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Home My WebLink About24062 South and Hollis EMP 20210702 Via Email July 2, 2021 NCDEQ – Division of Waste Management Brownfields Program 1646 Mail Service Center Raleigh, NC 27699-1646 Attn: Mr. Bill Schmithorst, PG Re: Environmental Management Plan South and Hollis LoSo Charlotte, North Carolina Brownfields Project No. 24062-20-060 H&H Project No. AKR-007 Dear Bill: On behalf of KA LoSo Holdings LLC, enclosed is the Environmental Management Plan for the South and Hollis LoSo Brownfields property (Brownfields Project No. 24062-20-060) 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 Project Geologist Enclosure cc: Mr. Dan Coith and Mr. Dan Outen, Akridge (Via Email) Ms. Kary Katherine Stukes, Moore & Van Allen, PLLC (Via Email) #C-1269 Engineering #C-245 Geology Environmental Management Plan South and Hollis LoSo South Boulevard and Hollis Road Charlotte, North Carolina Brownfields Project No. 24062-20-060 July 2, 2021 H&H Job No. AKR-007 CONTENTS Completed EMP Template Form Tables Table 1 Summary of Soil Analytical Data Table 2 Summary of Groundwater Analytical Data Table 3 Summary of Soil Gas Analytical Data Figures Figure 1 Site Location Map Figure 2 Site and Sample Location Map Figure 3 Potential Concentrations of Concern Appendices Appendix A Preliminary Redevelopment Plan Appendix B Preliminary Grading Plan and Cut/Fill Analysis Appendix C Preliminary Construction Schedule 1 EMP Version 2, January 2021 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. The EMP is valid only for the scope of work described herein and must be updated to be applicable for new phases of redevelopment or after significant changes in applicable regulatory guidance. Voluntary Metrics Tab The NC Brownfields Program updates estimated capital investment (from the Brownfields Property Application) and estimated jobs created (from the Brownfields Agreement) whenever possible. As a voluntary measure, you may opt to complete the below information for capital investment and jobs created as estimated by your final redevelopment plans for the Brownfields Property: 1. Estimated capital investment in redevelopment project: Confidential; See Brownfields Property Application 2. Estimated jobs created: a. Construction Jobs: 300 b. Full Time Post-Redevelopment Jobs: 20 2 EMP Version 2, January 2021 Table of Contents NORTH CAROLINA BROWNFIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN ........................... 1 GENERAL INFORMATION ........................................................................................................................ 4 COMMUNICATIONS ................................................................................................................................ 4 NOTIFICATIONS TO THE BROWNFIELDS PROGRAM ............................................................................... 5 REDEVELOPMENT PLANS ........................................................................................................................ 5 CONTAMINATED MEDIA ......................................................................................................................... 7 PART 1. Soil ......................................................................................................................................... 8 PART 2. GROUNDWATER .................................................................................................................. 19 PART 3. SURFACE WATER .................................................................................................................. 21 PART 4. SEDIMENT ............................................................................................................................ 21 PART 5. SOIL VAPOR ......................................................................................................................... 21 PART 6. SUB‐SLAB SOIL VAPOR ........................................................................................................ 23 PART 7. INDOOR AIR ......................................................................................................................... 23 VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 24 CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials ..................... 24 POST‐REDEVELOPMENT REPORTING ..................................................................................................... 27 APPROVAL SIGNATURES ....................................................................................................................... 28 3 EMP Version 2, January 2021 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. 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. 4 EMP Version 2, January 2021 ☐ 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. GENERAL INFORMATION Date: 7/2/2021 Revision Date (if applicable): Click or tap to enter a date. Brownfields Assigned Project Name: South and Hollis LoSo Brownfields Project Number: 24062‐20‐060 Brownfields Property Address: 3423, 3435, and 3441 South Boulevard and 111 Hollis Road, Charlotte, Mecklenburg County Brownfields Property Area (acres): The Brownfields property consists of seven contiguous parcels totaling approximately 2.6 acres of land. 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 LoSo Holdings LLC Contact Person: Mr. Dan Coith Phone Numbers: Office: 402‐326‐5800 Mobile: Click or tap here to enter text. Email: dcoith@akridge.com Contractor for PD: Samet Corporation 5 EMP Version 2, January 2021 Contact Person: Mr. Mike MacPherson Phone Numbers: Office: 704‐697‐2125 Mobile: 240‐687‐3568 Email: mmcapherson@sametcorp.com Environmental Consultant: Hat & 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: Click or tap here to enter text. Email: William.schmithorst@ncdenr.gov Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, Hazardous Waste, Solid Waste): Brownfields Property Management Unit BFPropertyManagement@ncdenr.gov 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: 6 EMP Version 2, January 2021 Proposed redevelopment of the Brownfields property includes razing the existing Site buildings and leveling the Site for construction of a multi‐story apartment, commercial retail, and amenity building, and an associated non‐enclosed parking deck. Redevelopment activities also include installation of new access drives and landscaped areas. The preliminary redevelopment plan is provided as Appendix A. 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 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: A copy of the most recent Site Plan prepared for the redevelopment of the Brownfields property is included in Appendix A. A copy of the preliminary grading plan and cut and fill analysis are provided as Appendix B. A copy of the preliminary construction schedule is provided as Appendix C. As noted above, redevelopment plans include razing the existing Site buildings for development of a multi‐story apartment, retail, and amenities building with a non‐enclosed parking deck. In addition to construction of the apartment and retail building, redevelopment plans include construction of new access roads, a courtyard, and landscaped areas. 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 EMP Version 2, January 2021 7) Schedule for Redevelopment (attach construction schedule): a) Construction start date: 11/8/2021 b) Anticipated duration (specify activities during each phase): Demolition of Site structures is scheduled to begin on November 18, 2021, and Site work is scheduled to begin on November 29, 2021. The redevelopment is expected to be completed and occupied by March 2024. A copy of the construction schedule is provided as Appendix C. c) Additional phases planned? ☐ Yes ☒ No If yes, specify the start date and/or activities if known: Start Date: Click or tap to enter a date. Planned Activity: Click or tap here to enter text. Start Date: Click or tap to enter a date. Planned Activity: Click or tap here to enter text. Start Date: Click or tap to enter a date. Planned Activity: Click or tap here to enter text. d) Provide the planned date of occupancy for new buildings: 3/1/2024 CONTAMINATED MEDIA Please fill out the sections below, using detailed site plans, if available, or estimate using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure overlaying new construction onto figure showing contaminated soil and groundwater locations. 1) Contaminated Media on the Brownfields Property Part 1. Soil:……………………………………….……………. ☒ Yes ☐ No ☐ Suspected ☐ Unknown Part 2. Groundwater:.……………………….……..……. ☒ Yes ☐ No ☐ Suspected ☐ Unknown Part 3. Surface Water:.……………...……..…………… ☐ Yes ☒ No ☐ Suspected ☐ Unknown Part 4. Sediment:.……………...……..…………………… ☐ Yes ☒ No ☐ Suspected ☐ Unknown Part 5. Soil Vapor:…..…………...……..…………………. ☒ Yes ☐ No ☐ Suspected ☐ Unknown Part 6. Sub‐Slab Soil Vapor:……...……..…………….. ☐ Yes ☐ No ☐ Suspected ☒ Unknown Part 7. Indoor Air:...……..…………………………………. ☐ Yes ☐ No ☐ Suspected ☒ Unknown 2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data summaries for each impacted media and figure(s) with sample locations. 8 EMP Version 2, January 2021 PART 1. Soil 1) Known or suspected contaminants in soil (list general groups of contaminants): Soil samples were collected at the Brownfields property in April 2021 during Brownfields Assessment activities completed by H&H to evaluate the potential for impacts associated with historical on‐Site and nearby off‐Site operations. Soil assessment activities completed at the Brownfields property included collection of thirteen (13) soil samples for laboratory analysis. A tabular summary of the soil sample laboratory analytical results for samples collected at the Brownfields property is included as Table 1. Soil sample locations are shown in Figure 2, and soil compound concentrations above the North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Residential and Industrial/Commercial Preliminary Soil Remediation Goals (PSRGs) are shown in Figure 3. A summary of the previously completed soil assessment results is provided below: Volatile Organic Compounds Soil sample analytical results indicate that low levels of several volatile organic compounds (VOCs) were present in Site soils including: acetone, sec‐butylbenzene, n‐butylbenzene, p‐ isopropyltoluene, naphthalene, n‐propylbenzene, toluene, 1,2,4‐trimethylbenzene, 1,3,5‐ trimethylbenzene, and xylenes. The VOCs were detected at concentrations above the laboratory reporting limits, but below the DEQ IHSB PSRGs. No other VOCs were detected at concentrations above the laboratory method detection limits in the soil sample collected at the Brownfields property. Semi‐Volatile Organic Compounds Soil sample analytical results indicate that the semi‐VOC (SVOC) pentachlorophenol (6.3 milligrams per kilogram [mg/kg]) was detected in soil sample SB‐2 (4‐5 ft below ground surface [bgs]) at a concentration above the DEQ IHSB Residential and Industrial/Commercial PSRGs of 1.0 mg/kg and 4.0 mg/kg, respectively. Soil sample analytical results also identified low levels of the polycyclic aromatic hydrocarbons (PAHs) 1‐methylnaphthalene and 2‐methylnaphthalene at concentrations above the laboratory method detection limits, but below the DEQ IHSB PSRGs. No other SVOCs were detected at concentrations above the laboratory method detection limits in soil samples collected at the Brownfields property. TPH Soil samples analytical results near a heating oil UST did not identify total petroleum hydrocarbons as gasoline range organics (TPH‐GRO) or as diesel range organics (TPH‐DRO) at concentrations above the DEQ Underground Storage Tank (UST) Section Action Levels. Metals Soil sample laboratory analytical results indicate hexavalent chromium (1.42 mg/kg) was detected at a concentration above the DEQ IHSB PSRGs in the duplicate soil sample (4‐5 ft bgs) 9 EMP Version 2, January 2021 collected at SB‐5 advanced in the vicinity of the former gas station in the southwestern portion of the Site. Remaining detections of metals in soils at the Brownfields property are consistent with naturally occurring levels found in the general area. Background samples were not collected. 