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HomeMy WebLinkAbout22017-18-092_Motor Pool_Approved EMP_20210913NORTH 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: $20 million 2. Estimated jobs created: a. Construction Jobs: 50 b. Full Time Post -Redevelopment Jobs: 5 EMP Version 2, January 2021 Table of Contents NORTH CAROLINA BROWN FIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN ........................... 1 GENERAL INFORMATION........................................................................................................................ 4 COMMUNICATIONS................................................................................................................................ 4 NOTIFICATIONS TO THE BROWNFIELDS PROGRAM............................................................................... 5 REDEVELOPMENTPLANS........................................................................................................................ 5 CONTAMINATEDMEDIA......................................................................................................................... 7 PART1. Soil......................................................................................................................................... 7 PART 2. GROUNDWATER................................................................................................................. 16 PART 3. SURFACE WATER.................................................................................................................. 17 PART4. SEDIMENT............................................................................................................................ 18 PARTS. SOIL VAPOR......................................................................................................................... 18 PART 6. SUB -SLAB SOIL VAPOR........................................................................................................ 19 PART7. INDOOR AIR......................................................................................................................... 19 VAPOR INTRUSION MITIGATION SYSTEM............................................................................................. 20 CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials ..................... 20 POST -REDEVELOPMENT REPORTING..................................................................................................... 22 APPROVAL SIGNATURES....................................................................................................................... 23 2 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. 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: 9/7/2021 Revision Date (if applicable): Click or tap to enter a date. Brownfields Assigned Project Name: Motor Pool Site Redevelopment Brownfields Project Number: 22017-18-092 Brownfields Property Address: 415 S Blount St, Raleigh Brownfields Property Area (acres): 1.33 Is Brownfields Property Subject to RCRA Permit? ....................... ❑ Yes ® No If yes enter Permit No.: 11i,1, — +ten horn 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): Person St Apartments, LLC (owner) and Chaucer Investments, LLC (developer Contact Person: Owen Williams Phone Numbers: Office: 919.781.7107 Email: Owen.Williams@wrbco.com Contractor for PD: Williams Realty & Building Co., Inc. Contact Person: Brandon Watson Phone Numbers: Office: 919.781.7107 Email: Brandon.Watson@wrbco.com EMP Version 2, January 2021 Mobile: Click or tap here to enter text. Mobile: Click or tap here to enter text. Environmental Consultant: Aptus Mgmt, PLLC Contact Person: John Gallagher, PE Phone Numbers: Office: 1-1;rl, „r +ao here to enter text. Mobile: 919.522.7289 Email: jgallagher@aptusmgmt.com Brownfields Program Project Manager: Brad Atkinson Phone Numbers: Office: 919-707-8748 Mobile: 919-768-2460 Email: brad.atkinson@ncdenr.gov Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, Hazardous Waste, Solid Waste): Click or tap here to er-r +o.,+ 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 onsitetask: 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: Mixed use 2) Check the following activities that will be conducted prior to commencing earth -moving activities EMP Version 2, January 2021 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: Redevelopment will occur in two phases. The first phase is construction of a structured parking deck and apartments built on top of the deck. The second phase is construction of a hotel by South Blount Hotel, LLC starting in late 2022. 