24002_Sherwin Williams EMP 20210205

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EMP Version 2, June 2018
NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN

This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Program at the direction of a Brownfields project manager.

The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the demolition and construction at Brownfields properties in an
effort to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory-compliant
decision-making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.

Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development-related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the resultant EMP to be valid for use, it
must be completed, reviewed by the program, signed by all parties working on the project,
and approved by the Brownfields project manager. Failure to comply with the requirements of
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be
cause for a reopener

So that the EMP provides value in protecting brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing these steps is premature.

☒ Site sampling and assessment that meets Brownfields’ objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.
☒ Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.

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Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:

☒ A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.

☐ A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.

☒ Site grading plans that include a cut and fill analysis.

☐ A figure showing the proposed location and depth of impacted soil that would remain
on site after construction grading.

☐ Any necessary permits for redevelopment (i.e. demolition, etc.).

☐ A detailed construction schedule that includes timing and phases of construction.

☒ Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.

☒ Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.

☐ A full final grade sampling and analysis plan, if the redevelopment plan is final.

☐ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
brownfields approval.

☐ Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation to the Brownfields Property.

☐ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Program Guidelines.

☐ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.

☐ If a Vapor Mitigation System is required by the Brownfields Program, the Vapor
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.

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GENERAL INFORMATION

Date: 1/20/2021 Revision Date (if applicable): 2/5/2021

Brownfields Assigned Project Name: Former Sherwin Williams

Brownfields Project Number: 24002-20-060

Brownfields Property Address: 1314, 1318, 1322, 1324, 1326, 1330, 1332, 1334, 1336, 1400, 1404 &
1426 Central Avenue; 1101, 1111,1113, 1117 & 1237 Pecan Avenue, Charlotte, Mecklenburg County

Brownfields Property Area (acres): Approximately 12 Acres
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): TGACSE Central Square, LLC
Contact Person: Barry James
Phone Numbers: Office: 704-562-5200 Mobile: Click or tap here to enter text.
Email: [e-mail]

Contractor for PD: To Be Determined
Contact Person: Click or tap here to enter text.
Phone Numbers: Office: Click or tap here to enter text. Mobile: Click or tap here to enter text.
Email: Click or tap here to enter text.

Environmental Consultant: ECS Southeast, LLP
Contact Person: Chris Orrell, PG
Phone Numbers: Office: 704-525-5152 Mobile: [phone]
Email: [e-mail]

Brownfields Program Project Manager: William Schmithorst
Phone Numbers: Office: 919-707-8159 Mobile: [phone]
Email: [e-mail]

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Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Brownfields Property Management Unit – [e-mail]

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:
Entertainment, hotel, open space, and parking

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:

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See attached development plans and figures. General redevelopment activities include a road,
and commercial and residential buildings.

4) Do plans include demolition of structure(s)?:
☒ Yes ☐ No ☐ Unknown
☒ If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.

5) Are sediment and erosion control measures required by federal, state, or local regulations?
☒ Yes ☐ No ☐ Unknown
☒ If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.

6) Which category of risk-based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
☒ Residential ☐ Non-Residential or Industrial/Commercial

7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 4/1/2021

b) Anticipated duration (specify activities during each phase):
Phase I – 36 months – demolition, grading, and construction

c) Additional phases planned? ☐ Yes ☐ No
If yes, specify the start date and/or activities if known:
Start Date: 4/3/2023
Planned Activity:
Demolition, grading, and construction

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: 4/1/2024

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CONTAMINATED MEDIA

1) Contaminated Media on the Brownfields Property
Part 1. Soil:……………………………………….……………. ☒ Yes ☐ No ☐ Suspected
Part 2. Groundwater:.……………………….……..……. ☒ Yes ☐ No ☐ Suspected
Part 3. Surface Water:.……………...……..…………… ☐ Yes ☒ No ☐ Suspected
Part 4. Sediment:.……………...……..…………………… ☐ Yes ☒ No ☐ Suspected
Part 5. Soil Vapor:…..…………...……..…………………. ☐ Yes ☒ No ☐ Suspected
Part 6. Sub-Slab Soil Vapor:……...……..…………….. ☐ Yes ☐ No ☐ Suspected
Part 7. Indoor Air:...……..…………………………………. ☐ Yes ☐ No ☐ Suspected

2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.

PART 1. Soil – Please fill out the information below, using detailed site plans, if available, or estimate
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure
overlaying new construction onto figure showing contaminated soil and groundwater locations.