2) Depth of known or suspected contaminants (feet): Hexavalent chromium in soil in the western portion of the Brownfields property (SB‐DUP) was detected in a soil sample collected from the 4 to 5 ft bgs depth interval. Pentachlorophenol (PCP) in soil in the northern portion of the Site was detected at the 4 to 5 ft bgs depth interval in the soil sample (SB‐2) collected near the 55‐gallon drum staging area. No other compounds have been detected at concentrations above the DEQ IHSB PSRGs (or background levels in the case of metals) in soil samples collected at the Site. 3) Area of soil disturbed by redevelopment (square feet): The entire Site (approximately 113,250 sq ft) is expected to be disturbed by redevelopment. Soil will be disturbed for grading and leveling activities to prepare the Site for construction. A copy of the preliminary grading plan is provided as Appendix B. 4) Depths of soil to be excavated (feet): Based on review of the preliminary grading plan and cut/fill analysis, planned cut depths are expected to range from approximately 1 to 4 ft bgs and some areas of the Site will be filled. Following completion of grading activities, soils are not expected to be disturbed at depths greater than approximately 8 ft bgs for installation of new utilities. 5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): Based on the grading plan and cut/fill analysis, approximately 3,500 cubic yards of soil will be cut from the northern and southern portions of the Site during proposed grading activities. The 3,500 cubic yards of cut includes the stockpiled soils located in the southern portion of the Site. Site grading will also include shallow (i.e., no greater than 1 ft below current ground surface) grubbing/stripping that will generate approximately 2,600 cubic yards of organics and topsoil that may need to be transported off‐Site. 6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: PCP was detected above the DEQ IHSB PSRGs in the northern portion of the Site, which is a planned cut area. PCP impacted soil will be used as fill beneath the slab of the apartment/retail building in the eastern or central portions of the Site. Hexavalent chromium was detected at a concentration above the DEQ IHSB PSRGs and background concentrations at a depth of 4 to 5 ft bgs in the western portion of the Site, which is a proposed cut area; however, proposed cut depths in this area are approximately 1‐2 ft bgs which is above the depth interval with potentially elevated hexavalent chromium concentrations. 10 EMP Version 2, January 2021 7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: It is anticipated that limited grading and leveling will result in a net import. Compound concentrations were not detected in shallow (i.e., no greater than 2 ft bgs) soils at concentrations above the DEQ IHSB PSRGs. Therefore, off‐Site disposal of impacted organics and topsoil generated during grubbing/stripping activities is not anticipated at this time. 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. 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. 11 EMP Version 2, January 2021 ☒ If no, explain rationale: Laboratory analysis of soil samples collected during previous 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. ☒ 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: 12 EMP Version 2, January 2021 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 may be controlled using 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, 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. H&H will also visit the Site at least two (2) times during mass grading to observe soil conditions. ☐ 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 Click or tap here to enter text. 13 EMP Version 2, January 2021 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 composite 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). The VOC sample would be a grab sample of the aliquot with the highest field screen reading. 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 compound classes that could exceed the toxicity characteristic hazardous waste criteria. Newly identified impacted soil uncovered during grading 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 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 Industrial/Commercial 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 Brownfields approved 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. 14 EMP Version 2, January 2021 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: ☒ 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 Click or tap here to enter text. 15 EMP Version 2, January 2021 sampling locations, number of samples to be collected, and brief sampling methodology. Samples should be collected from 0‐2 ft below ground surface, with the exception of VOCs which should be taken from 1‐2 ft below ground surface. Alternatively, indicate if a work plan for final grade sampling may be submitted under separate cover. Following completion of soil disturbance for future Site development (i.e., after grading and utility construction), an environmental professional will 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 and/or landscaping materials, 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 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 200 cubic yards of soil will need to be imported to the Site to reach 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 the proposed redevelopment are located in the in the central and eastern portions of the Site (Appendix B). The thickness of the fill ranges from approximately 1 ft to 3 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, additional import fill will be needed as part of the proposed redevelopment which will be borrowed from an off‐Site source. 16 EMP Version 2, January 2021 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): 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 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 Brownfields pre‐approved quarry or is 17 EMP Version 2, January 2021 recycled material from the Vulcan Materials Company quarry or the Martin Marietta quarries, then soil samples will be collected for laboratory analyses at a general rate of one per 1,000 cubic yards. Representative composite soil samples (no less than 3 aliquot soil samples) will be collected for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and RCRA metals plus hexavalent chromium by EPA Methods 6020/7199. The VOC sample would be a grab sample from the aliquot with the highest field screening reading. DEQ approval of the fill soils will be obtained prior to transporting import soil to the Site. 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 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. As noted above, grading activities will include grubbing and stripping in undeveloped portions of the Site which will generate approximately 2,600 cubic yards of organics and topsoil. Prior to transporting the material 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 one sample per every 1,000 cubic yards of export material which will include a minimum of three combined composite locations and one grab location. 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) 18 EMP Version 2, January 2021 ☒ 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 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 or provide the results of this evaluation in the Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility corridors will need to be evaluated as part of mitigation designs: Click or tap here to enter text. ☒ If no, include rationale here: Results of soil, groundwater, and soil gas assessment activities completed at the Site indicate that compounds are not present at concentrations that indicate a significant vapor intrusion risk, even on the Brownfields property itself. ☐ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings 19 EMP Version 2, January 2021 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 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 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 9 ft bgs in lower lying areas in the western portion of the Brownfields property to approximately 11.5 ft bgs at higher topographic elevations located in the central and northern 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 six (6) groundwater samples for laboratory analysis. Locations of the groundwater samples are shown in Figure 2 and a tabular summary of groundwater sample laboratory analytical results is included as Table 2. A brief summary of the groundwater assessment results is provided below. Groundwater sample results indicate that the chlorinated VOC tetrachloroethene (PCE) was detected in the eastern portion of the Site at a concentration (2.1 micrograms per liter [µg/L]) which is above the DEQ 2L Groundwater Quality Standard (2L Standard) of 0.7 µg/L. The VOC compound chloroform was also detected in Site groundwater (up to 2.2 µg/L) at concentrations above the DEQ Division of Waste Management (DMW) Residential Vapor Intrusion Groundwater Screening Level (GWSL), but below the 2L Standard. No other organic compounds and no inorganic compounds were detected at concentrations above the DEQ 2L Standards or DEQ DWM Residential GWSLs. 3) What is the direction of groundwater flow at the Brownfields Property? Shallow groundwater is expected to mimic surface topography which slopes generally south in the northern and southern portions of the Site and west in the western portions of the Site (Figure 1). 20 EMP Version 2, January 2021 4) Will groundwater likely be encountered during planned redevelopment activities? ☐Yes ☒No If yes, describe these activities: Shallow groundwater was encountered approximately 9 to 11.5 ft bgs at the Brownfields property. Grading activities will not result in a decreased surface elevation and are proposed to reach depths of 1 to 4 ft bgs in the northern and southern portions of the Site. The deepest trenches for utility installations are proposed for 8 ft bgs following grading. Therefore, encountering groundwater during redevelopment activities is not anticipated at this time. 