4) Do plans include demolition of structure(s)?: ❑ Yes ® No ❑ Unknown ❑ If yes, please check here to confirm that demolition will be conducted in accordance with applicable legal requirements, including without limitation those related to lead and asbestos abatement that are administered by the Health Hazards Control Unit within the Division of Public Health of the North Carolina Department of Health and Human Services. If available, please provide a copy of your demolition permit. 5) Are sediment and erosion control measures required by federal, state, or local regulations? ® Yes ❑ No ❑ Unknown ® If yes, please check here to confirm that demolition will be conducted in accordance with applicable legal requirements. If soil disturbance is necessary to install sediment and erosion control measures, they may not begin until this EMP is approved. 6) Which category of risk -based screening level is used or is anticipated to be specified in the Brownfields Agreement? Note: If children frequent the property, residential screening levels shall be cited in the Brownfields Agreement for comparison purposes. ® Residential ❑ Non -Residential or Industrial/Commercial 7) Schedule for Redevelopment (attach construction schedule): a) Construction start date: 9/30/2021 b) Anticipated duration (specify activities during each phase): See attached schedule c) Additional phases planned? ® Yes ❑ No If yes, specify the start date and/or activities if known: Start Date: Q3 2022 Planned Activity: Hotel construction 6 EMP Version 2, January 2021 Hotel development Start Date: Click or tap to enter a date. Planned Activity: UICK or Lap 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: Click or tap to enter a date. 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. PART 1. Soil 1) Known or suspected contaminants in soil (list general groups of contaminants): Lead and petroleum constituents 2) Depth of known or suspected contaminants (feet): 2-3 ft or greater 3) Area of soil disturbed by redevelopment (square feet): 60,000 scl ft (1.3 acres) 4) Depths of soil to be excavated (feet): Nominal excavation — slab on grade construction 7 EMP Version 2, January 2021 5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): 3000 for export 6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: 3000 7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: 3000 Part 1.A. MANAGING ONSITE SOIL If soil is anticipated to be excavated fromthe 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 preliminarydata available). 1) HAZARDOUS WASTE DETERMINAT 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 POLICYTHE 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 'lick 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 8 EMP Version 2, January 2021 TCLP standard) Click or tap here to enter text. ® If no, explain rationale: No data indicating characteristic hazardous wastes are present d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAYNOT 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. -- tap here to enter Additional comments: +-, r k r + n+-,- tPXt 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: k-11L.I. UI Ldp I ICI C LU U1ILCI LCXL. ❑ Manage soil under impervious cap ❑ or clean fill ❑ ❑ Describe cap or fill: -._1K,K UI Ldp I ICI C LU Cnter tei ❑ 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: 9 EMP Version 2, January 2021 There will be nominal grading and ground disturbance 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: Traditional construction erosion and dust management practices including wetting of soils to prevent dust creation. ❑ 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, contractors will observe soils for evidence of potential significantly impacted soil, such as 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 engineer to observe the suspect condition. If the project environmental engineer confirms that the material may be impacted, then the procedures below will be implemented. In addition, the environmental engineer will contact the DEQ Brownfields project manager within two business days to advise that person of the condition. ❑ No, explain rationale: Click or tap here to enter text. Soil Sample Collection ❑ Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.): Click or tap here to enter text. ® No, explain rationale: Collection of additional soil samples is not anticipated based on results of previous Site assessment activities. If significant soil impact is encountered during grading and/or installation or removal of utilities, excavation will proceed only as far as needed to allow grading and/or construction of the utility to continue and/or only as far as needed to allow alternate corrective measures described below. Suspect significantly impacted soil excavated during grading and/or utility line installation or removal will be underlain by