1) Known or suspected contaminants in soil (list general groups of contaminants):
Petroleum and select metals
2) Depth of known or suspected contaminants (feet):
Varies – see attached tables
3) Area of soil disturbed by redevelopment (square feet):
450,000

4) Depths of soil to be excavated (feet):
0-30ft

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
41,000

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Unknown

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
To be determined

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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.

☒ If no, explain rationale:
Laboratory results of soil samples collected to date do not warrant a hazardous
waste classification

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.

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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:
2 feet of clean soil, gravel, stone etc. or covered with concrete, asphalt, etc.
☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re-recorded if
actions are Post-Recordation).
☐ GPS the location and provide site map with final location.
☐ Other. Please provide a description of the measure:

4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
☒ Yes, describe the method will include:
The anticipated construction area will be wet down using municipal water if dry
soil/construction activities result in visible dust within the area of redevelopment. The
grading contractor will consider conditions such as wind speed, wind direction, and
Click or tap here to enter text.

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moisture content of soil during grading activities to minimize dust generation.

☐ 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:
Soil will be monitored by the onsite contractors for evidence of impact (i.e. visual,
olfactory, etc.). If potentially impacted soil is uncovered or identified, the soil will be
screened by an environmental professional. If warranted, soil samples will be collected and
submitted for laboratory analysis (listed below). NCDEQ Brownfields will be notified within
48-hours if potentially impacted soil is identified.

☐ 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.):
Should potential impacted soils be encountered during redevelopment activities, one
grab sample for VOCs and one composite sample for SVOCs, Metals, and Hexavalent
Chromium will be collected for laboratory analysis for each approximately 1,000 cubic
yards of soil. Potentially impacted soil will be identified by PID readings, olfactory
detections, staining, etc. NCDEQ Brownfields may require additional soil samples if
unexpected conditions are discovered that could be a health or environmental risk.

☐ No, explain rationale:
Click or tap here to enter text.

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): 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.): Specify Analytical Method Number(s):

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Hexavalent Chromium via 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): 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.): Hexavalent Chromium via EPA Method 7199

Please provide a scope of work for final grade sampling, including a diagram of soil sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, a work plan for
final grade sampling may be submitted under separate cover.
Provided under separate cover

☐ 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
Click or tap here to enter text.

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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?
N/A

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.)
N/A

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:
If import soil is required, it will be sourced from a pre-approved quarry in the area such as Martin
Marrietta off Beatties Ford Road, or Vulcan Pineville. If import material is requested from another
source that has not been approved, then one soil sample will be collected per 1,000 cubic yards of
proposed import and submitted for laboratory analysis of VOCs, SVOCs, RCRA Metals, and
Hexavalent Chromium. Fill from other locations that are not pre-approved will require approval
from NCDEQ Brownfields prior to importing the soil to the site.

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.
If necessary, one soil sample will be collected per 1,000 cubic yards of proposed import and
submitted for laboratory analysis of VOCs, SVOCs, RCRA Metals, and Hexavalent Chromium.

6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Click or tap here to enter text.
☐ 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

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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.
Soil, washed stone

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.
Estimated 41,000 cubic yards of soil will be exported from the site.

2) To what type of facility will the export Brownfields soil be sent?
☒ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by landfill)
☒ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
☒ Landfarm or other treatment facility
☒ Use as fill at another suitable Brownfields Property – determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and that a record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
☐ Use as Beneficial Fill off-site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.

3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
If possible, soil will be exported to another Brownfields site pending Brownfields approval.

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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:
Click or tap here to enter text.

☒ If no, include rationale here:
It is not anticipated that impacted soil will be encountered during the utility installations. If
impacted soil is encountered, it will be handled as detailed above and covered with a cap as
necessary. If previously unknown areas of impacted soil are identified, the Brownfields Program
will be notified within 48-hours of discovery. Additional sampling may be required, based on
nature of the unanticipated impacted soil.

Other comments regarding managing impacted soil in utility trenches:
Click or tap here to enter text.

PART 2. GROUNDWATER – Please fill out the information below.
1) What is the depth to groundwater at the Brownfields Property?
Varies – see attached tables
2) Is groundwater known to be contaminated by ☐onsite ☐offsite ☐both or ☒unknown
sources? Describe source(s):
The source of the chromium, bromochloromethane, chloroform, and dibromochloromethane
that were detected is site groundwater at concentrations greater than the NCAC 2L Groundwater
Standards, is unknown

3) What is the direction of groundwater flow at the Brownfields Property?
Based on groundwater elevations at the site, groundwater flow is to the northwest and
southwest.