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). Although not anticipated at this time, 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: Please note, disturbance of existing site monitoring wells without approval by DEQ is not 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 21 EMP Version 2, January 2021 permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD be responsible for replacement of the well. PART 3. SURFACE WATER 1) Is surface water present at the property? ☐ Yes ☒ No ☐ Unknown 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 1) Are sediment sources present on the property? ☐ Yes ☒ No 2) If yes, is sediment at the property known to be contaminated: ☐ Yes ☒ No ☐ Unknown 3) Will workers or the public be in contact with sediment during planned redevelopment activities? ☐ Yes ☒ No 4) Attach a map showing 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. PART 5. SOIL VAPOR 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 22 EMP Version 2, January 2021 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 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 sub‐ grade work including utility installation activities should potentially impacted media be encountered. 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 ten (10) soil gas samples for laboratory analysis in April 2021. The soil gas samples were collected within the footprint of the proposed apartment and retail/amenities building to evaluate the potential for structural vapor intrusion. The soil gas samples were collected from approximately 5 to 5.5 ft bgs. Soil gas sample locations are shown in Figure 2, compound concentrations are shown in Figure 3, and a tabular summary of the laboratory analytical data is provided in Table 3. As shown in Table 3, the VOCs benzene (up to 13.0 J micrograms per cubic meter [µg/m3]), naphthalene (up to 6.1 µg/m3), and 1,1,2,2‐tetrachloroethane (up to 30.3 µg/m3) were detected in select soil gas samples at concentrations above the DEQ DWM Residential Vapor Intrusion Soil Gas Screening Levels (SGSLs). No other VOCs were detected at concentrations exceeding the DEQ DWM Residential SGSLs. Hypothetical worst‐case residential use scenario risk calculator results for the soil gas to indoor air vapor intrusion pathway did not exceed the target threshold values for cumulative carcinogenic or noncarcinogenic risks. Although results of residential risk calculations do not exceed the target threshold values, the PD intends to proactively install a DEQ Brownfields Program approved vapor intrusion mitigation system designed by a North Carolina licensed Professional Engineer during construction of the proposed apartment building. The vapor intrusion mitigation plan will be provided as a separate document. 23 EMP Version 2, January 2021 PART 6. SUB‐SLAB SOIL VAPOR 1) Do concentrations of volatile organic compounds at the Brownfields property exceed the following vapor intrusion screening levels (current version) in sub‐slab soil vapor: 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) 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: Previous assessment activities did not include collection of sub‐slab soil vapor samples. 4) Will workers encounter contaminated sub‐slab soil vapor during planned redevelopment activities? ☐ Yes ☐ No ☒ Unknown ☐ If no, include rationale here: As noted above, sub‐slab vapor samples have not been collected at the property. However, based on the soil gas and groundwater assessment analytical results, it is unlikely that significant levels of soil vapors will be encountered during redevelopment. In the unlikely event impacted vapors are encountered, they will be managed in accordance with the procedure outlined below. 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 by an environmental professional. If results indicate further action is warranted, appropriate engineering controls (such as use of industrial fans) will be implemented. PART 7. INDOOR AIR 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 ☒ If no, include rationale here: No indoor air samples have been collected within the existing Site buildings. The Site will be razed as part of the proposed redevelopment. 24 EMP Version 2, January 2021 4) In the event that contaminated indoor air is encountered during redevelopment activities, list activities for management of such contact: VAPOR INTRUSION MITIGATION SYSTEM Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property? ☒ Yes ☐ No ☐ Unknown ☐ If no or unknown, include rationale here as well as plans for pre‐occupancy sampling, as necessary: If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately If submitted separately provide date: Although results of residential risk calculations for soil gas data do not exceed the target threshold values for cumulative risks, the PD intends to proactively install a DEQ Brownfields Program approved passive vapor intrusion mitigation system designed by a North Carolina licensed Professional Engineer during construction of the proposed apartment and retail building. 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: Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land use restrictions or requirements of the recorded or draft Brownfields Agreement and that separate approval of mitigation measures will be required. 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. 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 include periodically screening indoor air for volatile organic vapors with a calibrated photoionization detector when workers are present in the Site buildings to identify potential indoor air issues. If results indicate further action is warranted, appropriate engineering controls (such as the use of industrial fans) will be implemented. 25 EMP Version 2, January 2021 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. ☒ 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 26 EMP Version 2, January 2021 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 will 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 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 – Note that if buried waste, non‐native fill, or any obviously filled materials is encountered, the DEQ Brownfields Program must be notified to determine if investigation of landfill gases is required: 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, and RCRA metals. 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. 27 EMP Version 2, January 2021 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; 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. 29 EMP Version 2, January 2021 Tables Table 1 Summary of Soil Analytical Data South and Hollis LoSo Charlotte, North Carolina H&H Job No. AKR-006 Evaluation Area Heating Oil UST 55 Gallon Drum Staging Area Sample ID SB-1 SB-2 SB-3 SB-4 SB-6 SB-7 Date 4/19/2021 4/20/2021 Depth (ft bgs)6-8 4-5 0-2 0-2 4-5 4-5 0-4 0-4 Range Range Mean Sample Type Grab Grab Grab Grab Grab Grab Grab Grab ------------ VOCs (8260D) Acetone NA <0.0099 <0.011 0.013 J <0.0093 0.011 J <0.44 0.012 J 12,000 140,000 -------- n-Butylbenzene NA 0.0021 J <0.00035 <0.00024 <0.00031 <0.00029 <0.026 <0.00025 780 12,000 -------- sec-Butylbenzene NA 0.0012 J <0.00059 <0.00040 <0.00051 <0.00048 0.81 <0.00042 1,600 23,000 -------- p-Isopropyltoluene (p-Cymene)NA 0.00081 J <0.00047 <0.00032 <0.00041 <0.00038 <0.017 <000333 NE NE -------- Naphthalene NA 0.0042 J <0.00071 <0.00048 <0.00061 <0.00058 <0.028 <0.00050 2.1 8.8 -------- n-Propylbenzene NA 0.00054 J <0.00035 <0.00024 <0.00031 <0.00039 <0.015 <0.00025 780 5,100 -------- Toluene NA 0.00074 J <0.00024 <0.00016 <0.00020 <0.00019 <0.021 <0.00017 990 9,700 -------- 1,2,4-Trimethylbenzene NA 0.010 <0.00035 <0.00024 0.0035 0.00056 J <0.019 <0.00025 63 370 -------- 1,3,5-Trimethylbenzene NA 0.0048 <0.00047 <0.00016 0.0015 J <0.00019 1.0 <0.00017 56 320 -------- Xylenes (total)NA 0.0038 J <0.00095 <0.00064 0.010 0.00067 J <0.051 <0.00067 120 530 -------- SVOCs (8270E) 1-Methylnaphthalene NA 0.18 J <0.12 <0.10 <0.12 <0.12 <0.26 <0.10 18 73 -------- 2-Methylnaphthalene NA 0.18 J <0.15 <0.13 <0.15 <0.14 <0.26 <0.13 48 600 -------- Pentachlorophenol NA 6.3 <0.31 <0.27 <0.31 <0.30 <0.35 <0.26 1.0 4.0 -------- Metals (6020B/7471B/7199) Arsenic NA 1.5 MS-07 1.1 1.9 0.27 0.31 2.0 2.0 0.68 3.0 --1.28 - 3.03 1.0 - 18 4.8 Barium NA 13 130 56 280 280 55 37 3,100 47,000 --38.1 - 159 50 - 1,000 356 Cadmium NA <0.0081 0.013 J <0.0073 0.033 J 0.033 J <0.0093 0.13 J 14 200 --ND - 2.49 1.0 - 10 (3)4.3 (3) Chromium (total)NA 45 56 38 120 120 95 43 NS NS --59.7 - 174 NS NS Chromium (VI)NA <0.336 <0.333 <0.309 0.727 J 1.42 <0.343 <0.326 0.31 6.5 --ND - 0.837 NS NS Trivalent Chromium*NA 45 56 38 119.27 118.6 95 43 23,000 350,000 --47.1 - 173 7.0 - 300 65 Lead NA 7.6 5.2 9.7 1.4 J 1.7 J 13 51 400 800 --7.33 - 296 ND - 50 16 Mercury NA 0.11 0.023 J 0.044 0.018 J 0.015 J 0.071 0.063 J 4.7 70 --0.0365 - 0.615 0.03 - 0.52 0.121 Selenium NA <0.053 <0.055 <0.047 <0.055 <0.053 0.63 J 0.28 J 78 1,200 --0.566 - 1.04 <0.1 - 0.8 0.42 Silver NA 0.062 J 0.047 J 0.043 J 0.026 J 0.030 J 0.11 J 0.23 78 1,200 --ND - 0.716 ND - 5.0 (3)NS Gasoline Range Organics (8015C)<1.4 NA NA NA NA NA NA NA ---------- Diesel Range Organics (8015C)<5.3 NA NA NA NA NA NA NA ------------ TCLP (6010D) Chromium NA NA NA NA 0.010 mg/L NA NA NA ----5 mg/L ------ Notes: 1) NC Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) dated June 2021 2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 20053) Range and mean values for Cd and Ag concentrations were taken from Elements in North American Soils by Dragun and Chekiri, 2005 for Southeastern and Conterminous U.S. Soils.4) Local metal background soil sample results from Charlotte Van and Storage and Quality Products Company Brownfields Assessments. 5) Environmental Protection Agency (EPA) Maximum Concentration of Contaminants for Toxicity Characteristic Leaching Procedure (TCLP) regulatory level dated November 2004. DEQ Action Levels for Gasoline Range organics and Diesel Range Organics are is 50 mg/kg and 100 mg/kg, respectively. Soil concentrations are reported in milligrams per kilogram (mg/kg).Compound concentrations are reported to the laboratory method detection limits.*Trivalent Chromium is a calculated value.