and covered with minimum 10-mil plastic sheeting and stockpiled and covered in a secure area to allow construction to progress. At least one representative sample of the soil will be collected for analysis of total VOCs, 10 EMP Version 2, January 2021 SVOCs, and RCRA metals. If the results of analysis of the sample indicate that the soil could potentially exceed toxicity characteristic hazardous waste criteria, then the soil will also be analyzed by TCLP for those compounds that could exceed the toxicity characteristic hazardous waste criteria. Please note that total chromium concentrations detected at the Site will be considered trivalent chromium as no hexavalent chromium has been detected at the Site and there is no indication that historical operations included the use of hexavalent chromium containing materials. Impacted soil will be handled 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 Residential PSRGs, meet risk levels based on the February 2018 DEQ Risk Calculator, or are consistent with Site -specific background levels, then the soil will be deemed suitable for use as on -Site fill. For soil export, 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 exceed DEQ acceptable risk levels based on the February 2018 DEQ Risk Calculator (other than which are attributable to sampling or laboratory artifacts or which are consistent with background levels for metals), the TCLP concentrations are below hazardous waste criteria, then the soil may be used on -Site as fill below an impervious surface, or at least 2 ft of compacted clean soil. If the impacted soil with concentrations above acceptable risk levels is moved to an on -Site location, its location and depth will be documented, covered with a geotextile fabric so that its location can be identified if encountered in the future, and its location will be providedto DEQ. iii. Impacted soil may be transported to a permitted facility such as a landfill provided that the soil is accepted at the disposal facility. If soil is transported to a permitted facility, the permitted facility's documentation for disposal of soil from the Site will be included with the final report. In the unlikely event that the sample data indicates concentrations above TCLP hazardous waste criteria, then the soil must be pre-treated or transported off- site to a permitted disposal facility that can accept or treat hazardous waste. If soil samples are collected for analysis, please check the applicable chemical analytes: 11 EMP Version 2, January 2021 ® Volatile organic compounds (VOCs) by EPA Method 8260 ® Semi -volatile organic compounds (SVOCs) by EPA Method 8270 ® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Click or tap here to enter text ❑ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text. ❑ PCBs: Specify Analytical Method Number(s): _.;ck or tap here to enter tc ❑ Other Constituents & Respective Analytical Method(s) (i.e., Hexavalent Chromium, Herbicides, etc.): Specify Analytical Method Number(s): Cr6+ if needed ® 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: lick or tap here to t ® 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 thatapply): ® Volatile organic compounds (VOCs) by EPA Method 8260 ® Semi -volatile organic compounds (SVOCs) by EPA Method 8270 ® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Click or tap here to enter text ❑ 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.): Please provide a scope of work for final grade sampling, including a diagram of soil sampling locations, number of samples to be collected, and brief sampling methodology. 12 EMP Version 2, January 2021 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 (i.e., after grading and utility construction), an environmental professional will be contracted to assess the Site for areas that are not covered with a minimum of 2 ft of clean fill soil or topsoil from a landscaping company, building foundations, sidewalks, or asphalt or concrete parking areas, driveways or other impervious surfaces. The clean fill soil or topsoil will be from a landscaping company and not arranged for sale from an unknown borrow location. If such areas exist, a Work Plan will be prepared for final grade sampling for DEQ review and approval. If no such areas exist, documentation will be provided to DEQ. ❑ If final grade sampling was NOT selected, please explain rationale: Click or tap here to enter text Part 1.6. 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? According to the grading plan and cut -fill analysis, no fill is expected to be imported other than for use as structural backfill or small quantities for final grading. Estimated volumes are —1,500 cubic yards of structurally suitable import material. 