4) Will groundwater likely be encountered during planned redevelopment activities?
☒Yes ☐No

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If yes, describe these activities:
Groundwater may be encountered in the lower lying site areas during construction activities.
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).
Depending upon the final construction plans (excavation elevations as compared to
groundwater elevations), management of groundwater may be required. If suspected
contaminated groundwater is encountered at the site during redevelopment, the groundwater
will either be sampled in place, placed in a temporary container for potential offsite disposal at
a permitted facility, or discharged to the local sanitary or storm sewer (dependent upon
analytical results) in accordance with applicable regulations, or allowed to infiltrate back into
the soil. The NCDEQ Brownfields Program will be notified within 48 hours of discovery of
suspected contaminated groundwater.

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
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.

PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ☐ Yes ☒ No
N/A

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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 is encountered, the water will be allowed to infiltrate into the soil and/or treated
in the same manner as groundwater detailed above

PART 4. SEDIMENT – Please fill out the information below.

1) Are sediment sources present on the property? ☐ Yes ☒ No

2) If yes, is sediment at the property known to be contaminated: ☐ Yes ☒ No

3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ☐ Yes ☒ No

4) Attach a map showing location of known contaminated sediment at the property.

5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
N/A

PART 5. SOIL VAPOR – Please fill out the information below.
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the following vapor intrusion screening levels (current version) in the following media:
IHSB Residential Screening Levels:
Soil Vapor:………..☐ Yes ☒ No ☐ Unknown
Groundwater:.….☐ Yes ☒ No ☐ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor:………..☐ Yes ☒ No ☐ Unknown
Groundwater:…..☐ Yes ☒ No ☐ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
3) If applicable, at what depth(s) is soil vapor known to be contaminated?

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EMP Version 2, June 2018

4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
☐ Yes ☒ No ☐ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,) list activities for management
of such contact:
Although not anticipated based on soil vapor sampling results, should contaminated soil vapor
be encountered, the area will be evacuated and allowed to ventilate until it is confirmed that
workers can safely return. DEQ Brownfields will be notified if contaminated soil vapor is
encountered within 48 hours of discovery.

PART 6. SUB-SLAB SOIL VAPOR – Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1) Are sub-slab soil vapor data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown
2) If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
3) At what depth(s) is sub-slab soil vapor known to be contaminated? ☐0-6 inches ☐Other, please
describe:
N/A

4) Will workers encounter contaminated sub-slab soil vapor during planned redevelopment
activities? ☐ Yes ☒ No ☐ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
Although not anticipated based on site data, should contaminated sub-slab soil vapor be
encountered, the area will be evacuated and allowed to ventilate until it is confirmed that
workers can safely return. DEQ Brownfields will be notified if contaminated sub-slab soil vapor is
encountered within 48 hours of discovery.

PART 7. INDOOR AIR – Please fill out the information below.

1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) If the structures where indoor air has been documented to exceed risk-based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ☐ Yes ☒ No ☐ Unknown
N/A

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EMP Version 2, June 2018
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:

VAPOR INTRUSION MITIGATION SYSTEM – Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
☐ Yes ☒ No ☐ Unknown
If yes, ☐ VIMS Plan Attached or ☐ VIMS Plan to be submitted separately
If submitted separately provide date:
Click or tap here to enter text. 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:
Based on site sampling, including soil, groundwater and soil vapor sampling, a vapor intrusion
condition does not exist at the site.

CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials

In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered.
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
EMP.

Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site-specific factors. Samples will generally be
collected to document the location of the potential impacts.

Check the following chemical analysis that are to be conducted on newly identified releases:
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
Although not anticipated based on site data, should contaminated indoor air be encountered, the
area will be evacuated and allowed to ventilate until it is confirmed that workers can safely return.
DEQ Brownfields will be notified if contaminated indoor air is encountered within 48 hours of
discovery.

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EMP Version 2, June 2018
☒ 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):
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. Additional analytical methods may be
required based on the suspected source of the newly identified release.

Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
During construction, contractors may encounter previously unknown subsurface conditions (e.g.,
USTs, pits, buried waste materials, drums, or other subgrade features) that will require proper
management. Prior to beginning site work, ECS will attend a pre-construction kick-off meeting with
the PD and redevelopment contractors to discuss the DEQ approved EMP and various scenarios
when it would be appropriate and necessary to notify ECS of the discovery of unknown subsurface
features or potentially impacted media at the site.