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 and range of naturally occurring background metals in local soil.Bold Underlined values exceed Industrial/Commercial PSRGs. VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; ft bgs= feet below ground surfaceNA = not analyzed; NE = not established; -- = not applicable; NS = not specified; ND = nondetectJ = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. MS-07 = Matrix spike recovery is out of control limits. Analysis is in control based on laboratory fortified blank recovery. Screening Criteria Residential PSRGs (1) Industrial/ Commercial PSRGs (1) Published Background Metals Concentrations for North Carolina Soils (2) Local Background Metals in Soil (4)Maximum Concentration for TCLP (5) Former Gas Station Former Paint Spray Shed SB-5 / SB-DUP 4/19/2021 4/20/2021 Vicinity of Former Gas Station https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Akridge/AKR.006 LoSo Initial Brownfields/EMP/Data Tables.xlsx Table 1 (Page 1 of 2) Hart & Hickman, PC Table 1 Summary of Soil Analytical Data South and Hollis LoSo Charlotte, North Carolina H&H Job No. AKR-006 Evaluation Area Former Concrete Septic/Grit Tank Footprint of Proposed Building Footprint of Proposed Building Sample ID SB-8 SB-9 SB-10 SB-11 SB-12 Date 4/20/2021 4/19/2021 4/20/2021 Depth (ft bgs)0-2 0-2 0-2 0-2 0-2 Range Range Mean Sample Type Grab Grab Grab Grab Grab Grab Composite ------------ VOCs (8260D) Acetone <0.012 <0.013 0.022 J <0.013 0.028 J <0.092 NA 12,000 140,000 -------- n-Butylbenzene <0.00039 <0.00042 <0.00025 <0.00041 <0.00031 <0.00028 NA 780 12,000 -------- sec-Butylbenzene <0.00066 <0.00070 <0.00041 <0.00069 <0.00052 <0.00046 NA 1,600 23,000 -------- p-Isopropyltoluene (p-Cymene)<0.00053 <0.00056 <0.00033 <0.00055 <0.00041 <0.00037 NA NE NE -------- Naphthalene <0.00079 <0.00084 <0.00049 <0.00083 <0.00062 <0.00055 NA 2.1 8.8 -------- n-Propylbenzene <0.00039 <0.00042 <0.00025 <0.00041 <0.00031 <0.00028 NA 780 5,100 -------- Toluene <0.00026 <0.00028 <0.00016 <0.00028 0.0067 <0.00018 NA 990 9,700 -------- 1,2,4-Trimethylbenzene <0.00039 <0.00042 <0.00025 <0.00041 <0.00031 <0.00028 NA 63 370 -------- 1,3,5-Trimethylbenzene <0.00026 <0.00028 <0.00016 <0.00028 <0.00021 <0.00018 NA 56 320 -------- o-Xylene <0.00105 <0.00112 <0.00065 <0.00111 0.00206 J <0.00073 NA 120 530 -------- SVOCs (8270E) 1-Methylnaphthalene <0.13 <0.11 <0.11 <0.12 <0.12 NA <0.11 18 73 -------- 2-Methylnaphthalene <0.16 <0.14 <0.14 <0.15 <0.15 NA <0.13 48 600 -------- Pentachlorophenol <0.34 <0.29 <0.29 <0.31 <0.31 NA <0.27 1.0 4.0 -------- Metals (6020B/7471B/7199) Arsenic 1.1 0.45 2.1 1.9 1.5 NA 2.1 0.68 3.0 --1.28 - 3.03 1.0 - 18 4.8 Barium 60 31 53 44 72 NA 41 3,100 47,000 --38.1 - 159 50 - 1,000 356 Cadmium <0.0092 <0.0081 <0.0080 0.051 J <0.0081 NA 0.016 J 14 200 --ND - 2.49 1.0 - 10 (3)4.3 (3) Chromium (total)81 6.7 38 36 31 NA 29 NS NS --59.7 - 174 NS NS Chromium (VI)<0.338 <0.32 0.746 J <0.355 0.446 J NA 0.624 J 0.31 6.5 --ND - 0.837 NS NS Trivalent Chromium*81 6.7 37.25 36 30.55 NA 28.38 23,000 350,000 --47.1 - 173 7.0 - 300 65 Lead 26 9.3 17 28 11 NA 32 400 800 --7.33 - 296 ND - 50 16 Mercury 0.056 0.018 J 0.080 0.032 J 0.026 J NA 0.055 4.7 70 --0.0365 - 0.615 0.03 - 0.52 0.121 Selenium 0.095 J <0.0030 0.18 J 0.17 J 0.12 J NA 0.11 J 78 1,200 --0.566 - 1.04 <0.1 - 0.8 0.42 Silver 0.044 J 0.037 J 0.079 J 0.067 J 0.11 J NA 0.053 J 78 1,200 --ND - 0.716 ND - 5.0 (3)NS Gasoline Range Organics (8015C)NA NA NA NA NA NA NA ---------- Diesel Range Organics (8015C)NA NA NA NA NA NA NA ------------ TCLP (6010D) Chromium NA NA NA NA NA NA NA ----5 mg/L ------ Notes: 1) NC Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) dated June 2021 2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 20053) Range and mean values for Cd and Ag concentrations were taken from Elements in North American Soils by Dragun and Chekiri, 2005 for Southeastern and Conterminous U.S. Soils.4) Local metal background soil sample results from Charlotte Van and Storage and Quality Products Company Brownfields Assessments. 5) Environmental Protection Agency (EPA) Maximum Concentration of Contaminants for Toxicity Characteristic Leaching Procedure (TCLP) regulatory level dated November 2004. DEQ Action Levels for Gasoline Range organics and Diesel Range Organics are is 50 mg/kg and 100 mg/kg, respectively. Soil concentrations are reported in milligrams per kilogram (mg/kg).Compound concentrations are reported to the laboratory method detection limits.*Trivalent Chromium is a calculated value.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 and range of naturally occurring background metals in local soil.Bold Underlined values exceed Industrial/Commercial PSRGs. VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; ft bgs= feet below ground surfaceNA = not analyzed; NE = not established; -- = not applicable; NS = not specified; ND = nondetectJ = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. MS-07 = Matrix spike recovery is out of control limits. Analysis is in control based on laboratory fortified blank recovery. Screening Criteria Residential PSRGs (1) Industrial/ Commercial PSRGs (1) Local Background Metals in Soil (4) Published Background Metals Concentrations for North Carolina Soils (2) Maximum Concentration for TCLP (5) Equipment Rental and Repair 4/19/2021 COMP-1 4/20/2021 0-5 Soil Stockpile https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Akridge/AKR.006 LoSo Initial Brownfields/EMP/Data Tables.xlsx Table 1 (Page 2 of 2) Hart & Hickman, PC Table 2 Summary of Groundwater Analytical Data South and Hollis LoSo Charlotte, North Carolina H&H Job No. AKR-006 Evaluation Area Upgradient Northeastern Upgradient Southwestern Downgradient - Southern Downgradient - Eastern Sample ID TMW-1 TMW-2 TMW-3 TMW-5 TMW-6 Date VOCs (8260D) Acetone 16 J 7.8 J 23 J 7.4 J 7.1 J <2.4 <2.4 6,000 4,500,000 19,000,000 2-Butanone (MEK)2.1 J 2.1 J 2.6 J <1.9 <1.9 <1.9 <1.9 4,000 450,000 1,900,000tert-Butyl Alcohol (TBA)6.2 J <5.3 7.9 J <5.3 <5.3 <5.3 <5.3 10 NE NEsec-Butylbenzene <0.10 0.60 J <0.10 <0.10 <0.10 <0.10 <0.10 70 NE NEtert-Butylbenzene <0.090 0.23 J <0.090 <0.090 <0.090 <0.090 <0.090 70 NE NE Chloroform <0.19 <0.19 <0.19 1.1 J 1.1 J 2.2 <0.19 70 0.81 3.6 Ethylbenzene <0.090 <0.090 <0.090 0.24 J 0.25 J 0.17 J <0.090 600 3.5 15 2-Hexanone (MBK)2.5 J <1.4 2.5 J <1.4 <1.4 <1.4 <1.4 40 1,600 6,900 Toluene 0.12 J 0.61 J 1.7 3.6 3.7 2.6 0.96 J 600 3,800 16,0001,2,4-Trimethylbenzene <0.10 0.17 J <0.10 <0.10 <0.10 <0.10 <0.10 400 50 2101,3,5-Trimethylbenzene <0.10 2.4 J <0.10 <0.10 <0.10 <0.10 <0.10 400 35 150Tetrachloroethylene<0.20 <0.20 <0.20 <0.20 <0.20 <0.20 2.1 0.7 12 48Trichloroethene<0.18 <0.18 <0.18 <0.18 <0.18 <0.18 0.44 J 3 1 4 m&p-Xylene <0.18 <0.18 0.45 J 1.3 J 1.2 J 0.83 J 0.33 J 500 71 300 o-Xylene <0.090 <0.090 0.18 J 0.52 J 0.53 J 0.33 J 0.11 J 500 98 410 SVOCs (8270E) Acetophenone 1.1 R-05, J <0.48 0.86 R-05, J <0.48 <0.48 <0.47 <0.47 700 NE NE Bis(2-ethylhexyl)phthalate <0.99 <0.99 <0.99 <0.98 <0.98 2.2 J <0.96 3 NE NE Dibenzofuran 1.0 J <0.36 <0.36 <0.36 <0.36 <0.35 <0.35 28 NE NE Di-n-butylphthalate <0.53 <0.53 0.88 J 0.77 J 0.63 J <0.52 <0.52 700 NE NE Diethylphthalate 1.3 J <0.52 1.6 J 0.62 J <0.51 <0.50 <0.50 6,000 NE NE2-Methylnaphthalene <0.067 <0.067 <0.067 <0.066 0.073 J <0.065 <0.065 30 NE NEPhenol4.1 J <0.27 <0.27 <0.26 <0.26 <0.26 <0.26 30 NE NE Metals (6020B/7470A) Arsenic <3.2 <3.2 <3.2 <3.2 <3.2 <3.2 <3.2 10 ----Barium 75 62 120 41 41 32 35 700 ---- Cadmium <0.19 <0.19 <0.19 <0.19 <0.19 <0.19 <0.19 2 ---- Chromium <4.6 <4.6 <4.6 <4.6 <4.6 <4.6 <4.6 10 ---- Lead <0.43 <0.43 <0.43 <0.43 <0.43 <0.43 <0.43 15 ---- Mercury <0.000050 <0.05 <0.05 <0.05 <0.05 <0.05 0.053 J 1 0.18 0.75 Selenium <8.2 <8.2 <8.2 <8.2 <8.2 <8.2 <8.2 20 ----Silver <0.91 <0.91 <0.91 <0.91 <0.91 <0.91 <0.91 20 ---- Notes: 1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Standards (2L Standards) dated April 2013 2) NC DEQ Division of Waste Management (DWM) Vapor Intrusion Groundwater Screening Levels (GWSLs) dated June 2021Concentrations 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 Residential GWSL. VOCs = volatile organic compounds; SVOCs = semi-volatile organic compundsNE = not established; -- = not applicable J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. R-05 = Laboratory fortified blank duplicate relative percent difference is outside of control limits. Reduced precision is anticipated for reported value for this compound. Screening Criteria NC 2L Groundwater Standards(1) Non-Residential GWSLs(2) TWM-4 / GW-DUP 4/21/2021 Residential GWSLs(2) Downgradient - Central https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Akridge/AKR.006 LoSo Initial Brownfields/EMP/Data Tables.xlsx 6/23/2021 Table 2 (Page 1 of 1) Hart & Hickman, PC Table 3 Summary of Soil Gas Analytical Data South and Hollis LoSo Charlotte, North Carolina H&H Job No. AKR-006 Evaluation Area Sample ID SG-1 SG-3 SG-4 SG-5 SG-6 SG-7 SG-8 SG-9 SG-10 Sample Date Sample Type Units VOCs (TO-15) Acetone 14.6 43.1 30.2 21.3 <11.9 17.8 29.9 <11.9 14.6 16.8 16.9 220,000 2,700,000 Benzene <0.160 1.11 J 0.882 J <0.160 <3.19 1.37 J 1.42 J 13.0 J 1.11 J 1.09 J 2.36 12 160 2-Butanone (MEK)10.0 15.9 61.1 2.31 <5.90 3.58 3.79 <5.90 2.42 3.80 2.49 35,000 440,000 Carbon Disulfide <1.56 <1.56 <1.56 <1.56 47.5 J 22.4 17.0 50.8 6.74 13.2 17.2 4,900 6,100 Chloroform <0.264 2.04 J <0.264 <0.264 <5.27 3.97 2.45 <5.27 <0.264 2.13 1.32 J 4.1 53 Chloromethane <0.268 <0.268 <0.268 <0.268 <5.36 <0.268 <0.396 15.8 J <0.396 <0.268 <0.396 630 7,900 Cyclohexane <0.861 <0.861 1.81 J <0.861 <17.2 1.86 J <0.861 68.8 1.9 J 4.73 4.98 42,000 530,000 Dichlorodifluoromethane (Freon 12) 3.33 3.65 3.56 3.15 <8.20 5.51 4.04 <8.20 3.85 4.08 4.75 700 8,800 Ethyl Acetate <0.249 2.66 1.63 J 0.80 J <4.97 2.02 1.07 J <4.97 0.778 J 51.9 2.08 490 6,100 Ethylbenzene <0.187 7.62 4.61 <0.187 101 2.58 2.92 <3.73 2.09 J 3.96 4.39 37 490 4-Ethyltoluene <0.266 11.8 9.97 <0.266 <5.31 1.44 J 1.10 J <5.31 <0.266 <0.266 1.81 J NE NE Heptane <0.193 6.82 2.96 <0.193 33.2 J 6.37 4.63 232 2.88 6.83 14.6 2,800 35,000 n-Hexane 0.708 J 5.21 1.74 J 1.29 J 34.3 J 3.55 2.16 8,780 1.51 J 153 5.22 4,900 61,000 2-Hexanone 1.54 J 63.4 26.5 <0.254 <5.08 3.08 1.18 J <5.08 0.868 J <0.254 <0.254 210 2,600 Isopropanol <0.167 4.40 J 2.73 J 6.34 B1 <3.34 5.49 B1 4.11 B1,J <3.34 4.95 B1 6.63 B1 3.97 B1,J 1,400 18,000 Methylene Chloride 0.969 J 1.37 J 0.813 J 1.64 J <7.63 1.18 J 1.18 J <7.63 1.76 3.09 1.64 J 3,400 53,000 4-Methyl-2-pentanone (MIBK)<0.254 17.3 11.2 <0.254 <5.08 <0.254 <0.254 <5.08 <0.254 <0.254 <0.254 21,000 260,000 Naphthalene 1.57 J 6.1 3.74 <0.386 <7.72 1.81 J 1.64 J <7.72 <0.386 <0.386 1.75 J 2.8 36 Propene <0.139 5.46 <0.139 3.71 <2.79 <0.139 <0.139 754 <0.139 15.9 5.65 21,000 260,000 1,1,2,2-Tetrachloroethane <0.281 <0.281 <0.281 <0.281 <5.62 <0.281 <0.281 30.3 <2.81 <0.281 <0.281 1.6 21 Tetrachloroethylene <0.441 <0.441 <0.441 <0.441 <8.81 <0.441 77.1 <8.81 <0.441 1.52 J 1.38 J 280 35,000 Tetrahydrofuran 1.24 J 1.14 J 4.2 <0.209 <4.19 <0.209 <0.209 <4.19 <0.209 <0.209 <0.209 14,000 180,000 Toluene 2.10 38.3 19.5 3.97 6,370 18.2 21.5 40 16.9 114 35.8 35,000 440,000 Trichloroethylene <0.274 <0.274 <0.274 <0.274 <5.48 <0.274 <0.274 <5.48 <0.274 1.41 J <0.274 14 180 Trichlorofluoromethane (Freon 11)2.06 J <0.433 <0.433 <0.433 <8.66 2.94 <0.433 41.1 J <0.433 <0.433 <0.433 NE NE 1,2,4-Trimethylbenzene 2.41 J 44.1 38.3 <0.295 <5.90 2.94 4.23 <5.90 4.12 <5.90 5.98 420 5,300 1,3,5-Trimethylbenzene <0.261 10.7 9.14 <0.261 <5.21 4.59 1.03 J <5.21 1.02 J <5.21 1.42 J 420 5,300 Xylenes (total)1.77 J 44.8 29.5 1.29 J 495 12.5 14.2 <3.65 11.4 495 20.1 700 8,800 Notes: 1) North Carolinia Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Residential Vapor Intrusion Soil Gas Screening Levels (SGSLs) dated June 2021 Concentrations are reported in micrograms per cubic meter (µg/m3). Compound concentrations are reported to the laboratory method detection limits. Laboratory analytical method is shown in parentheses. Only compounds detected in at least one sample are shown in the above table. Bold values indicates an exceedance of DWM Residential Vapor Intrusion SGSL. B1 = Analyte detected in laboratory-prepared method blank J = Compound was detected above the laboratory method detction limit, but below the laboratory reporting limit resulting a laboratory estimated concentration. NE = Not Established; VOCs = Volatile Organic Compounds Proposed Retail or Amenity Space 4/23/2021 µg/m3 Exterior Soil Gas 4/22/2021 Proposed Residential Apartments SG-2 / SG-DUP Screening Criteria Residential SGSLs (1) Non-Residential SGSLs (1) https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Akridge/AKR.006 LoSo Initial Brownfields/EMP/Data Tables.xlsx 6/23/2021 Table 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 May, 2020. SITE LOCATION MAP SOUTH AND HOLLIS LOSOSOUTH BOULEVARD AND HOLLIS ROADCHARLOTTE, NORTH CAROLINA DATE: 3-8-21 JOB NO: AKR-007 REVISION NO: 0 FIGURE. 