug-2311-Sep-23A51349Samet Punch1007-Aug-2318-Aug-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Owner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchOwner A/E PunchTurnoverSamet PunchDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 12 of 13 Activity IDActivity NamePlannedWorkdaysStartFinishA51350Owner A/E Punch1521-Aug-2311-Sep-23A51351Turnover011-Sep-23FMarAprMJunJulASOctNDJanFMAprMJunJulASOctNDJanFMarAprMJunJulASOctNDJanFQtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 12021202220232024Owner A/E PunchTurnoverDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs) | Dunavant-Hawkings Layout: WBS Layout 11x17 Report | TASK filter: All ActivitiesData Date: 01-Mar-21 Run Date: 23-Oct-20 16:38Actual WorkRemaining WorkNear-Critical Rem WorkCritical Remaining WorkMilestoneCritical MilestoneDunavant-Hawkings Apts (Precon Schedule DRAFT based on 8/3/20 drwgs)For Review, Comment, Revision as necessaryPage 13 of 13 Appendix C Preliminary Grading Plan and Cut-Fill Analysis LE A S I N G / A M E N I T Y CY C L E C E N T E R RE S I D E N T S T O R A G E RES I D E N T S T O R A G E EL E C . RIS E R ELE V . 1 EL E V . 2 ST A I R A ME C H V E N T ST A I R B ST A I R C M E C H . V E N T ME C H . D O G W A S H TR A S H R O O M 718 ' - 4 1 / 4 " 2B R U N I T A L T JR U N I T JR U N I T JR U N I T 1B R U N I T JR U N I T 1B R D U N I T 1B R D U N I T 1B R D U N I T 1B R D U N I T 71 9 ' - 1 0 1 / 4 " 71 9 ' - 1 0 1 / 4 " ST O R . D UN A V A N T S T R E E T ( 5 0 ' R /W )DUNAVANT STREET(50' R/W)DISTRIBUTION STREET(50' R/W) FFE: 732.0 FFE: 715.0 FFE: 716.0 FFE: 717.0 FFE: 718.0 FFE: 719.9 FFE: 712.0 FFE: 719.9 FFE: 719.9 FFE: 719.0 POOL COURTYARD AMENITY COURTYARD 7 3 0 725 72072072 0720 715712712 715 720 720 720725 720 7257 3 0 FFE: 732.0 729 728 727 726 724 723722721719 718 717 716 714 713 73072573071 2 71 3 71 4 715 71 6 71 7 71 8 71 9 72 0 72 1 72 2 72 3 72 4 72 5 8/8/2020 2:31 PM DMELVIN \\CHFILES\PROJECTS\_2020\1020014\CAD\DOCUMENTATION\SD\1020014-SD GRADING.DWG PN1020014 | SCHEMATIC DESIGN PACKAGE 08.07.2020 | AKRIDGE + KETTLER DUNAVANT & DISTRIBUTION ▪ PRELIMINARY GRADING PLAN SCALE:1"=30' 15'30'45'75'0 DI S T R I B U T I O N S T DUNA V A N T S T DISTRIBUTION ST DUNAVANT ST