In the event of the discovery of unknown subsurface features or impacted media during
redevelopment activities, the actions listed below will be used to assist in appropriate management
of the subsurface condition and will be completed in accordance with the applicable regulations.

Underground Storage Tanks:
If encountered, the contents of an Underground Storage Tank (UST) will be evaluated, and based on
the contents, the UST will be removed and transported offsite for disposal/recycling. If the UST
cannot be removed, it may be abandoned in-place with prior DEQ approval. Any fluids within a
discovered UST will be removed using a vacuum truck and properly disposed. Soil samples will be
collected (one per 10 feet of the UST and associated piping) from the base of the UST excavation
and submitted for laboratory analysis of VOCs, SVOCs, and RCRA Metals.

In the event that an unknown UST or impacts associated with an 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 the discovery of the
UST.

Sub-Grade Feature/Pit:
If sub-grade features, pits, etc. are encountered, the contractor will be instructed to stop work and

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EMP Version 2, June 2018
contact ECS to evaluate the feature. If a feature, pit, etc. is identified, the contents and the feature,
pit, etc. itself will be removed and transported offsite for disposal. Following removal, soil samples
will be collected from the base of the excavation and submitted for laboratory analysis of VOCs,
SVOCs, RCRA Metals, and hexavalent chromium.

In the event that an unknown sub-grade feature, pit or associated impacts from a release are
discovered at the site during redevelopment activities, the feature and /or related impacts will be
addressed through the Brownfields Program. DEQ Brownfields will be notified within 48 hours of
the discovery

Buried Waste Material:
If buried waste material is encountered, the contractor will be instructed to stop work and contact
ECS to evaluate. Following evaluation, if confirmed, the waste will be removed, characterized, and
disposed of off-site. Soil samples will be collected from the base and side-walls (one for every 10
feet of base/side-wall) of the excavated material and submitted for laboratory analysis of VOCs,
SVOCs, RCRA Metals, and hexavalent chromium.

If the event that buried waste material is encountered at the site during redevelopment activities,
the material and/or related impacts will be addressed through the Brownfields Program. DEQ
Brownfields will be notified within 48 hours of the discovery.

Re-Use of Impacted Soils On-Site:
If impacted soil is encountered during redevelopment activities and is able to be reused onsite
based on geotechnical characteristics and nature of soil contaminant impacts, we will confer with
Brownfields on if the reused soil needs to be surveyed in and the plat be updated.

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:
N/A

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

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EMP Version 2, June 2018
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.