1 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology TITLE PROJECT 0 2,000 4,000 SCALE IN FEET Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\AKR-006\Figure 1.mxdN U.S.G.S. QUADRANGLE MAP CHARLOTTE EAST, NORTH CAROLINA 2013 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) SITE SG-8SB-8SB-4SB-10SG-7SG-9SG-10SG-5SG-6SG-4SG-3SG-1SB-7SB-5/SB-DUPSG-2SB-2COMP-1TMW-3/SB-3TMW-4/SB-9TMW-2/SB-6TMW-6/SB-12TMW-5/SB-11TMW-1/SB-1REVISION NO. 0JOB NO. AKR-007DATE: 5-18-21FIGURE NO. 2SOUTH AND HOLLIS LOSOSOUTH BOULEVARD AND HOLLIS ROADCHARLOTTE, NORTH CAROLINASITE AND SAMPLE LOCATION MAPLEGENDBROWNFIELDS PROPERTYBOUNDARYPARCEL BOUNDARY LINESTORM DRAINAPPROXIMATE LOCATION OF AHEATING OIL USTAPPROXIMATE EXTENT OF HEAVYOIL STAININGPROPOSED RESIDENTIALAPARTMENTSPROPOSED RETAIL OR AMENITYSPACEPROPOSED PARKING DECKSOIL BORINGALIQUOT FOR COMPOSITE SOILSAMPLESOIL GAS SAMPLECO-LOCATED TEMPORARYMONITORING WELL AND SOILBORING2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyNOTES:1. PARCEL DATA OBTAINED FROM MECKLENBURGCOUNTY GIS, 2021.2. AERIAL IMAGERY OBTAINED FROM MECKLENBURGCOUNTY GIS, 2020.3. PROPOSED REDEVELOPMENT PLAN PROVIDED BYLANDDESIGN DATED FEBRUARY 2021.4. UST = UNDERGROUND STORAGE TANKPROPOSEDCOURTYARD/POOLWESTON STREETHOLLIS ROADSOUTH BOULEVARDHARTFORD AVENUELAWN EQUIPMENTREPAIR SHOPUNLABELED 55-GALLONDRUM STORAGEAPPROXIMATEEXTENT OF SOILSTOCKPILEFORMER GAS STATION(1963 SANBORN MAP)APPROXIMATELOCATION OF FORMERSEPTIC OR GRIT TANKS:\AAA-Master Projects\Akridge\AKR.006 LoSo Initial Brownfields\Brownfields Assessment\Figures\Site Map.dwg, FIG.3, 5/18/2021 2:35:28 PM, sperry COMP-1 SG-8 SB-8 SB-4 SB-10 SG-7 SG-9 SG-10 SG-5 SG-6 SG-4 SG-3 SG-1 SB-7 SB-5/SB-DUP SG-2 SB-2 TMW-3/SB-3 TMW-4/SB-9 TMW-6/SB-12 TMW-5/SB-11 TMW-2/SB-6 TMW-1/SB-1 REVISION NO. 0 JOB NO. AKR-007 DATE: 6-18-21 FIGURE NO. 3 SOUTH AND HOLLIS LOSO SOUTH BOULEVARD AND HOLLIS ROAD CHARLOTTE, NORTH CAROLINA POTENTIAL CONCENTRATIONS OF CONCERN LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL BOUNDARY LINE PROPOSED RESIDENTIAL APARTMENTS PROPOSED RETAIL OR AMENITY SPACE PROPOSED PARKING DECK SOIL BORING ALIQUOT FOR COMPOSITE SOIL SAMPLE SOIL GAS SAMPLE CO-LOCATED TEMPORARY MONITORING WELL AND SOIL BORING 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology NOTES: 1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2021. 2.PROPOSED REDEVELOPMENT PLAN PROVIDED BY LANDDESIGN DATED FEBRUARY 2021. 3.SOIL, GROUNDWATER, AND SOIL GAS SAMPLE COLLECTED BY H&H FROM 4/20/2021 TO 4/22/2021. 4.PCE = TETRACHLOROETHENE mg/kg = MILLIGRAMS PER KILOGRAM µg/L = MICROGRAMS PER LITER µg/m3 = MICROGRAMS PER CUBIC METER PROPOSED COURTYARD/POOL WESTON STREETH O L L I S R O A DSOUTH BOULEVARDH A R T F O R D A V E N U E SB-DUP (SOIL AT 4-5 FT)4/20/21 CHROMIUM (VI)1.42 mg/kg SAMPLE ID SAMPLE DATE CONSTITUENT CONCENTRATION SB-DUP (SOIL AT 4-5 FT)4/20/21 CHROMIUM (VI)1.42 mg/kg SB-2 (SOIL AT 4-5 FT)4/19/21 PENTACHLOROPHENOL 6.3 mg/kg TMW-6 (GROUNDWATER)4/21/21 PCE 2.1 µg/L TMW-4/TMW-DUP (GROUNDWATER)4/21/21 CHLOROFORM 1.1 J / 1.1 J µg/L SG-2/SG-DUP (SOIL GAS)4/22/21 NAPHTHALENE 6.1 / 3.74 µg/m3 SG-7 (SOIL GAS)4/22/21 NAPHTHALENE 13.0 J µg/m3 1,1,2,2-TETRACHLOROETHANE 30.3 µg/m3 S:\AAA-Master Projects\Akridge\AKR.006 LoSo Initial Brownfields\EMP\Figures\Site Map.dwg, FIG.3 COMP.CONC, 6/18/2021 4:09:57 PM, sperry Appendix A Preliminary Redevelopment Plan VANVANVANVANVANVANFUTURE BOC32.5' FROM CL24' SETBACK FROM FUTURE BOC(TRANSIT CORRIDOR)16' SETBACK FROM FUTURE BOC(OTHER FRONTAGE)FUTURE BOC20.5' FROM CL16' SETBACK FROMFUTURE BOC(OTHER FRONTAGE)FUTURE BOCHOLLIS ROADSECONDARY FRONTAGESOUTH BLVD4+ AVE PRIMARY FRONTAGE WESTON ST SECONDARY FRONTAGE TOD-TR10 x 10' SITE TRIANGLE10 x 10' SITE TRIANGLE200' RADIUS FROMSINGLE FAMILY ZONING50 x 50' SITE TRIANGLE(1) 10' x 25' LOADING SPACETOD-TRTOD-TRTOD-CCTOD-CC8' AMENITY ZONEFROM FUTURE BOC(PLANTING STRIP)MIN. 8' PEDESTRIAN ZONE8' AMENITY ZONE FROM BOC(CURBED PLANTER)ZONING BOUNDARY LINEADDITIONAL FLEXOUTDOOR PROGRAMMINGADDITIONAL FLEXOUTDOOR PROGRAMMING8' AMENITY ZONE FROM BOC(PLANTING STRIP)SOUTH + HOLLISMULTI-FAMILYAKRIDGE----CHARLOTTE, NC1020155OVERALL SITE PLANN/AXXXXXXL2-002/1/2021 9:24 AM CASSIDY FRANKLIN N:\_2020\1020155\CAD\DOCUMENTATION\1020155_PLN_LYOT.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMTHESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####1/5/21REG. #NOT FORCONSTRUCTION1/20/2021 9:59 AM CASSIDY FRANKLIN N:\_2020\1020155\CAD\DOCUMENTATION\1020155_PLN_LYOT.DWG ---- 1" = 20'4020010DEVELOPMENT SUMMARY:PARCEL ID NUMBER (PID#):14905303, 14905302, 14905301, 14905305, 14905306, 14905315, 14905314EXISTING PARCEL SIZE: 2.70 AC TOTALJURISDICTION:CITY OF CHARLOTTEEXISTING ZONING:TOD-CC, TOD-TREXISTING LAND USE:COMMERCIAL/ VACANTPROPOSED PRINCIPAL USE:MULTI-FAMILY APARTMENTS + RETAILPROPOSED GROSS FLOOR AREA:XFLOOR AREA RATIO:X AC/ 2.70 AC = X FARBUILDING SITING :BUILDING SETBACK:24' PRIMARY FRONTAGE (SOUTH BLVD)16' FOR SECONDARY FRONTAGE (HOLLIS ROAD)16' FOR SECONDARY FRONTAGE (WESTON STREET)BUILD-TO ZONE:0-10' (CC), 0-20' (TR)MIN. SIDE SETBACK LINE:10' (CC), 15' (TR)MIN. REAR SETBACK LINE:NONE (UNLESS ABUTTING SINGLE FAM RES.)TOTAL PROPOSED UNITS:X UNITS (X BEDROOMS)BUILDING HT. MIN. 24':XX' HT MAXBUILDING HT. MAX. 50' (TR) 90' (CC)(100' W/ BONUS):**DEVELOPMENT SHALL PURSUE HEIGHT BONUS AS ALLOWED BYCHAPTER 15 OF THE CHARLOTTE ZONING ORDINANCE.PARKING CALCULATIONS :MAXIMUM PARKING: 1.1 SPACE/ BEDROOM = X MAX. SPACES(EXCLUDING REQ. ADA + ON-STREET PARKING)PROVIDED PARKING: X TOTAL SPACES-X STANDARD SURFACE PARKING SPACES-X COMPACT SPACES-X ACCESSIBLE SPACES- (1) 10' x 25' OFF-STREET LOADING SPACEBIKE PARKING REQUIREMENTS:15 DU OR NOT TO EXCEED 30LONG-TERM SPACES:80%(30)= 24 SPACES LOCATED IN BUILDING BIKE STORAGESHORT-TERM SPACES:8 SPACES LOCATED AT PARKING DECK ENTRY22 ADDITIONAL SPACES LOCATED IN BUILDING BIKE STORAGEOPEN SPACE REQUIREMENTS:OPEN SPACE (10% IN TOD-NC): XMIN. 30' IN DEPTHXOPEN SPACE TO INCLUDE BUT NOT LIMITED TO: HARDSCAPE PLAZA AREAS WITH VARIED SEATING, LIGHTING ANDOVERHEAD SHADE STRUCTURES AND LANDSCAPING. OUTDOOR POOL, KITCHEN AND GRILL AREAS AND FLEXIBLELAWN SPACE.SOLID WASTE SUMMARY:REFER TO ARCHITECTURE FOR TRASH COMPACTOR/ RECYCLINGTREE SAVE REQUIREMENTS:TREE SAVE REQUIRED: N/A- EXEMPT IN TOD DISTRICTTREE MITIGATION PROVIDED:N/A- EXEMPT IN TOD DISTRICTOPENSPACE Appendix B Preliminary Grading Plan and Cut/Fill Analysis VANVANVANVANVANVAN739.48739.48739.48739.48739.18739.18738.83738.83738.83740.48737.48734.02737.98739.48739.48739.48740.48740.48739.53739738738739739740741742 74374474573873 9 740741742743 742 741 740 739 739741740740739738737736735734734740 734735 736 737 738 739 74 0 745739738 737 7 3 7 73673773 8 739739738738738 739741740739740738.55733 733KEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMTHESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####1/25/21REG. #NOT FORCONSTRUCTION2/1/2021 9:11 AM CASSIDY FRANKLIN N:\_2020\1020155\CAD\DOCUMENTATION\1020155_PLN_GRAD.DWG1" = 20'4020010SOUTH BOULEVARDVARIABLE PUBLIC R/W WESTON STREET 50' PUBLIC R/WHOLLIS ROAD50' PUBLIC R/WFFE: 739.50FFE: 738.00FFE: 739.00FFE: 741.50FFE: 738.85FFE: 739.20FFE: 740.50FFE: 740.50FFE: 740.50FFE: 742.15SOUTH + HOLLISMULTI-FAMILYAKRIDGE----CHARLOTTE, NC1020155OVERALL GRADING PLANN/AKSTAEEAEEC5-002/1/2021 9:23 AM CASSIDY FRANKLIN N:\_2020\1020155\CAD\DOCUMENTATION\1020155_PLN_GRAD.DWG 3.00 2.80 2.60 2.40 2.20 2.00 1.80 1.60 1.40 1.20 1.00 0.80 0.60 0.40 0.20 ± .100 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00Job: 2021-01-20-Hollis & South AgtekUnits: Ft-CYWed Jan 20, 2021 10:52:50 Page 1 Volume Report Subgrade vs. Stripped Area Volume Comp/Ratio Compact Export Change Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per .1 Ft REPORT REGION 139,191 53,264 78,298 7,629 3,465 2,890 1.00 1.15 3,465 3,323 142 593 Plane Slope Stripping Qtys Area Area Depth Volume STRIPPING 139,191 139,586 0.500 2,585 Plane Slope Sectional Qtys Area Area Depth Volume ACCESS ROAD 2,204 2,209 0.833 68 BUILDING 76,112 76,289 1.200 3,391 COURTYARD 4,146 4,147 0.750 115 POOL 827 827 5.000 153 SIDEWALK 1,522 1,540 0.333 19 SIDEWALK 436 457 0.333 6 SIDEWALK 357 361 0.333 4 SIDEWALK Sub: 2,315 2,358 29 STREETSCAPE 4,494 4,506 0.333 56 STREETSCAPE 17,744 17,760 0.333 219 STREETSCAPE Sub: 22,238 22,266 275 Sectional Total 107,842 108,096 4,031 Appendix C Preliminary Construction Schedule Activity ID Activity Name Planned Workdays Start Finish Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)770 07-Oct-20 31-May-24 MILESTONESMILESTONES 707 27-Jan-21 31-May-24 DESIGNDESIGN 18 19-Jul-21 13-Aug-21 A3223 Construction Documents 100%20 19-Jul-21*13-Aug-21 A3221 Construction Documents Complete 0 13-Aug-21 PERMITTINGPERMITTING 9 21-Oct-21 04-Nov-21 A3222 Site Plan Approval 0 21-Oct-21 A3230 Demolition Permit Received 0 29-Oct-21 A3260 Building Permit Received 0 04-Nov-21 A3240 Obtain Grading Permit 0 04-Nov-21 PRECONSTRUCTION SERVICESPRECONSTRUCTION SERVICES 50 16-Aug-21 22-Oct-21 A3224 CD Pricing 30 16-Aug-21 24-Sep-21 A3225 VE & GMP Finalization 20 27-Sep-21 22-Oct-21 CONTRACTUAL MILESTONESCONTRACTUAL MILESTONES 650 01-Nov-21 31-May-24 NTP Notice To Proceed 0 01-Nov-21* A51470 Leasing Turnover 0 20-Oct-23 A106 First Units Turnover 0 17-Nov-23 G1258 Area 1 Substantial Completion (31-Jan-24)0 31-Jan-24 O2259 Area 2 Substantial Completion (29-Mar-24)0 29-Mar-24 Y3305 Area 3 Substantial Completion (31-May-24)0 31-May-24 CONSTRUCTION MILESTONESCONSTRUCTION MILESTONES 844 27-Jan-21 31-May-24 A50900 Garage Completion 0 27-Jan-21 A3310 SEC Precon 0 05-Nov-21 A101 Construction Start 0 08-Nov-21 A103 Pre-Cast Garage Start 0 28-Mar-22 G1259 Metal Framing Start (Area 1 Lvl 1)0 23-Sep-22 A104 Podium Concrete Complete 0 26-Sep-22 A3320 Podium Slab Complete 0 11-Nov-22 A3330 Wood Framing Complete 0 31-May-23 Area 1Area 1 48 17-Nov-23 31-Jan-24 G1253 Area 1 - 1st Level TCO 0 17-Nov-23 G1252 Area 1 - 2nd Level TCO 0 05-Dec-23 G1254 Area 1 - 3rd Level TCO 0 19-Dec-23 G1255 Area 1 - 4th Level TCO 0 04-Jan-24 G1256 Area 1 - 5th Level TCO 0 19-Jan-24 G1257 Area 1 - 6th Level TCO 0 31-Jan-24 Area 2Area 2 45 26-Jan-24 29-Mar-24 O2253 Area 2 - 1st Level TCO 0 26-Jan-24 O2254 Area 2 - 2nd Level TCO 0 09-Feb-24 O2255 Area 2 - 3rd Level TCO 0 23-Feb-24 O2256 Area 2 - 4th Level TCO 0 08-Mar-24 O2257 Area 2 - 5th Level TCO 0 20-Mar-24 O2258 Area 2 - 6th Level TCO 0 29-Mar-24 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Construction Documents 100% Construction Documents Complete Site Plan Approval Demolition Permit Received Building Permit Received Obtain Grading Permit CD Pricing VE & GMP Finalization Notice To Proceed Leasing Turnover First Units Turnover Area 1 Substantial Completion (31-Jan-24) Area 2 Substantial Completion (29-Mar-24) Area 3 Substantial Completion (31-May-24) Garage Completion SEC Precon Construction Start Pre-Cast Garage Start Metal Framing Start (Area 1 Lvl 1) Podium Concrete Complete Podium Slab Complete Wood Framing Complete Area 1 - 1st Level TCO Area 1 - 2nd Level TCO Area 1 - 3rd Level TCO Area 1 - 4th Level TCO Area 1 - 5th Level TCO Area 1 - 6th Level TCO Area 2 - 1st Level TCO Area 2 - 2nd Level TCO Area 2 - 3rd Level TCO Area 2 - 4th Level TCO Area 2 - 5th Level TCO Area 2 - 6th Level TCO 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 1 of 16 Activity ID Activity Name Planned Workdays Start Finish Area 3Area 3 50 22-Mar-24 