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.) 0-5 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: The borrow source for fill material is unknown at this time. But it is likely we would source from a DEQ-approved quarry (e.g., Wake Stone). Upon final determination of the borrow source, DEQ will be notified. 13 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 atthe Brownfields property. We plan to import only DEQ approved fill, as may be needed, and do not anticipate further fill analyses. 6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply): ❑ Volatile organic compounds (VOCs) by EPA Method 8260 ❑ Semi -volatile organic compounds (SVOCs) by EPA Method 8270 ❑ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Click or iap nere io enter tex, ❑ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text. ❑ PCBs: Specify Analytical Method Number(s): ❑ Other Constituents & Respective Analytical Method(s) (i.e., Hexavalent Chromium, Herbicides, etc.): Fick o. cap here to enter tt., 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. NA — our plans are currently to import fill only from a DEQ-approved source. If fill is obtained from a non-DEQ-approved location, a sampling plan will be developed and submitted for DEQ review prior to fill import. 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. We anticipate up to 3000 cubic yds of soil may be excess and exported for offsite disposal. 14 EMP Version 2, January 2021 2) To what type of facility will the export Brownfields soil be sent? ® Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by landfill) ® Permitted but Unlined Landfill (i.e., LCID, C&D, etc.) Analytical program to be determined by the accepting Landfill; ® Landfarm or other treatment facility ® Use as fill at another suitable Brownfields Property — determination that a site is suitable will require, at a minimum, that similar concentrations of the same or similar contaminants already exist at both sites, use of impacted soil will not increase the potential for risk to human health and the environment at the receiving Brownfields property, and thata 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). Soil sampling and analysis may be conducted on an as -need basis for the following: • There may be the need to collect and analyze additional samples as required to obtain offsite disposal approvals. The particular sampling and analyses will be dictated by the particular disposal site's requirements. • While unlikely, additional testing may be conducted at the direction of a CIH or other contractor safety professional to provide information for hazard assessments and site safety procedures. • We know that some portion of the fill excavated for foundations may be impacted. At the direction of the environmental professional or DEQ, additional testing may be conducted if unforeseen conditions are encountered or are needed to help with fill management decision making. Sampling would follow IHSB guidelines and could include insitu, grab, discrete and composites sampling, depending on the situation. Samples may be analyzed for VOC, SVOCs, RCRA metals and hexavalent chromium. Additional testing, as may be needed, would be summarized in a separate plan and provided to DEQ for approval Part I.D. MANAGEMENT OF UTILITY TRENCHES ❑ Install liner between native impacted soils and base of utility trench before filling with clean fill (Preferred) 15 EMP Version 2, January 2021 ® Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not 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 tex ® If no, include rationale here: The contractor will observe soil for potential impacts during utility installation. Evidence of potential impacted soil includes staining, strong odors, waste materials or other concerns (e.g., chemicals, tanks, drums, etc.). Should the above be noted, the contractor will contact the environmental engineer. If the environmental engineer confirms that the material may be impacted, then sampling may be conducted. In addition, the environmental engineer will contact the DEQ Brownfields project manager within two business days to advise on the condition. ❑ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings Other comments regarding managing impacted soil in utility trenches: Click or tap here to enter text. PART 2. GROUNDWATER 1) What is the depth to groundwater at the Brownfields Property? 