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EMP Version 2, June 2018

SOURCE:
USGS TOPOGRAPHIC MAPCAHRLOTTE EAST 7.5 MINUTE QUADRANGLE
DATED 2019
SITE
FIGURE 1
SITE TOPOGRAPHIC LOCATION MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROJECT NO. 49-10756-C
Brownfields Project No.: 24002-20-060
FIGURE 2
SITE LOCATION MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROJECT NO. 49-10756-C
Brownfields Project No.: 24002-20-060
SOURCE:
GOOGLE EARTH AERIAL IMAGERY, 2019
SCALE:
AS SHOWN
APPROXIMATE PARCEL BOUNDARIESAPPROXIMATE SITE BOUNDARY
LEGEND
0811772408117723
08117722
0811722 PARCEL ID NUMBER
FIGURE 3
SOIL SAMPLE LOCATION MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROPOSAL NO. 49-10756-C
Brownfields Project No.: 24002-20-060
SOURCE:
GOOGLE EARTH AERIAL IMAGERY, 2019
SCALE:
AS SHOWN
APPROXIMATE INDIVIDUAL SOIL SAMPLE LOCATION
LEGEND
A-1
PROPOSED COMPOSITE SOIL SAMPLE AREAS
A-2
A-3
A-4
A-5
B-4
C-1 C-2
C-4C-5
C-3
D-1
D-3 D-2
D-4
D-5
E-1
E-5
E-4
E-2
E-3
B-1B-2
B-3
B-5
F-5
F-2
F-3
F-4
F-1
G-1
G-2
G-4
G-3
G-5
H-1
H-2
H-3
H-4
H-5
FIGURE 4
GROUNDWATER SAMPLE LOCATION MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROPOSAL NO. 49-10756-C
Brownfields Project No.: 24002-20-060
SOURCE:
GOOGLE EARTH AERIAL IMAGERY, 2019
SCALE:
AS SHOWN
LEGEND
TW-2
APPROXIMATE GROUNDWATER SAMPLE LOCATION
TW-1
FIGURE 5
SOIL GAS SAMPLE LOCATION MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROPOSAL NO. 49-10756-C
Brownfields Project No.: 24002-20-060
SOURCE:
GOOGLE EARTH AERIAL IMAGERY, 2019
SCALE:
AS SHOWN
LEGEND
APPROXIMATE SOIL GAS SAMPLE LOCATION
SG-1SG-2
SG-3
SG-4
SG-9
SG-8
SG-5
SG-7
SG-6
FIGURE 6
RECEPTOR MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROJECT NO. 49-10756-C
Brownfields Project No.: 24002-20-060
SOURCE:
GOOGLE EARTH AERIAL IMAGERY, 2019
SCALE:
AS SHOWN
APPROXIMATE PARCEL BOUNDARIESAPPROXIMATE SITE BOUNDARY
LEGEND
CVS
Commercial / Retail / Restaurants
Office / Retail
Vacant
Existing
Meineke
Car Care
Center
Sammy’s
Deli
Existing Site Use
Apartments
Apartments
Commercial
& Retail
Commercial
& Retail
Commercial & Retail
Apartments
Industrial /Commercial
Existing Offsite Use Main Utility Corridors
Elizabeth Billiards
FIGURE 7
VERIFICATION SOIL GAS SAMPLE LOCATION MAP
Former Sherwin Williams Brownfields Site
Central Avenue at Pecan Avenue
Charlotte, Mecklenburg, North Carolina
ECS PROJECT NO. 49-10756-C
Brownfields Project No.: 24002-20-060
SOURCE:
GOOGLE EARTH AERIAL IMAGERY, 2019
SCALE:
AS SHOWN
LEGEND
APPROXIMATE INITIAL SOIL GAS SAMPLE LOCATION WITH 1,3-BUTADIENE EXCEEDANCE
SG-1
SG-3
SG-4
SG-5
PROPOSED VERFICATION SOIL GAS SAMPLE LOCATION
H-1
APPROXIMATE SOIL SAMPLE LOCATION WITH PCE/TCE EXCEEDANCE
SG-1
SG-1A
SG-1A/SG-10
SG-3A SG-4A
SG-5ASG-10
H-1
SAMPLE AREA BORING ID SAMPLE DEPTH (ft bgs)GENERALIZED LITHOLOGY PID READING
(ppm)SAMPLE AREA BORING ID SAMPLE DEPTH
(ft bgs)GENERALIZED LITHOLOGY PID READING
(ppm)
0 - 5 Brown tan sandy SILT 12.1 0 - 5 Red brown sandy SILT 143.2
5 - 10 Brown tan sandy SILT 12.9 5 - 10 Red brown sandy SILT 300+
0 - 5 Brown tan sandy SILT 12.1 0 - 5 Red brown sandy SILT 10.4
5 - 10 Brown tan clayey SILT 13.3 5 - 10 Red brown sandy SILT 3.2