31-May-24 Y3300 Area 3 - 1st Level TCO 0 22-Mar-24 Y3301 Area 3 - 2nd Level TCO 0 05-Apr-24 Y3302 Area 3 - 3rd Level TCO 0 19-Apr-24 Y3303 Area 3 - 4th Level TCO 0 03-May-24 Y3304 Area 3 - 5th Level TCO 0 17-May-24 Y3306 Area 3 - 6th Level TCO 0 31-May-24 PROCUREMENT, SUBMITTALS & FABRICATIONPROCUREMENT, SUBMITTALS & FABRICATION 150 16-Aug-21 11-Mar-22 SUBMITTALSSUBMITTALS 150 16-Aug-21 11-Mar-22 A50960 Prkg Garage Precast Material Procurement 150 16-Aug-21 11-Mar-22 CONSTRUCTIONCONSTRUCTION 924 07-Oct-20 31-May-24 SITE & INFRASTRUCTURE DEVELOPMENTSITE & INFRASTRUCTURE DEVELOPMENT 474 08-Nov-21 28-Sep-23 ABATE & DEMOABATE & DEMO 13 08-Nov-21 24-Nov-21 A51480 Abatement 5 08-Nov-21 12-Nov-21 A3190 Demo Existing Utilities and Structures 5 18-Nov-21 24-Nov-21 EARTHWORKS & UTILITIESEARTHWORKS & UTILITIES 81 09-Nov-21 09-Mar-22 A3180 SEC Measures/Entrances 5 09-Nov-21 15-Nov-21 A3220 SEC @ Inlets 2 16-Nov-21 17-Nov-21 A3200 Mass Grading 10 29-Nov-21 10-Dec-21 A3201 Ground Improvements/Agg Piers 25 13-Dec-21 20-Jan-22 A3280 Survey & Control Points 2 21-Jan-22 24-Jan-22 A3210 Underground Utilities 25 21-Jan-22 24-Feb-22 A3205 Rough Grade Garage Pad 5 11-Feb-22 17-Feb-22 A3270 Rough Grade Bldg 2 Pad 7 25-Feb-22 07-Mar-22 A3271 Rough Grade Bldg 1 Pad 2 08-Mar-22 09-Mar-22 EXTERIOR IMPROVEMENTSEXTERIOR IMPROVEMENTS 50 20-Jul-23 28-Sep-23 A3290 Courtyard Hard/Landscape 45 20-Jul-23 21-Sep-23 A3300 Exterior Improvements 45 27-Jul-23 28-Sep-23 STRUCTURESTRUCTURE 924 07-Oct-20 31-May-24 GARAGEGARAGE 743 07-Oct-20 14-Sep-23 G112 Garage Samet Punch 20 07-Oct-20 03-Nov-20 G113 Architect Punch 20 04-Nov-20 01-Dec-20 G114 Final Clean & Closeout 20 02-Dec-20 29-Dec-20 G115 Inspections 20 30-Dec-20 27-Jan-21 G100 Foundations 20 18-Feb-22 17-Mar-22 G102 Erect Precast Parking Deck (6 Levels)40 28-Mar-22 23-May-22 G103 Underslab MEP 10 24-May-22 07-Jun-22 G104 Prep/Place/Finish SOG (38.3k SF)15 08-Jun-22 28-Jun-22 G116 Stairs (2)15 29-Jun-22 20-Jul-22 G105 Grout Precast 20 29-Jun-22 27-Jul-22 G106 Garage MEP 40 29-Jun-22 24-Aug-22 G107 Garage Railings 15 28-Jul-22 17-Aug-22 G108 Elevators (2)40 20-Mar-23 15-May-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Area 3 - 1st Level TCO Area 3 - 2nd Level TCO Area 3 - 3rd Level TCO Area 3 - 4th Level TCO Area 3 - 5th Level TCO Area 3 - 6th Level TCO Prkg Garage Precast Material Procurement Abatement Demo Existing Utilities and Structures SEC Measures/Entrances SEC @ Inlets Mass Grading Ground Improvements/Agg Piers Survey & Control Points Underground Utilities Rough Grade Garage Pad Rough Grade Bldg 2 Pad Rough Grade Bldg 1 Pad Courtyard Hard/Landscape Exterior Improvements Garage Samet Punch Architect Punch Final Clean & Closeout Inspections Foundations Erect Precast Parking Deck (6 Levels) Underslab MEP Prep/Place/Finish SOG (38.3k SF) Stairs (2) Grout Precast Garage MEP Garage Railings Elevators (2) 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 2 of 16 Activity ID Activity Name Planned Workdays Start Finish G109 Misc Garage 20 16-May-23 13-Jun-23 G110 Initial Clean 20 27-Jul-23 23-Aug-23 G111 Traffic Coating 15 24-Aug-23 14-Sep-23 AREA 1AREA 1 429 17-May-22 31-Jan-24 Area 1 FndsArea 1 Fnds 105 17-May-22 13-Oct-22 Area 1-L1 (SOG)Area 1-L1 (SOG)105 17-May-22 13-Oct-22 G1100 Foundations 12 17-May-22 02-Jun-22 G1101 CIP Columns 10 03-Jun-22 16-Jun-22 G1102 Underslab MEP 10 17-Jun-22 30-Jun-22 G1103 PT Cable/Reinforcing 8 01-Jul-22 13-Jul-22 G1104 Prep/Place/Finish Concrete SOG 3 14-Jul-22 18-Jul-22 G1105 Tension Cables 5 19-Jul-22 25-Jul-22 G1106 Shoring/Decking (for Lvl 2 Podium)8 26-Jul-22 04-Aug-22 G1111 Masonry Shafts 20 16-Sep-22 13-Oct-22 Area 1 Lvl 2 (Podium)Area 1 Lvl 2 (Podium)29 05-Aug-22 15-Sep-22 G1108 MEP Sleeves 3 05-Aug-22 09-Aug-22 G1107 PT Cable/Reinforcing 10 05-Aug-22 18-Aug-22 G1109 Prep/Place/Finish Concrete Podium Slab 10 19-Aug-22 01-Sep-22 G1110 Tension Cables 5 02-Sep-22 09-Sep-22 G1112 Remove Shoring (supporting Lvl 2 Podium Slab)4 12-Sep-22 15-Sep-22 Area 1 FramingArea 1 Framing 110 23-Sep-22 03-Mar-23 Area 1-L1Area 1-L1 11 23-Sep-22 07-Oct-22 G1113 Layout 3 23-Sep-22 27-Sep-22 G1114 Metal Framing 10 26-Sep-22 07-Oct-22 Area 1-L2Area 1-L2 11 07-Oct-22 21-Oct-22 G1117 Layout 2 07-Oct-22 10-Oct-22 G1118 Wood Framing 10 10-Oct-22 21-Oct-22 Area 1-L3Area 1-L3 17 24-Oct-22 15-Nov-22 G1120 Floor Trusses L3 4 24-Oct-22 27-Oct-22 G1121 Floor Decking L3 2 28-Oct-22 31-Oct-22 G1122 Layout 2 01-Nov-22 02-Nov-22 G1123 Wood Framing 10 02-Nov-22 15-Nov-22 Area 1-L4Area 1-L4 17 16-Nov-22 12-Dec-22 G1124 Floor Trusses L4 4 16-Nov-22 21-Nov-22 G1125 Floor Decking L4 2 22-Nov-22 23-Nov-22 G1127 Layout 2 28-Nov-22 29-Nov-22 G1128 Wood Framing 10 29-Nov-22 12-Dec-22 Area 1-L5Area 1-L5 17 13-Dec-22 09-Jan-23 G1130 Floor Trusses L5 4 13-Dec-22 16-Dec-22 G1134 Floor Decking L5 2 19-Dec-22 20-Dec-22 G1135 Layout 2 21-Dec-22 26-Dec-22 G1138 Wood Framing 10 26-Dec-22 09-Jan-23 Area 1-L6Area 1-L6 18 10-Jan-23 03-Feb-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Misc Garage Initial Clean Traffic Coating Foundations CIP Columns Underslab MEP PT Cable/Reinforcing Prep/Place/Finish Concrete SOG Tension Cables Shoring/Decking (for Lvl 2 Podium) Masonry Shafts MEP Sleeves PT Cable/Reinforcing Prep/Place/Finish Concrete Podium Slab Tension Cables Remove Shoring (supporting Lvl 2 Podium Slab) Layout Metal Framing Layout Wood Framing Floor Trusses L3 Floor Decking L3 Layout Wood Framing Floor Trusses L4 Floor Decking L4 Layout Wood Framing Floor Trusses L5 Floor Decking L5 Layout Wood Framing 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 3 of 16 Activity ID Activity Name Planned Workdays Start Finish G1141 Floor Trusses L6 4 10-Jan-23 13-Jan-23 G1144 Floor Decking L6 2 17-Jan-23 18-Jan-23 G1146 Layout 2 19-Jan-23 20-Jan-23 G1147 Wood Framing 10 23-Jan-23 03-Feb-23 Roof LvlRoof Lvl 20 06-Feb-23 03-Mar-23 G1150 Roof Trusses 8 06-Feb-23 15-Feb-23 G1151 Roof Decking 5 16-Feb-23 22-Feb-23 G1153 Layout 2 23-Feb-23 24-Feb-23 G1154 Parapet Framing & Sheathing 5 27-Feb-23 03-Mar-23 Area 1 EnvelopeArea 1 Envelope 146 19-Dec-22 19-Jul-23 G1133 Level 1 Sheathing 5 19-Dec-22 27-Dec-22 G1137 Level 2 Sheathing 5 28-Dec-22 04-Jan-23 G1140 Level 3 Sheathing 5 05-Jan-23 11-Jan-23 G1145 Level 4 Sheathing 5 12-Jan-23 19-Jan-23 G1152 Level 5 Sheathing 5 20-Jan-23 26-Jan-23 G1155 Level 6 Sheathing 5 27-Jan-23 02-Feb-23 G1156 Roofing 10 06-Mar-23 17-Mar-23 G1162 Court Yard Windows 7 20-Mar-23 28-Mar-23 G1164 Court Yard Exteriors 30 27-Mar-23 08-May-23 G1160 Windows 10 29-Mar-23 12-Apr-23 G1183 East Exteriors 35 18-Apr-23 06-Jun-23 G1171 North Exteriors 30 07-Jun-23 19-Jul-23 Area 1 FP-PME RoughArea 1 FP-PME Rough 180 14-Oct-22 05-Jul-23 Area 1-L1MEPArea 1-L1MEP 125 14-Oct-22 17-Apr-23 G1115 Fire Protection 10 14-Oct-22 27-Oct-22 G1116 Plumbing 10 19-Oct-22 01-Nov-22 G1119 Electrical 10 07-Nov-22 18-Nov-22 G1159 HVAC Duct 10 20-Mar-23 31-Mar-23 G1166 HVAC Pipe/Line Sets 10 03-Apr-23 17-Apr-23 Area 1-L2 MEPArea 1-L2 MEP 106 28-Nov-22 01-May-23 G1126 Fire Protection 10 28-Nov-22 09-Dec-22 G1129 Plumbing 10 01-Dec-22 14-Dec-22 G1157 Electrical 10 13-Mar-23 24-Mar-23 G1158 HVAC Duct 10 03-Apr-23 17-Apr-23 G1161 HVAC Pipe/Line Sets 10 18-Apr-23 01-May-23 Area 1-L3 MEPArea 1-L3 MEP 106 12-Dec-22 15-May-23 G1131 Fire Protection 10 12-Dec-22 27-Dec-22 G1132 Plumbing 10 15-Dec-22 30-Dec-22 G1163 Electrical 10 27-Mar-23 10-Apr-23 G1165 HVAC Duct 10 18-Apr-23 01-May-23 G1167 HVAC Pipe/Line Sets 10 02-May-23 15-May-23 Area 1-L4 MEPArea 1-L4 MEP 106 28-Dec-22 30-May-23 G1136 Fire Protection 10 28-Dec-22 11-Jan-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Floor Trusses L6 Floor Decking L6 Layout Wood Framing Roof Trusses Roof Decking Layout Parapet Framing & Sheathing Level 1 Sheathing Level 2 Sheathing Level 3 Sheathing Level 4 Sheathing Level 5 Sheathing Level 6 Sheathing Roofing Court Yard Windows Court Yard Exteriors Windows East Exteriors North Exteriors Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 4 of 16 Activity ID Activity Name Planned Workdays Start Finish G1139 Plumbing 10 03-Jan-23 17-Jan-23 G1168 Electrical 10 11-Apr-23 24-Apr-23 G1169 HVAC Duct 10 02-May-23 15-May-23 G1172 HVAC Pipe/Line Sets 10 16-May-23 30-May-23 Area 1-L5 MEPArea 1-L5 MEP 106 12-Jan-23 13-Jun-23 G1142 Fire Protection 10 12-Jan-23 26-Jan-23 G1143 Plumbing 10 18-Jan-23 31-Jan-23 G1174 Electrical 10 25-Apr-23 08-May-23 G1177 HVAC Duct 10 16-May-23 30-May-23 G1178 HVAC Pipe/Line Sets 10 31-May-23 13-Jun-23 Area 1-L6 MEPArea 1-L6 MEP 106 27-Jan-23 27-Jun-23 G1148 Fire Protection 10 27-Jan-23 09-Feb-23 G1149 Plumbing 10 01-Feb-23 14-Feb-23 G1182 Electrical 10 09-May-23 22-May-23 G1184 HVAC Duct 10 31-May-23 13-Jun-23 G1187 HVAC Pipe/Line Sets 10 14-Jun-23 27-Jun-23 Roof Lvl MEPRoof Lvl MEP 40 09-May-23 05-Jul-23 G1181 Mech, Elect Rough 10 09-May-23 22-May-23 G1192 HVAC Units 30 23-May-23 05-Jul-23 Area 1 InteriorsArea 1 Interiors 174 18-Apr-23 22-Dec-23 Area 1-L1Area 1-L1 69 18-Apr-23 25-Jul-23 G1170 Insulation 6 18-Apr-23 25-Apr-23 G1173 Hang Drywall 10 21-Apr-23 04-May-23 G1176 Finish Drywall 13 27-Apr-23 15-May-23 G1186 Install Doors/Trim 8 16-May-23 25-May-23 G1188 Paint 12 26-May-23 13-Jun-23 G1193 Millwork 20 31-May-23 27-Jun-23 G1197 Flooring 13 23-Jun-23 12-Jul-23 G1201 MEP Trim 13 07-Jul-23 25-Jul-23 Area 1-L2Area 1-L2 79 02-May-23 22-Aug-23 G1175 Insulation 6 02-May-23 09-May-23 G1180 Hang Drywall 10 05-May-23 18-May-23 G1189 Finish Drywall 13 16-May-23 02-Jun-23 G1196 Install Doors/Trim 8 05-Jun-23 14-Jun-23 G1199 Paint 12 14-Jun-23 29-Jun-23 G1202 Millwork 20 28-Jun-23 26-Jul-23 G1204 Flooring 13 24-Jul-23 09-Aug-23 G1209 MEP Trim 13 04-Aug-23 22-Aug-23 Area 1-L3Area 1-L3 92 11-May-23 20-Sep-23 G1179 Insulation 6 11-May-23 18-May-23 G1190 Hang Drywall 10 19-May-23 02-Jun-23 G1198 Finish Drywall 13 05-Jun-23 21-Jun-23 G1203 Gypcrete (2d place, 3d cure)5 21-Jun-23 27-Jun-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Mech, Elect Rough HVAC Units Insulation Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 5 of 16 Activity ID Activity Name Planned Workdays Start Finish G1207 Install Doors/Trim 8 28-Jun-23 10-Jul-23 G1208 Paint 12 05-Jul-23 20-Jul-23 G1212 Millwork 20 27-Jul-23 23-Aug-23 G1217 Flooring 13 21-Aug-23 07-Sep-23 G1222 MEP Trim 13 01-Sep-23 20-Sep-23 Area 1-L4Area 1-L4 99 31-May-23 18-Oct-23 G1185 Insulation 6 31-May-23 07-Jun-23 G1195 Hang Drywall 10 05-Jun-23 16-Jun-23 G1205 Finish Drywall 13 22-Jun-23 11-Jul-23 G1210 Gypcrete (2d place, 3d cure)5 11-Jul-23 17-Jul-23 G1214 Install Doors/Trim 8 18-Jul-23 27-Jul-23 G1215 Paint 12 24-Jul-23 08-Aug-23 G1223 Millwork 20 24-Aug-23 21-Sep-23 G1229 Flooring 13 19-Sep-23 05-Oct-23 G1234 MEP Trim 13 02-Oct-23 18-Oct-23 Area 1-L5Area 1-L5 111 12-Jun-23 15-Nov-23 G1191 Insulation 6 12-Jun-23 19-Jun-23 G1200 Hang Drywall 10 19-Jun-23 30-Jun-23 G1213 Finish Drywall 13 12-Jul-23 28-Jul-23 G1219 Gypcrete (2d place, 3d cure)5 28-Jul-23 03-Aug-23 G1221 Install Doors/Trim 8 04-Aug-23 15-Aug-23 G1224 Paint 12 14-Aug-23 29-Aug-23 G1232 Millwork 20 22-Sep-23 19-Oct-23 G1235 Flooring 13 17-Oct-23 02-Nov-23 G1237 MEP Trim 13 30-Oct-23 15-Nov-23 Area 1-L6Area 1-L6 127 23-Jun-23 22-Dec-23 G1194 Insulation 6 23-Jun-23 30-Jun-23 G1206 Hang Drywall 10 04-Jul-23 17-Jul-23 G1220 Finish Drywall 13 31-Jul-23 16-Aug-23 G1226 Gypcrete (2d place, 3d cure)5 16-Aug-23 22-Aug-23 G1228 Install Doors/Trim 8 23-Aug-23 01-Sep-23 G1230 Paint 12 30-Aug-23 15-Sep-23 