25-27 ft bgs 2) Is groundwater known to be contaminated by ®onsite ❑offsite ❑both or ❑unknown sources? Describe source(s): Former UST releases 3) What is the direction of groundwater flow at the Brownfields Property? To the southeast 4) Will groundwater likely be encountered during planned redevelopment activities? ❑Yes ®No If yes, describe these activities: Click or tap here to enter text. 16 EMP Version 2, January 2021 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., dewateringof groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or sampling procedures). Contaminated groundwater if encountered, while unlikely, would be collected and transported for offsite disposal at a permitted facility. 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: slick or tap here to enter text. Please note, disturbance of existing site monitoring wells without approval by DEQ is not permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD be responsible for replacement of the well. PART 3. SURFACE WATER 1) Is surface water present at the property? ❑ Yes ® No ❑ 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): r,l:-I, -, +.,_ k --- �_ ,.rater tex- 17 EMP Version 2, January 2021 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): �nuK or tap nere to enter text. 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 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? Click or tap here to enter text. 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: Contractors engaged in ground disturbing activities, including the excavations, foundation construction and grading, will comply with the applicable provisions of Occupational Health and Safety Administration (OSHA) regulations, as well as all other applicable federal, State of North Carolina and local safety regulations. To comply with OSHA requirements for protection of their work force, contractors and their safety managers will review site conditions, conduct a workplace exposure assessment and plan for OSHA compliance and worker protection and training. Control measures, among others, can 18 EMP Version 2, January 2021 include limiting disturbed area (such as during trenching/backfilling), temporarily covering exposed saturated soils if areas not ready for final backfill, the use of personal protective equipment, mitigation measures such as venting, and limiting worker entry into trenches and other subsurface work areas as much as is feasible. 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 0 Unknown Groundwater:.....® Yes ❑ No ❑ Unknown IHSB Industrial/Commercial Screening Levels: Soil Vapor: ........... ❑ Yes ❑ No 0 Unknown 2) Groundwater:.....0 Yes ❑ No ❑ Unknown 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: Based on groundwater contaminant levels, there may be elevated soil gas levels and the potential for VI risk. 4) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment activities? ❑ Yes 0 No ❑ Unknown 0 If no, include rationale here: There are no existing slabs 5) In the event that contaminated soil vapor is encountered during redevelopment activities, list activities for management of such contact If exposure to vapors may occur during construction, safety and mitigation measures will be implemented. For new improvements and construction, a protective VIMS may be installed at the site. Design of the VIMS will be provided separately. PART 7. INDOOR AIR 1) Are indoor air data available for the Brownfields Property? ❑ Yes 0 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 0 No ❑ Unknown 19 EMP Version 2, January 2021 ❑ If no, include rationale here: UILK ur Lap here w enter text 4) In the event that contaminated indoor air is encountered during redevelopment activities, list activities for management of such contact: Click or tap here to enter text. 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: We are evaluating the need for a VIMS. Groundwater is contaminated above groundwater to soil vapor guidelines. But, on the other hand, groundwater is 25 bgs and, as a result, unacceptable VI risks may not be present. If yes, ❑ VIMS Plan Attached or ❑ VIMS Plan to be submitted separately If submitted separately provide date: ck or tap nere to e,iter tex, 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: We are evaluating the need for a VIMS. Groundwater is contaminated above groundwater to soil vapor guidelines. But, on the other hand, groundwater is 25 bgs and, as a result, unacceptable VI risks may not be present. 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, orother 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. 