0 - 5 Tan brown sandy SILT 12.8 0 - 5 Red brown sandy SILT 0.3
5 - 10 Tan brown clayey SILT 11.3 5 - 10 Red tan silty CLAY 0.0
0 - 5 Tan brown sandy SILT 10.4 0 - 5 Red brown sandy SILT 0.9
5 - 10 Tan brown clayey SILT 8.1 5 - 10 No sample ---
0 - 5 Brown tan sandy SILT 12.8 0 - 5 Red brown silty SAND 0.5
5 - 10 Brown tan sandy SILT 11.0 5 - 10 Red brown silty SAND 0.6
0 - 5 Red brown sandy SILT 15.7 0 - 5 Tan brown sandy clayey SILT 0.0
5 - 10 Red brown clayey SILT 14.3 5 - 10 Tan brown sandy clayey SILT 0.0
0 - 5 Red brown sandy SILT 13.5 0 - 5 Tan brown sandy clayey SILT 0.0
5 - 10 Red brown clayey SILT 10.0 5 - 10 Tan brown sandy clayey SILT 0.0
0 - 5 Red brown sandy SILT 10.0 0 - 5 Tan brown silty CLAY 0.0
5 - 10 Red brown clayey SILT 12.2 5 - 10 Tan brown silty CLAY 0.0
0 - 5 Red brown sandy SILT 9.1 0 - 5 Red brown sandy SILT 0.2
5 - 10 Tan brown clayey SILT 9.0 5 - 10 Tan brown CLAY 0.0
0 - 5 Red brown sandy SILT 9.7 0 - 5 Brown tan silty CLAY 0.0
5 - 10 Tan brown clayey SILT 10.1 5 - 10 Tan brown CLAY 0.0
0 - 5 Red brown clayey SILT 10.8 0 - 5 Tan brown sandy clayey SILT 0.1
5 - 10 Red brown clayey SILT 10.8 5 - 10 Tan brown sandy SILT 0.0
0 - 5 Tan bown clayey SILT 112.6 0 - 5 Red brown sandy SILT 0.0
5 - 10 Tan brown clayey SILT 10.7 5 - 10 Tan sandy Clay 0.0
0 - 5 Red brown clayey SILT 148 0 - 5 Red brown sandy clayey SILT 0.0
5 - 10 Tan brown clayey SILT 64.5 5 - 10 Red brown sandy clayey SILT 0.0
0 - 5 Red brown clayey SILT 12.4 0 - 5 Red bown sandy SILT 0.1
5 - 10 Red brown clayey SILT 11.6 5 - 10 No sample ---
0 - 5 Red brown sandy clayey SILT 220 0 - 5 Red brown sandy CLAY 0.0
5 - 10 Red brown sandy clayey SILT 10.2 5 - 10 Red brown sandy CLAY 0.0
0 - 5 Red brown sandy SILT 26.6 0 - 5 Red brown sandy SILT 1.9
5 - 10 Red brown sandy SILT 66.4 5 - 10 No sample ---
0 - 5 Red brown sandy SILT 11.9 0 - 5 Red brown clayey SILT 0.0
5 - 10 Red brown clayey SILT 10.4 5 - 10 Brown tan sandy SILT 0.0
0 - 5 Red brown clayey SILT 18.8 0 - 5 Brown tan sandy CLAY 0.0
5 - 10 Red brown clayey SILT 27.7 5 - 10 Brown tan sandy CLAY 0.0
0 - 5 Red brown sandy SILT 14.8 0 - 5 Brown tan CLAY 0.0
5 - 10 Red brown clayey SILT 14.5 5 - 10 Brown tan CLAY 0.0
0 - 5 Red brown-tan sandy CLAY 0.6 0 - 5 Tan brown sandy CLAY 0.0
5 - 10 Red brown sandy CLAY 1.8 5 - 10 Tan brown sandy CLAY 0.0
Notes:
ft bgs = feet below ground surface
PID = Photoionization detector
ppm = parts per million
TABLE 1: SUMMARY OF SOIL LITHOLOGIES AND PID READINGS
FORMER SHERWIN WILLIAMS - ADDITIONAL BROWNFIELDS ASSESSMENT
CENTRAL AVENUE & PECAN AVENUECHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINANCDEQ, BROWNFIELDS PROJECT NO. 24002-20-060ECS PROJECT NO. 49-10756-C
G
1
2
3
4
5
F
1
2
3
4
5
E
1
2
3
4
5
H
1
2
3
4
5
5
D
1
2
3
4
5
C
1
2
3
4
A
B
1
5
4
3
2
1
2
3
4
5
Parameter
Sample ID SS-1/SS-1A SS-2/SS-2B SS-3/SS-3C SS-4/SS-4D SS-5/SS-5E
Composite Sample Depth (ft)0-10 0-10 0-10 0-10 0-10
Grab Sample Depth (ft)5-10 0-5 0-5 5-10 5-10
Collection Date 8/5/20
Ethylbenzene <0.0025 <0.0026 <0.0026 0.0055 0.71 13 6.1 27
Isopropylbenzene <0.0017 <0.0018 <0.0017 0.0058 <0.022 2.3 410 2,100