G1238 Millwork 20 20-Oct-23 16-Nov-23 G1241 Flooring 13 21-Nov-23 11-Dec-23 G1243 MEP Trim 13 06-Dec-23 22-Dec-23 Area 1 PunchArea 1 Punch 114 17-Aug-23 31-Jan-24 Area 1-L1Area 1-L1 25 17-Aug-23 21-Sep-23 G1211 Samet Punch 10 17-Aug-23 30-Aug-23 G1216 Owner A/E Punch 15 31-Aug-23 21-Sep-23 Area 1-L2Area 1-L2 30 31-Aug-23 12-Oct-23 G1218 Samet Punch 10 31-Aug-23 14-Sep-23 G1225 Owner A/E Punch 15 22-Sep-23 12-Oct-23 G1231 Turnover 0 12-Oct-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Samet Punch Owner A/E Punch Samet Punch Owner A/E Punch Turnover 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 6 of 16 Activity ID Activity Name Planned Workdays Start Finish Area 1-L3Area 1-L3 31 21-Sep-23 02-Nov-23 G1233 Samet Punch 10 21-Sep-23 04-Oct-23 G1236 Owner A/E Punch 15 13-Oct-23 02-Nov-23 G1239 Turnover 0 02-Nov-23 Area 1-L4Area 1-L4 26 19-Oct-23 27-Nov-23 G1240 Samet Punch 10 19-Oct-23 01-Nov-23 G1242 Owner A/E Punch 15 03-Nov-23 27-Nov-23 G1245 Turnover 0 27-Nov-23 Area 1-L5Area 1-L5 25 16-Nov-23 22-Dec-23 G1244 Samet Punch 10 16-Nov-23 01-Dec-23 G1246 Owner A/E Punch 15 04-Dec-23 22-Dec-23 G1248 Turnover 0 22-Dec-23 Area 1-L6Area 1-L6 25 27-Dec-23 31-Jan-24 G1247 Samet Punch 10 27-Dec-23 09-Jan-24 G1249 Owner A/E Punch 15 10-Jan-24 31-Jan-24 G1251 Turnover 0 31-Jan-24 AREA 2AREA 2 459 03-Jun-22 29-Mar-24 Area 2 FndsArea 2 Fnds 113 03-Jun-22 10-Nov-22 Area 2-L1Area 2-L1 53 03-Jun-22 17-Aug-22 O2100 Foundations 10 03-Jun-22 16-Jun-22 O2101 CIP Columns 10 17-Jun-22 30-Jun-22 O2102 Underslab MEP 10 01-Jul-22 15-Jul-22 O2103 PT Cable/Reinforcing 6 18-Jul-22 25-Jul-22 O2104 Prep/Place/Finish Concrete SOG 4 26-Jul-22 29-Jul-22 O2105 Tension Cables 5 01-Aug-22 05-Aug-22 O2106 Shoring/Decking (for Lvl 2 Podium Slab)8 08-Aug-22 17-Aug-22 Area 2-L2Area 2-L2 60 18-Aug-22 10-Nov-22 O2107 MEP Sleeves 3 18-Aug-22 22-Aug-22 O2108 PT Cable/Reinforcing 8 23-Aug-22 01-Sep-22 O2109 Prep/Place/Finish Concrete Podium Slab 6 02-Sep-22 12-Sep-22 O2110 Tension Cables 5 13-Sep-22 19-Sep-22 O2111 Remove Shoring (supporting Lvl 2 Podium Slab)5 20-Sep-22 26-Sep-22 O2112 Masonry Shafts 20 14-Oct-22 10-Nov-22 Area 2 FramingArea 2 Framing 111 11-Nov-22 25-Apr-23 Area 2-L1Area 2-L1 13 11-Nov-22 01-Dec-22 O2113 Layout 3 11-Nov-22 15-Nov-22 O2114 Metal Framing 10 16-Nov-22 01-Dec-22 Area 2-L2Area 2-L2 9 19-Dec-22 03-Jan-23 O2115 Layout 3 19-Dec-22 21-Dec-22 O2116 Wood Framing L2 8 20-Dec-22 03-Jan-23 Area 2-L3Area 2-L3 16 04-Jan-23 26-Jan-23 O2117 Floor Trusses L3 4 04-Jan-23 09-Jan-23 O2118 Floor Decking L3 2 10-Jan-23 11-Jan-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Foundations CIP Columns Underslab MEP PT Cable/Reinforcing Prep/Place/Finish Concrete SOG Tension Cables Shoring/Decking (for Lvl 2 Podium Slab) MEP Sleeves PT Cable/Reinforcing Prep/Place/Finish Concrete Podium Slab Tension Cables Remove Shoring (supporting Lvl 2 Podium Slab) Masonry Shafts Layout Metal Framing Layout Wood Framing L2 Floor Trusses L3 Floor Decking L3 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 7 of 16 Activity ID Activity Name Planned Workdays Start Finish O2119 Layout 3 12-Jan-23 17-Jan-23 O2120 Wood Framing 9 13-Jan-23 26-Jan-23 Area 2-L4Area 2-L4 16 27-Jan-23 17-Feb-23 O2121 Floor Trusses L4 4 27-Jan-23 01-Feb-23 O2122 Floor Decking L4 2 02-Feb-23 03-Feb-23 O2124 Layout 3 06-Feb-23 08-Feb-23 O2125 Wood Framing 9 07-Feb-23 17-Feb-23 Area 2-L5Area 2-L5 16 20-Feb-23 13-Mar-23 O2128 Floor Trusses L5 4 20-Feb-23 23-Feb-23 O2134 Floor Decking L5 2 24-Feb-23 27-Feb-23 O2135 Layout 3 28-Feb-23 02-Mar-23 O2137 Wood Framing 9 01-Mar-23 13-Mar-23 Area 2-L6Area 2-L6 16 14-Mar-23 04-Apr-23 O2142 Floor Trusses L6 4 14-Mar-23 17-Mar-23 O2144 Floor Decking L6 2 20-Mar-23 21-Mar-23 O2146 Layout 3 22-Mar-23 24-Mar-23 O2148 Wood Framing 9 23-Mar-23 04-Apr-23 Roof LvlRoof Lvl 14 05-Apr-23 25-Apr-23 O2150 Roof Trusses 5 05-Apr-23 12-Apr-23 O2152 Roof Decking 2 13-Apr-23 14-Apr-23 O2154 Layout 2 17-Apr-23 18-Apr-23 O2155 Parapet Framing & Sheathing 5 19-Apr-23 25-Apr-23 Area 2 EnvelopeArea 2 Envelope 122 24-Feb-23 17-Aug-23 O2133 Level 1 Sheathing 5 24-Feb-23 02-Mar-23 O2136 Level 2 Sheathing 5 03-Mar-23 09-Mar-23 O2138 Level 3 Sheathing 5 10-Mar-23 16-Mar-23 O2140 Level 4 Sheathing 5 17-Mar-23 23-Mar-23 O2143 Level 5 Sheathing 5 24-Mar-23 30-Mar-23 O2145 Level 6 Sheathing 5 31-Mar-23 06-Apr-23 O2158 Roofing 10 26-Apr-23 09-May-23 O2160 Windows 10 10-May-23 23-May-23 O2162 East Exteriors 20 24-May-23 21-Jun-23 O2178 South Exteriors 30 15-Jun-23 27-Jul-23 O2206 West Exteriors 20 21-Jul-23 17-Aug-23 Area 2 FP-PME RoughArea 2 FP-PME Rough 168 06-Feb-23 03-Oct-23 Area 2-L1 MEPArea 2-L1 MEP 27 10-Feb-23 20-Mar-23 O2123 Fire Protection 10 10-Feb-23 23-Feb-23 O2126 Plumbing 10 15-Feb-23 28-Feb-23 O2127 Electrical 10 01-Mar-23 14-Mar-23 O2129 HVAC Duct 10 06-Mar-23 17-Mar-23 O2131 HVAC Pipe/Line Sets 8 09-Mar-23 20-Mar-23 Area 2-L2 MEPArea 2-L2 MEP 108 06-Feb-23 10-Jul-23 O2130 Fire Protection 10 06-Feb-23 17-Feb-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Layout Wood Framing Floor Trusses L4 Floor Decking L4 Layout Wood Framing Floor Trusses L5 Floor Decking L5 Layout Wood Framing Floor Trusses L6 Floor Decking L6 Layout Wood Framing Roof Trusses Roof Decking Layout Parapet Framing & Sheathing Level 1 Sheathing Level 2 Sheathing Level 3 Sheathing Level 4 Sheathing Level 5 Sheathing Level 6 Sheathing Roofing Windows East Exteriors South Exteriors West Exteriors Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 8 of 16 Activity ID Activity Name Planned Workdays Start Finish O2132 Plumbing 10 01-Mar-23 14-Mar-23 O2159 Electrical 10 23-May-23 06-Jun-23 O2161 HVAC Duct 10 14-Jun-23 27-Jun-23 O2164 HVAC Pipe/Line Sets 8 28-Jun-23 10-Jul-23 Area 2-L3 MEPArea 2-L3 MEP 106 20-Feb-23 20-Jul-23 O2139 Fire Protection 10 20-Feb-23 03-Mar-23 O2141 Plumbing 10 15-Mar-23 28-Mar-23 O2167 Electrical 10 07-Jun-23 20-Jun-23 O2169 HVAC Duct 10 28-Jun-23 12-Jul-23 O2171 HVAC Pipe/Line Sets 8 11-Jul-23 20-Jul-23 Area 2-L4 MEPArea 2-L4 MEP 104 06-Mar-23 01-Aug-23 O2147 Fire Protection 10 06-Mar-23 17-Mar-23 O2149 Plumbing 10 29-Mar-23 12-Apr-23 O2173 Electrical 10 21-Jun-23 05-Jul-23 O2176 HVAC Duct 10 13-Jul-23 26-Jul-23 O2179 HVAC Pipe/Line Sets 8 21-Jul-23 01-Aug-23 Area 2-L5 MEPArea 2-L5 MEP 102 20-Mar-23 11-Aug-23 O2151 Fire Protection 10 20-Mar-23 31-Mar-23 O2153 Plumbing 10 13-Apr-23 26-Apr-23 O2182 Electrical 10 06-Jul-23 19-Jul-23 O2186 HVAC Duct 10 27-Jul-23 09-Aug-23 O2188 HVAC Pipe/Line Sets 8 02-Aug-23 11-Aug-23 Area 2-L6 MEPArea 2-L6 MEP 94 13-Apr-23 24-Aug-23 O2156 Fire Protection 10 13-Apr-23 26-Apr-23 O2157 Plumbing 10 27-Apr-23 10-May-23 O2190 Electrical 10 20-Jul-23 02-Aug-23 O2192 HVAC Duct 10 10-Aug-23 23-Aug-23 O2196 HVAC Pipe/Line Sets 8 15-Aug-23 24-Aug-23 Roof Lvl MEPRoof Lvl MEP 35 15-Aug-23 03-Oct-23 O2201 Mech, Elect Rough 5 15-Aug-23 21-Aug-23 O2207 HVAC Units 30 22-Aug-23 03-Oct-23 Area 2 InteriorsArea 2 Interiors 165 10-May-23 04-Jan-24 Area 2-L1Area 2-L1 62 10-May-23 07-Aug-23 O2163 Insulation 5 10-May-23 16-May-23 O2165 Hang Drywall 8 15-May-23 24-May-23 O2168 Finish Drywall 10 22-May-23 05-Jun-23 O2172 Install Doors/Trim 8 01-Jun-23 12-Jun-23 O2180 Paint 10 08-Jun-23 21-Jun-23 O2185 Millwork 15 28-Jun-23 19-Jul-23 O2200 Flooring 7 20-Jul-23 28-Jul-23 O2210 MEP Trim 10 25-Jul-23 07-Aug-23 Area 2-L2Area 2-L2 67 05-Jul-23 06-Oct-23 O2166 Insulation 8 05-Jul-23 14-Jul-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Mech, Elect Rough HVAC Units Insulation Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 9 of 16 Activity ID Activity Name Planned Workdays Start Finish O2170 Hang Drywall 8 10-Jul-23 19-Jul-23 O2175 Finish Drywall 10 17-Jul-23 28-Jul-23 O2181 Install Doors/Trim 8 31-Jul-23 09-Aug-23 O2189 Paint 10 07-Aug-23 18-Aug-23 O2198 Millwork 15 24-Aug-23 14-Sep-23 O2209 Flooring 10 15-Sep-23 28-Sep-23 O2215 MEP Trim 10 25-Sep-23 06-Oct-23 Area 2-L3Area 2-L3 74 17-Jul-23 27-Oct-23 O2174 Insulation 6 17-Jul-23 24-Jul-23 O2177 Hang Drywall 8 20-Jul-23 31-Jul-23 O2184 Finish Drywall 10 27-Jul-23 09-Aug-23 O2195 Gypcrete (2d place, 3d cure)5 09-Aug-23 15-Aug-23 O2197 Install Doors/Trim 8 16-Aug-23 25-Aug-23 O2202 Paint 10 23-Aug-23 06-Sep-23 O2213 Millwork 15 15-Sep-23 05-Oct-23 O2218 Flooring 10 06-Oct-23 19-Oct-23 O2222 MEP Trim 10 16-Oct-23 27-Oct-23 Area 2-L4Area 2-L4 81 27-Jul-23 17-Nov-23 O2183 Insulation 6 27-Jul-23 03-Aug-23 O2187 Hang Drywall 8 01-Aug-23 10-Aug-23 O2194 Finish Drywall 10 08-Aug-23 21-Aug-23 O2205 Gypcrete (2d place, 3d cure)5 21-Aug-23 25-Aug-23 O2208 Install Doors/Trim 8 28-Aug-23 07-Sep-23 O2211 Paint 10 07-Sep-23 20-Sep-23 O2221 Millwork 15 06-Oct-23 26-Oct-23 O2225 Flooring 10 27-Oct-23 09-Nov-23 O2226 MEP Trim 10 06-Nov-23 17-Nov-23 Area 2-L5Area 2-L5 88 08-Aug-23 12-Dec-23 O2191 Insulation 8 08-Aug-23 17-Aug-23 O2193 Hang Drywall 8 11-Aug-23 22-Aug-23 O2204 Finish Drywall 10 18-Aug-23 31-Aug-23 O2214 Gypcrete (2d place, 3d cure)5 31-Aug-23 07-Sep-23 O2216 Install Doors/Trim 8 08-Sep-23 19-Sep-23 O2217 Paint 10 21-Sep-23 04-Oct-23 O2224 Millwork 15 27-Oct-23 16-Nov-23 O2228 Flooring 10 17-Nov-23 04-Dec-23 O2229 MEP Trim 10 29-Nov-23 12-Dec-23 Area 2-L6Area 2-L6 94 21-Aug-23 04-Jan-24 O2199 Insulation 6 21-Aug-23 28-Aug-23 O2203 Hang Drywall 8 24-Aug-23 05-Sep-23 O2212 Finish Drywall 10 31-Aug-23 14-Sep-23 O2219 Gypcrete (2d place, 3d cure)5 14-Sep-23 20-Sep-23 O2220 Install Doors/Trim 8 21-Sep-23 02-Oct-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 10 of 16 Activity ID Activity Name Planned Workdays Start Finish O2223 Paint 10 05-Oct-23 18-Oct-23 O2227 Millwork 15 17-Nov-23 11-Dec-23 O2230 Flooring 10 12-Dec-23 27-Dec-23 O2231 MEP Trim 10 20-Dec-23 04-Jan-24 Area 2 PunchArea 2 Punch 63 02-Jan-24 29-Mar-24 Area 2-L1Area 2-L1 18 02-Jan-24 26-Jan-24 O2232 Samet Punch 10 02-Jan-24*16-Jan-24 O2234 Owner A/E Punch 10 12-Jan-24 26-Jan-24 O2236 Turnover 0 26-Jan-24 Area 2-L2Area 2-L2 23 02-Jan-24 02-Feb-24 O2233 Samet Punch 10 02-Jan-24 16-Jan-24 O2237 Owner A/E Punch 10 22-Jan-24 02-Feb-24 O2240 Turnover 0 02-Feb-24 Area 2-L3Area 2-L3 23 17-Jan-24 16-Feb-24 O2235 Samet Punch 10 17-Jan-24 30-Jan-24 O2239 Owner A/E Punch 10 05-Feb-24 16-Feb-24 O2242 Turnover 0 16-Feb-24 Area 2-L4Area 2-L4 23 31-Jan-24 01-Mar-24 O2238 Samet Punch 10 31-Jan-24 13-Feb-24 O2243 Owner A/E Punch 10 19-Feb-24 01-Mar-24 O2245 Turnover 0 01-Mar-24 Area 2-L5Area 2-L5 23 14-Feb-24 15-Mar-24 O2241 Samet Punch 10 14-Feb-24 27-Feb-24 O2246 Owner A/E Punch 10 04-Mar-24 15-Mar-24 O2247 Turnover 0 15-Mar-24 Area 2-L6Area 2-L6 23 28-Feb-24 29-Mar-24 O2244 Samet Punch 10 28-Feb-24 12-Mar-24 O2248 Owner A/E Punch 10 18-Mar-24 29-Mar-24 O2250 Turnover 0 29-Mar-24 AREA 3AREA 3 494 17-Jun-22 31-May-24 Area 3 FndsArea 3 Fnds 124 17-Jun-22 13-Dec-22 Area 3-L1 (SOG)Area 3-L1 (SOG)65 17-Jun-22 19-Sep-22 Y3167 Foundations 15 17-Jun-22 08-Jul-22 Y3165 CIP Columns 10 11-Jul-22 22-Jul-22 Y3166 Underslab MEP 10 25-Jul-22 05-Aug-22 Y3164 PT Cable/Reinforcing 10 08-Aug-22 19-Aug-22 Y3163 Prep/Place/Finish Concrete SOG 3 22-Aug-22 24-Aug-22 Y3162 Tension Cables 5 25-Aug-22 31-Aug-22 Y3104 Shoring/Decking (for Lvl 2 Podium)12 01-Sep-22 19-Sep-22 Area 3 Lvl 2 (Podium)Area 3 Lvl 2 (Podium)59 20-Sep-22 13-Dec-22 Y3103 MEP Sleeves 3 20-Sep-22 22-Sep-22 Y3102 PT Cable/Reinforcing 15 20-Sep-22 10-Oct-22 Y3101 Prep/Place/Finish Concrete Podium Slab 13 11-Oct-22 27-Oct-22 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Paint Millwork Flooring