20 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) Click or tap here to enter text. ❑ Pesticides: Specify Analytical Method Number(s): dick or iap nere to enter text. ❑ PCBs: Specify Analytical Method Number(s): __ }ap here `- '_.. ® 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 Please provide details on the proposed methods of managing the following commonly encountered issues during redevelopment of Brownfields Properties. Click or tap here to enter te,. Underground Storage Tanks: If a UST is encountered, the environmental professional will be consulted to determine the appropriate course of action. In addition, the Brownfield Program Project Manager will be informed. The UST will be removed, disposed and the area in the vicinity of the UST assessed for evidence of a release. The sampling protocol will follow DEQ UST Section guidance; however, we anticipate the analysis of soil samples would be for VOCs, SVOCs, RCRA metals and Cr (VI) to allow for risk -based decision making. Sub -Grade Feature/Pit: If a sub -grade feature/pit is encountered, the environmental professional will be consulted to determine the appropriate course of action. In addition, the Brownfield Program Project Manager will be informed of the discovery. The feature/pit will be assessed to determine if environmental assessment or cleanup is warranted. Buried Waste Material: In the event buried waste is encountered, the environmental professional will be consulted to determine the appropriate course of action. In addition, the Brownfield Program Project Manager will be informed of the discovery. The nature of the waste will be evaluated to determine if environmental assessment or cleanup is warranted. 21 EMP Version 2, January 2021 Re -Use of Impacted Soils On -Site: Impacted soil may be reused onsite as backfill in accordance with the section above regarding impacted onsite soils management. 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 I.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: 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 Click or tap to enter a date. 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). 0 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. 22 EMP Version 2, January 2021 APPROVAL SIGNATURES Brownfields Project Number: 22017-18-092 Brownfields Project Name: Motor Pool Redevelopment Prospective Developer: Chaucer Investments, LLC —Owen Williams Date 9/7/2021 Printed Name/Title/Company:Click or to here to enter text. F� SRo`'"9' p �o "9 Q SEAL ; 024199 9-7-21 w• GASP.•` Consultant: Aptus Mgmt, PLLC -John Gallagher, PE Date Click or tap to enter a date. Printed Name/Title/Company: Click or tap here to enter text. 9.13.21 Brownfields Project Manager: Brad Atkinson Date Click or tap to enter a date. 23 EMP Version 2, January 2021 Figure 1 NCBP Diagram for Temporary Containment of Impacted or Potentially Impacted Soil Cross -Section View Top Plastic Cover Sheeting: Underliner: 1 layer, minimum of 10 (1 Layer, minimum: 10 mil thick) mil thick plastic Berm (Straw bales, Weight composted earth, etc.) (If plastic cover used) Land Contaminated Soils Surface Map View Straw Bale Berm Weight O ■ Contaminated Soils ■ i ■ o Plastic Sheeting Note: Adapted from NC DEQ UST Section "Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013 24 EMP Version 2, January 2021 From: Brandon Watson To: John Gallagher Cc: Alex Dillon Subject: Fwd: Person Street Cut/Fill Analysis Date: Thursday, August 12, 2021 12:38:35 PM John, Please see below. Get Outlook for iOS From: Caudle, Rob <rcaudle@withersravenel.com> Sent: Wednesday, August 11, 2021 3:45 PM To: Brandon Watson Subject: RE: Person Street Cut/Fill Analysis Sorry about that Brandon, I should've sent it yesterday, see below. I ran a rough calc on 6" stripping and 8" stripping both options are in export. I talked to Loftee, he said we should actually be able to use a lot of that existing gravel out there for backfill under the slab but he wasn't sure if we could use the existing asphalt for backfill. He suggested we get the geotech's recommendation on how much we need to strip. Cut -1667 Cut -1667 Fill 536 Fill 536 Net -1131 Net -1131 6" Stripped -730 8" Stripped -965 Net -1861 Net -2096 Thanks, Rob From: Brandon Watson <Brandon.Watson@wrbco.com> Sent: Wednesday, August 11, 2021 2:47 PM To: Caudle, Rob <rcaudle@withersravenel.com> Subject: Person Street Cut/Fill Analysis M. Would you be able to shoot over the cut/fill analysis for Person Street? Thanks, Brandon Get Outlook for iOS GENERALNOTES Im THE ARCHRECTURAL DRAWINGS SHOULD BE lASEO W CCNkAJCTKNJ WITH THE CML, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SFECIFICATIOJS BE BROUGHT TO THE A30 �� 2T-A' 2T-< 2T-A" 2 2 A302 2T f P tl' 3b 0' DISCREPENOES SHOULD ATTENTION OF THE ARCHRECT 2 THE CONTRACTOR ENOUID SE ADVIRED THAT THE AVAILABLE SPACE FOR ROUTING ALL ELEOTRICAL MECHANICAL, FLUMBING, FIRE PROTECTION AND DUCTVrCJRK AlMBE LIMITED IN MANY LOCATIONS THE pONTRACTOR SHALL COORDINATE ALL O THE TRADER WOROJECTS KE ADJUSTMENTS OTHE W1 THE ATING RFMSACT'SAPPROVAL TO THE KRESUIT THESE TE FASREWIRED. ANTAEVARK REPERF PERFORM THE FA0.URE TO COORDINATEWLL BE PERFORMEDBY THE DONRACTOR AT MO ADOTIO6UL WST TO THE D E S I G N GM ER 3 ALL PENETRATgNS OF FIRE RATED ASSEMBLIEbSHALL 125 N. Hamvgtov 5[ ST-S' 6T-SYf' 20-tl' f-0' B', <" ,3-S' _ _ _ _ _ _ _ _ _ _ _ _ _ BE FIRE ELOCNED PNp SEALED PER 11L REPROVED RA7eigh, NC 27603 ALL COJCEAIED FIRE RATED ASSEM-E5 SHALL BE pyO pw,TH ♦313 MOevALK eEE avlL rW EATFNTs SIONAGE INDICATING THE TYPE OF A ASS MAU_ R T THE FIRE RATING IN HOURS IN LETTERS p T IHIOHRE R SEE NCSBC SECTION TER NO SMALLER D THE 5 CONTRACTOR IS TO REPLACE ALL AREAS OF NEW FIRE PROOFIND DAMAGED DIMING THE INSTAl1ATIOJ a IMORK. REPAIR FIRE FROOFING MIDST BE EWAL TO REWIRED RESISTMICE RATINGS THE 9,9/836-12810 FAX a�Pak.