p-Isopropyltoluene <0.0015 <0.0015 <0.0015 0.0055 <0.019 NS NS NS
Methylene Chloride <0.0040 <0.0041 <0.0040 <0.0040 0.10J 0.025 58 650
Napthalene <0.0015 <0.0016 <0.0015 0.015 5.1 0.39 2.1 8.8
n-Propylbenzene <0.0019 <0.0019 <0.0019 <0.0019 1.0 2.6 780 5,100Tetrachloroethene<0.0013 <0.0014 <0.0014 <0.0013 <0.017 0.0063 17 82
Toluene 0.0019J 0.0019J 0.0030 0.012 0.21 8.3 990 9,700
Trichloroethene <0.0017 <0.0017 <0.0017 <0.0017 <0.022 0.021 0.870 4.01,2,4-Trimethylbenzene <0.0019 <0.0020 <0.0020 0.043 14.3 12 63 370
1,3,5-Trimethylbenzene <0.0016 <0.0017 <0.0016 0.017 4.8 11 56 320
Xylene (Total)<0.0015 <0.0016 <0.0016 0.034 5.6 9.9 120 530m&p-Xylene <0.0041 <0.0043 <0.0042 0.022 3.8 9.8 120 520
o-Xylene <0.0015 <0.0016 <0.0016 0.012 1.8 9.8 140 590
Fluoranthene <0.12 <0.13 <0.13 <0.13 <0.13 670 480 6,000
Phenanthrene <0.10 <0.11 <0.11 <0.11 <0.10 NS NS NS
Pyrene <0.11 <0.12 <0.12 <0.12 <0.11 440 360 4,500
Phenol <0.098 <0.10 <0.10 <0.11 <0.099 0.34 3,800 49,000
Arsenic 2.8 2.9 5.9 5.6 3.6 5.8 0.68 3.0
Barium 75.0 49.2 36.0 15.9 37.0 580 3,100 47,000
Cadmium 0.039J <0.054 0.080J <0.050 0.056J 3.0 14 200Chromium2.1 5.2 26.0 40.5 4.5 NS NS NS
Lead 7.7 12.4 6.3 12.5 4.9 270 NS NS
Selenium 0.99 1.3 2.1 2.0 0.92J 2.1 78 1,200
Silver <0.19 0.41J 0.89 0.74 0.38J 3.4 78 1,200
Mercury <0.0053 0.016 0.062 0.043 0.0051J 1.0 2.3 9.7
Hexavalent Chromium 0.446J 0.349J <0.353 <0.324 <0.326 3.8 0.31 6.5
Parameter
Sample ID SS-6/SS-6F SS-7/SS-7G SS-8/SS-8H SS-DUP
Composite Sample Depth (ft)0-10 0-10 0-10 0-10
Grab Sample Depth (ft)0-5 0-5 0-5 5-10
Collection Date
Ethylbenzene <0.0017 <0.0020 <0.0017 <0.0025 13 6.1 27
Isopropylbenzene <0.0012 <0.0014 <0.0012 <0.0017 2.3 410 2,100
p-Isopropyltoluene <0.0010 <0.0012 <0.0010 <0.0015 NS NS NS
Methylene Chloride <0.0028 <0.0032 <0.0028 <0.0040 0.025 58 650
Napthalene 0.0045 0.0060 0.0098 <0.0015 0.39 2.1 8.8
n-Propylbenzene <0.0013 <0.0015 <0.0013 <0.0019 2.6 780 5,100
Tetrachloroethene <0.00092 <0.0011 0.027 <0.0014 0.0063 17 82
Toluene 0.0012J 0.0043 0.0022 <0.0016 8.3 990 9,700
Trichloroethene <0.0012 <0.0013 0.073 <0.0017 0.021 0.870 4.0
1,2,4-Trimethylbenzene <0.0013 0.0028 <0.0013 <0.0020 12 63 370
1,3,5-Trimethylbenzene <0.0011 0.0013J <0.0011 <0.0016 11 56 320
Xylene (Total)<0.0011 0.0079 <0.0011 <0.0016 9.9 120 530
m&p-Xylene <0.0029 0.0048 <0.0029 <0.0042 9.8 120 520
o-Xylene <0.0011 0.0032 <0.0011 <0.0016 9.8 140 590
Fluoranthene <0.13 0.19J <0.14 <0.13 670 480 6,000Phenanthrene<0.11 0.16J <0.11 <0.11 NS NS NS
Pyrene <0.12 0.17J <0.13 <0.12 440 360 4,500
Phenol <0.10 <0.096 <0.11 <0.10 0.34 3,800 49,000
Arsenic 2.4 1.9 4.7 3.1 5.8 0.68 3.0
Barium 35.1 107 24.8 56.2 580 3,100 47,000Cadmium<0.048 0.057J 0.080J <0.051 3.0 14 200
Chromium 15.8 128 11.5 29.4 NS NS NS
Lead 4.9 9.3 3.6 12.0 270 NS NSSelenium<0.48 1.2 1.2 2.1 2.1 78 1,200
Silver 0.30J <0.23 0.51 0.47J 3.4 78 1,200
Mercury 0.014 0.083 0.016 0.018 1.0 2.3 9.7
Hexavalent Chromium <0.333 <0.303 <0.320 <0.349 3.8 0.31 6.5
Notes:
Results presented in milligrams per kilogram (mg/kg), analogous to parts per million (ppm)