MEP Trim Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Foundations CIP Columns Underslab MEP PT Cable/Reinforcing Prep/Place/Finish Concrete SOG Tension Cables Shoring/Decking (for Lvl 2 Podium) MEP Sleeves PT Cable/Reinforcing Prep/Place/Finish Concrete Podium Slab 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 11 of 16 Activity ID Activity Name Planned Workdays Start Finish Y3100 Tension Cables 5 28-Oct-22 03-Nov-22 Y3243 Remove Shoring (supporting Lvl 2 Podium Slab)6 04-Nov-22 11-Nov-22 Y3105 Masonry Shafts 20 14-Nov-22 13-Dec-22 Area 3 FramingArea 3 Framing 130 21-Nov-22 31-May-23 Area 3-L1Area 3-L1 16 21-Nov-22 14-Dec-22 Y3161 Layout 3 21-Nov-22 23-Nov-22 Y3160 Metal Framing 15 22-Nov-22 14-Dec-22 Area 3-L2Area 3-L2 13 13-Dec-22 03-Jan-23 Y3159 Layout 2 13-Dec-22 14-Dec-22 Y3158 Wood Framing 12 14-Dec-22 03-Jan-23 Area 3-L3Area 3-L3 20 05-Jan-23 02-Feb-23 Y3247 Floor Trusses L3 5 05-Jan-23 11-Jan-23 Y3246 Floor Decking L3 2 12-Jan-23 13-Jan-23 Y3157 Layout 2 17-Jan-23 18-Jan-23 Y3156 Wood Framing 12 18-Jan-23 02-Feb-23 Area 3-L4Area 3-L4 20 06-Feb-23 03-Mar-23 Y3155 Floor Trusses L4 5 06-Feb-23 10-Feb-23 Y3154 Floor Decking L4 2 13-Feb-23 14-Feb-23 Y3153 Layout 2 15-Feb-23 16-Feb-23 Y3152 Wood Framing 12 16-Feb-23 03-Mar-23 Area 3-L5Area 3-L5 20 07-Mar-23 03-Apr-23 Y3151 Floor Trusses L5 5 07-Mar-23 13-Mar-23 Y3150 Floor Decking L5 2 14-Mar-23 15-Mar-23 Y3149 Layout 2 16-Mar-23 17-Mar-23 Y3148 Wood Framing 12 17-Mar-23 03-Apr-23 Area 3-L6Area 3-L6 21 05-Apr-23 04-May-23 Y3147 Floor Trusses L6 5 05-Apr-23 12-Apr-23 Y3146 Floor Decking L6 2 13-Apr-23 14-Apr-23 Y3171 Layout 2 17-Apr-23 18-Apr-23 Y3170 Wood Framing 12 19-Apr-23 04-May-23 Roof LvlRoof Lvl 20 03-May-23 31-May-23 Y3169 Roof Trusses 8 03-May-23 12-May-23 Y3168 Roof Decking 5 15-May-23 19-May-23 Y3145 Layout 2 22-May-23 23-May-23 Y3144 Parapet Framing & Sheathing 5 24-May-23 31-May-23 Area 3 EnvelopeArea 3 Envelope 180 14-Mar-23 28-Nov-23 Y3136 Level 1 Sheathing 7 14-Mar-23 22-Mar-23 Y3143 Level 2 Sheathing 7 23-Mar-23 31-Mar-23 Y3142 Level 3 Sheathing 7 03-Apr-23 12-Apr-23 Y3141 Level 4 Sheathing 7 13-Apr-23 21-Apr-23 Y3140 Level 5 Sheathing 7 24-Apr-23 02-May-23 Y3177 Level 6 Sheathing 7 03-May-23 11-May-23 Y3137 Roofing 10 01-Jun-23 14-Jun-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Tension Cables Remove Shoring (supporting Lvl 2 Podium Slab) Masonry Shafts Layout Metal Framing Layout Wood Framing Floor Trusses L3 Floor Decking L3 Layout Wood Framing Floor Trusses L4 Floor Decking L4 Layout Wood Framing Floor Trusses L5 Floor Decking L5 Layout Wood Framing Floor Trusses L6 Floor Decking L6 Layout Wood Framing Roof Trusses Roof Decking Layout Parapet Framing & Sheathing Level 1 Sheathing Level 2 Sheathing Level 3 Sheathing Level 4 Sheathing Level 5 Sheathing Level 6 Sheathing Roofing 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 12 of 16 Activity ID Activity Name Planned Workdays Start Finish Y3138 Court Yard Windows 10 15-Jun-23 28-Jun-23 Y3139 Windows 10 29-Jun-23 13-Jul-23 Y3108 Court Yard Exteriors 30 29-Jun-23 10-Aug-23 Y3106 West Exteriors 40 11-Aug-23 06-Oct-23 Y3107 North Exteriors 35 09-Oct-23 28-Nov-23 Area 3 FP-PME RoughArea 3 FP-PME Rough 148 27-Apr-23 27-Nov-23 Area 3-L1MEPArea 3-L1MEP 64 27-Apr-23 27-Jul-23 Y3133 Fire Protection 10 27-Apr-23 10-May-23 Y3134 Plumbing 10 02-May-23 15-May-23 Y3135 Electrical 10 19-May-23 02-Jun-23 Y3132 HVAC Duct 10 24-May-23 07-Jun-23 Y3131 HVAC Pipe/Line Sets 10 14-Jul-23 27-Jul-23 Area 3-L2 MEPArea 3-L2 MEP 86 11-May-23 12-Sep-23 Y3128 Fire Protection 10 11-May-23 24-May-23 Y3129 Plumbing 10 16-May-23 30-May-23 Y3130 Electrical 10 03-Aug-23 16-Aug-23 Y3127 HVAC Duct 10 24-Aug-23 07-Sep-23 Y3126 HVAC Pipe/Line Sets 10 29-Aug-23 12-Sep-23 Area 3-L3 MEPArea 3-L3 MEP 86 25-May-23 26-Sep-23 Y3123 Fire Protection 10 25-May-23 08-Jun-23 Y3124 Plumbing 10 31-May-23 13-Jun-23 Y3125 Electrical 10 17-Aug-23 30-Aug-23 Y3122 HVAC Duct 10 08-Sep-23 21-Sep-23 Y3121 HVAC Pipe/Line Sets 10 13-Sep-23 26-Sep-23 Area 3-L4 MEPArea 3-L4 MEP 86 09-Jun-23 10-Oct-23 Y3118 Fire Protection 10 09-Jun-23 22-Jun-23 Y3119 Plumbing 10 14-Jun-23 27-Jun-23 Y3120 Electrical 10 31-Aug-23 14-Sep-23 Y3117 HVAC Duct 10 22-Sep-23 05-Oct-23 Y3116 HVAC Pipe/Line Sets 10 27-Sep-23 10-Oct-23 Area 3-L5 MEPArea 3-L5 MEP 86 23-Jun-23 24-Oct-23 Y3113 Fire Protection 10 23-Jun-23 07-Jul-23 Y3114 Plumbing 10 28-Jun-23 12-Jul-23 Y3115 Electrical 10 15-Sep-23 28-Sep-23 Y3112 HVAC Duct 10 06-Oct-23 19-Oct-23 Y3111 HVAC Pipe/Line Sets 10 11-Oct-23 24-Oct-23 Area 3-L6 MEPArea 3-L6 MEP 86 10-Jul-23 07-Nov-23 Y3174 Fire Protection 10 10-Jul-23 21-Jul-23 Y3175 Plumbing 10 13-Jul-23 26-Jul-23 Y3176 Electrical 10 29-Sep-23 12-Oct-23 Y3173 HVAC Duct 10 20-Oct-23 02-Nov-23 Y3172 HVAC Pipe/Line Sets 10 25-Oct-23 07-Nov-23 Roof Lvl MEPRoof Lvl MEP 40 29-Sep-23 27-Nov-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Court Yard Windows Windows Court Yard Exteriors West Exteriors North Exteriors Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 13 of 16 Activity ID Activity Name Planned Workdays Start Finish Y3110 Mech, Elect Rough 10 29-Sep-23 12-Oct-23 Y3109 HVAC Units 30 13-Oct-23 27-Nov-23 Area 3 InteriorsArea 3 Interiors 176 28-Jul-23 08-Apr-24 Area 3-L1Area 3-L1 73 28-Jul-23 08-Nov-23 Y3185 Insulation 6 28-Jul-23 04-Aug-23 Y3184 Hang Drywall 10 02-Aug-23 15-Aug-23 Y3183 Finish Drywall 15 09-Aug-23 29-Aug-23 Y3182 Install Doors/Trim 8 30-Aug-23 11-Sep-23 Y3181 Paint 15 07-Sep-23 27-Sep-23 Y3180 Millwork 18 18-Sep-23 11-Oct-23 Y3179 Flooring 15 05-Oct-23 25-Oct-23 Y3178 MEP Trim 16 18-Oct-23 08-Nov-23 Area 3-L2Area 3-L2 66 13-Sep-23 15-Dec-23 Y3195 Insulation 6 13-Sep-23 20-Sep-23 Y3194 Hang Drywall 10 18-Sep-23 29-Sep-23 Y3193 Finish Drywall 15 25-Sep-23 13-Oct-23 Y3192 Install Doors/Trim 8 16-Oct-23 25-Oct-23 Y3191 Paint 15 23-Oct-23 10-Nov-23 Y3190 Millwork 18 30-Oct-23 22-Nov-23 Y3189 Flooring 15 09-Nov-23 01-Dec-23 Y3188 MEP Trim 16 22-Nov-23 15-Dec-23 Area 3-L3Area 3-L3 83 22-Sep-23 23-Jan-24 Y3203 Insulation 6 22-Sep-23 29-Sep-23 Y3202 Hang Drywall 10 02-Oct-23 13-Oct-23 Y3201 Finish Drywall 15 12-Oct-23 01-Nov-23 Y3248 Gypcrete (2d place, 3d cure)5 01-Nov-23 07-Nov-23 Y3200 Install Doors/Trim 8 08-Nov-23 17-Nov-23 Y3199 Paint 15 15-Nov-23 07-Dec-23 Y3198 Millwork 18 28-Nov-23 21-Dec-23 Y3197 Flooring 15 15-Dec-23 08-Jan-24 Y3196 MEP Trim 16 01-Jan-24 23-Jan-24 Area 3-L4Area 3-L4 93 11-Oct-23 23-Feb-24 Y3211 Insulation 6 11-Oct-23 18-Oct-23 Y3210 Hang Drywall 10 16-Oct-23 27-Oct-23 Y3209 Finish Drywall 15 31-Oct-23 20-Nov-23 Y3249 Gypcrete (2d place, 3d cure)5 20-Nov-23 28-Nov-23 Y3208 Install Doors/Trim 8 29-Nov-23 08-Dec-23 Y3207 Paint 15 08-Dec-23 01-Jan-24 Y3206 Millwork 18 22-Dec-23 19-Jan-24 Y3205 Flooring 15 22-Jan-24 09-Feb-24 Y3204 MEP Trim 16 02-Feb-24 23-Feb-24 Area 3-L5Area 3-L5 98 23-Oct-23 13-Mar-24 Y3219 Insulation 6 23-Oct-23 30-Oct-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Mech, Elect Rough HVAC Units Insulation Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 14 of 16 Activity ID Activity Name Planned Workdays Start Finish Y3218 Hang Drywall 10 30-Oct-23 10-Nov-23 Y3217 Finish Drywall 15 17-Nov-23 11-Dec-23 Y3250 Gypcrete (2d place, 3d cure)5 11-Dec-23 15-Dec-23 Y3216 Install Doors/Trim 8 18-Dec-23 29-Dec-23 Y3215 Paint 15 02-Jan-24 23-Jan-24 Y3214 Millwork 18 22-Jan-24 14-Feb-24 Y3213 Flooring 15 08-Feb-24 28-Feb-24 Y3212 MEP Trim 16 21-Feb-24 13-Mar-24 Area 3-L6Area 3-L6 107 03-Nov-23 08-Apr-24 Y3227 Insulation 6 03-Nov-23 10-Nov-23 Y3226 Hang Drywall 10 13-Nov-23 28-Nov-23 Y3225 Finish Drywall 15 08-Dec-23 01-Jan-24 Y3251 Gypcrete (2d place, 3d cure)5 01-Jan-24 05-Jan-24 Y3224 Install Doors/Trim 8 08-Jan-24 18-Jan-24 Y3223 Paint 15 24-Jan-24 13-Feb-24 Y3222 Millwork 18 15-Feb-24 11-Mar-24 Y3221 Flooring 15 05-Mar-24 25-Mar-24 Y3220 MEP Trim 16 18-Mar-24 08-Apr-24 Area 3 PunchArea 3 Punch 70 26-Feb-24 31-May-24 Area 3-L1Area 3-L1 20 26-Feb-24 22-Mar-24 Y3187 Samet Punch 10 26-Feb-24*08-Mar-24 Y3186 Owner A/E Punch 10 11-Mar-24 22-Mar-24 Area 3-L2Area 3-L2 20 11-Mar-24 05-Apr-24 Y3233 Samet Punch 10 11-Mar-24 22-Mar-24 Y3232 Owner A/E Punch 10 25-Mar-24 05-Apr-24 Y3231 Turnover 0 05-Apr-24 Area 3-L3Area 3-L3 20 25-Mar-24 19-Apr-24 Y3236 Samet Punch 10 25-Mar-24 05-Apr-24 Y3235 Owner A/E Punch 10 08-Apr-24 19-Apr-24 Y3234 Turnover 0 19-Apr-24 Area 3-L4Area 3-L4 20 08-Apr-24 03-May-24 Y3239 Samet Punch 10 08-Apr-24 19-Apr-24 Y3238 Owner A/E Punch 10 22-Apr-24 03-May-24 Y3237 Turnover 0 03-May-24 Area 3-L5Area 3-L5 20 22-Apr-24 17-May-24 Y3242 Samet Punch 10 22-Apr-24 03-May-24 Y3241 Owner A/E Punch 10 06-May-24 17-May-24 Y3240 Turnover 0 17-May-24 Area 3-L6Area 3-L6 20 06-May-24 31-May-24 Y3230 Samet Punch 10 06-May-24 17-May-24 Y3229 Owner A/E Punch 10 20-May-24 31-May-24 Y3228 Turnover 0 31-May-24 LEASING & AMENITIESLEASING & AMENITIES 191 16-Nov-22 22-Aug-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Insulation Hang Drywall Finish Drywall Gypcrete (2d place, 3d cure) Install Doors/Trim Paint Millwork Flooring MEP Trim Samet Punch Owner A/E Punch Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover Samet Punch Owner A/E Punch Turnover 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 15 of 16 Activity ID Activity Name Planned Workdays Start Finish Leasing FramingLeasing Framing 12 16-Nov-22 05-Dec-22 Leasing Lvl 1Leasing Lvl 1 12 16-Nov-22 05-Dec-22 LB102 Layout 2 16-Nov-22 17-Nov-22 LB103 Metal Framing 10 18-Nov-22 05-Dec-22 Leasing EnvelopeLeasing Envelope 58 03-Mar-23 24-May-23 LB105 Level 1 Sheathing 3 03-Mar-23 07-Mar-23 LB110 Windows 15 08-Mar-23 28-Mar-23 LB114 Exteriors 40 29-Mar-23 24-May-23 Leasing FP-PME RoughLeasing FP-PME Rough 36 24-Feb-23 17-Apr-23 Leasing Lvl 1 MEPLeasing Lvl 1 MEP 36 24-Feb-23 17-Apr-23 LB100 Fire Protection 10 24-Feb-23 09-Mar-23 LB107 Plumbing 10 01-Mar-23 14-Mar-23 LB112 Electrical 10 15-Mar-23 28-Mar-23 LB113 HVAC Duct 10 20-Mar-23 31-Mar-23 LB116 HVAC Pipe/Line Sets 10 03-Apr-23 17-Apr-23 Leasing InteriorsLeasing Interiors 69 18-Apr-23 25-Jul-23 Leasing 1-L1Leasing 1-L1 69 18-Apr-23 25-Jul-23 LB117 Insulation 5 18-Apr-23 24-Apr-23 LB119 Hang Drywall 6 25-Apr-23 02-May-23 LB121 Finish Drywall 8 03-May-23 12-May-23 LB123 Install Doors/Trim 10 15-May-23 26-May-23 LB126 Paint 10 30-May-23 12-Jun-23 LB128 Millwork 10 13-Jun-23 26-Jun-23 LB130 Flooring 10 27-Jun-23 11-Jul-23 LB132 MEP Trim 10 12-Jul-23 25-Jul-23 Leasing PunchLeasing Punch 20 26-Jul-23 22-Aug-23 LB135 Samet Punch 10 26-Jul-23 08-Aug-23 LB137 Owner A/E Punch 10 09-Aug-23 22-Aug-23 LB139 Turnover 0 22-Aug-23 POOL COURTYARDPOOL COURTYARD 70 11-Aug-23 17-Nov-23 PC100 Pool & Pool Courtyard 70 11-Aug-23 17-Nov-23 O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S O N D J F M A M J Jul A S Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 2021 2022 2023 2024 Layout Metal Framing Level 1 Sheathing Windows Exteriors Fire Protection Plumbing Electrical HVAC Duct HVAC Pipe/Line Sets Insulation Hang Drywall Finish Drywall Install Doors/Trim Paint Millwork Flooring MEP Trim Samet Punch Owner A/E Punch Turnover Pool & Pool Courtyard 20-620v0 Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review)Layout: WBS 11x17 | TASK filter: Act Stat Not Complete.Data Date: 07-Oct-20 | Run Date: 25-Feb-21 17:03 Actual Work Remaining Work Near-Critical Rem Work Critical Remaining Work Milestone Kettler-Akridge S Blvd Apts LoSo (DRAFT Schedule For Review) Page 16 of 16