�wEwc com i g 3tb.6' 51..,p� g DOORS SMALL PE MWNTED MIN.PFROM INTERIOR FACE OF WALL TO THE EDGE OF THE DOOR UMESSOTHERWI3E NOTED. T BLOCKRING AANDREENFORGNJGASSPONEIBLE REWIREOFORTHE INSTALLATION OF TOLET PARTR ,, TOUET ACCE6SOR ES. HANORAtlS, A C MttLWORK INDCATEO \ / % 311'.0' b IN THE DRAWINGS g IIADE SIAUC FOR PO6RIV TO BE1AG—DAWAV FROM - -- ^POp!n = wb OATS (ErrtRv IE%i)Ai PEgeoP ST 9 WOODINCONTACT WMASONRI. CONCRETE OR USED r \ ?ry UP ON ROOF IS TO BE PRESSURE PRESERVATNE 10 TREATED SEALANT BETWEEN ALL DISSIMILAR MATERIALS. UNO _ I _ / - - 1 Jt0'-6' I ' FRONDE SEAVNT BETNEEN Wl'DOW B DJOR FRAMES 1 ANDADIACENTWALLSBOTHSIDES. 12 i Y - _ ERACEOTOTSTR TUFEPBOVE,i OC FACET08E BRACER TO AVOID UTILRIES. WCTS, ETC 13 WALL PART —LEGEND. SEE G, 30 A STUD.DI.E.ONS ARE FACE" FACESTLOIF.O S.)TO FACED STUD. FACE OF COLUMN&FACE OF MASONRY/METAL S 1 _ b FANELB U N O. 1' AILL REMAIN AS IS i¢I° ,.' SEE NTERIOR PlAN56ElEVATKKJSOFOR DETAILS& sE DE NALL FROVICU ATIEMSE ''.. L , - �\ I LESS NOTED WI,BQRESTR __SE NOTED 10 GwSI-ANT ROOM LOCATIONS TO BE MOISTIME RE 18 SCHLUTER IITER TRANSITION TO BE USED AT ALL 1 ... . 0.. I FLOOR TRANSRONS 2p. THE GENERAL CONTRACTOR TO PROVIDE KNO. W. AS REOJREDBYLOCALFIREMAR3HAL ..TOR-- ALLATgN - N O E SE 21 THE GENERAL OJNTRACTOR TO PRW DE FIRE $SHERS AS REQURED BY LDCAL CODE AND EI Fj LOCALE REMARSHAL GC T0REV ESTABLISHED ' L —110 WIMEA�CTPRIORTOBUILDING S �/ - f ��ING FOR III WALL MWNTED ELEVISIONSLi Q n'.A" 2r-A"CL 2b 0 d E i N C � G I I I 2 A3tt I `^ IL b F E b RESIDENT RESIDENT A1�10 f Z E 16 (D N t2 - y b Ile L Z b b _ m J N m O U) OZ 3o D cc, �IS p g FLOOR PLAN LEGEND v z / OWICE J A8 14 Y A3.01 E O --TYRE -SEE A6.10 \ ;, c b 40DDOOR NUMBERRYPEYPSEE AB.Ot /�,� 1H WALL TYPE SEE G130 8 / SO, 6 b 27'.4" b <T A - __t1� FEB FIRE EORNGUGHER ON BRACKET, 42'A11 TO HANOE FEC FIRE EMINGUISHER CABINET, 42' A F FTOHANDIf NOT FOR b �JIxISE%RM1 — —//_ ` '' ® FLOOR CRAW. BEE MEP IXRAWMGS CONSTRUCTION LJ ACCE551&E VAN OFFEEAND DININ M B i im C p j �I2 SI�IE t O KEYED NOTES Al �' p so fY� Al .0— SPACES (3 COMPACT) PI LEVEL�lbPMKWG TOTALPARKSIO HOTE RESIDEN ,YSPACES W I Jog-p' t i \`(/ X V b T 100 y I AT p,. VV�� —JECT 017216 _- __ _ S-S YA- B'-0' 3'-C 12-tl' 2- _ ee� DATE 0315.2011 C REVISIONS it812' 9'-IYA" 1b-0" 1W'3tlA" -_—__—___ 3 1'. tl' 2T-P 27'. f' 2- 21T.0" 30.0" t50' At 02 A3.02 ' o PC* i DRAWN BY. Lc✓Dw I s C C BY. BJ PARKINGPiR PLAN- FIRST FLOOR PLAN - PARKING P1 �® A1.01 Person Street Development Schedule 081821 ID 0 ITask Mode ITask Name IDuration IStart IFinish 1 WS ?Ok ?Ok ?Ok ?01 PRECONSTRUCTION 3rd SPR Review - Express (COR) Site Plan Approval Prepare Final SPR Mylars (WR) Prepare 1st Record Plat Submittal (WR) 1st Record Plat Submittal (COR) Prepare 2nd Record Plat Submittal (WR) 2nd Record Plat Submittal (COR) Prepare Final Record Plat Submittal (WR) Final Record Plat (WR) Price GMP Set (WRBCO) 1st Bldg. Permit Review (COR) Prepare 2nd Bldg. Permit Set (CDA) 2nd Bldg. Permit Review (COR) Bldg. Permits Issued (COR) Close Construction Loan for Apts. Close on Hotel Parcel CONSTRUCTION Mobilization & Sitework Aggregate Piers Undergrounds CIP Footings & Vertical Framing MEP Rough-In's Finishes Turnover 60 days 5 days 1 day 5 days 9 days 14 days 5 days 7 days 5 days 5 days 11 days 15 days 15 days 10 days 1 day 3 days 3 days 390 days 30 days 15 days 30 days 115 days 120 days 120 days 120 days 20 days Wed 8/25/21 Wed 8/25/21 Wed 9/1/21 Thu 9/2/21 Thu 9/2/21 Wed 9/15/21 Tue 10/5/21 Tue 10/12/21 Thu 10/21/21 Thu 10/28/21 Wed 9/1/21 Thu 9/16/21 Thu 10/7/21 Thu 10/28/21 Thu 11/11/21 Fri 11/12/21 Fri 11/12/21 Thu 9/30/21 Thu 9/30/21 Thu 11/11/21 Thu 12/2/21 Thu 1/13/22 Thu 6/23/22 Thu 8/4/22 Thu 9/15/22 Thu 3/2/23 Tue 11/16/21 Tue 8/31/21 Wed 9/1/21 Wed 9/8/21 Tue 9/14/21 Mon 10/4/21 Mon 10/11/21 Wed 10/20/21 Wed 10/27/21 Wed 11/3/21 Wed 9/15/21 Wed 10/6/21 Wed 10/27/21 Wed 11/10/21 Thu 11/11/21 Tue 11/16/21 Tue 11/16/21 Wed 3/29/23 Wed 11/10/21 Wed 12/1/21 Wed 1/12/22 Wed 6/22/22 Wed 12/7/22 Wed 1/18/23 Wed 3/1/23 Wed 3/29/23 2 3 4 5 6 7 8 9 10 00 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Page 1