Only those constituents detected in at least one sample are listed above. For complete results, refer to laboratory report.
Sample ID: First sample is composite / second sample listed is the grab collected for VOCs only
Soil sample results are compared to the NCDEQ PSRGs dated July 2020
NCDEQ = North Carolina Department of Environmental QualityPSRG = Preliminary Soil Remediation Goal
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.Bold denotes concentration equal to or an exceedance of the Protection of Groundwater PSRG
Italics denotes concentration equal to or an exceedance of the Residential Health Based PSRG
Underline denotes concentration equal to or an exceedance of theIndustrial/Commercial Health Based PSRG
Volatile Organic Compounds (VOCs) by EPA Method 8260
Semi-Volatile Organic Compounds (SVOCs) by EPA Method 8270
Resource Conservation and Recovery Act (RCRA) Metals & Hex Chrome by EPA Methods 6010, 7471, and 7199
ANALYTICAL RESULTS
Volatile Organic Compounds (VOCs) by EPA Method 8260
ANALYTICAL RESULTS
Residential Health Based PSRG
Industrial/
Commercial Health Based PSRG8/6/20
Semi-Volatile Organic Compounds (SVOCs) by EPA Method 8270
Resource Conservation and Recovery Act (RCRA) Metals & Hex Chrome by EPA Methods 6010, 7471, and 7199
TABLE 2: SUMMARY OF SOIL ANALYTICAL RESULTS
FORMER SHERWIN WILLIAMS - ADDITIONAL BROWNFIELDS ASSESSMENT
CENTRAL AVENUE & PECAN AVENUE
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ECS PROJECT NO. 49-10756-C
NCDEQ, BROWNFIELDS PROJECT NO. 24002-20-060
COMPARISON CRITERIA
Protection of Groundwater PSRG Residential Health Based PSRG
Industrial/
Commercial Health Based PSRG8/4/20 8/6/20
COMPARISON CRITERIA
Protection of Groundwater PSRG
TABLE 3: SUMMARY OF GROUNDWATER ANALYTICAL RESULTS
FORMER SHERWIN WILLIAMS - ADDITIONAL BROWNFIELDS ASSESSMENT
CENTRAL AVENUE & PECAN AVENUE
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
PARAMETER SCREENING LEVEL
Sample ID TW-1 TW-2 TW-DUP Trip Blank
Collection Date
For All ND ND ND ND Various
Acetone <25.0 <25.0 <25.0 52.3 6,000
All other VOCs ND ND ND ND Various
Notes:Results presented in micrograms per liter (ug/L), analogous to parts per billion (ppb)NC2LGWQS = North Carolina 2L Groundwater Quality Standard as of April 1, 2013NS = No StandardND = Not detected at or above adjusted reporting limit.
ECS PROJECT NO. 49-10756-C
NCDEQ, BROWNFIELDS PROJECT NO. 24002-20-060
Volatile Organic Compounds (VOCs) By EPA Method 8260
8/5/20
ANALYTICAL RESULTS
NC2LGWQS
Semi-Volatile Organic Compounds (SVOCs) By EPA Method 8270
Parameter
Sample ID SG-1 SG-2 SG-3 SG-4 SG-5
Sample Depth (ft)6 6 6 6 6
Collection Date
Acetone 99 130 1,800 150 220 220,000 2,700,000
Benzene 18 9.0 20 7.9 25 120 1,600
1,3-Butadiene 26*5.6*49*31*92*14 180
2-Butanone (MEK)11J <2.0 91 13J 26 35,000 440,000
Carbon Disulfide <1.6 <1.6 10 <1.6 54 4,900 61,000
Carbon Tetrachloride <0.33 <0.33 <0.33 <0.33 <0.33 160 2,000
Chloroform 2.4 1.9 <0.24 <0.24 <0.24 41 530
Chloromethane 11 <0.32 9.6 <0.32 <0.32 630 7,900
Cyclohexane 37 22 23 47 40 42,000 530,000
1,3-Dichlorobenzene <0.44 6.7 9.4 11 17 NS NS
Ethanol 120 310 61 120 200 NS NS
Ethyl acetate <4.3 75 <4.3 <4.3 <4.3 490 6,100
Ethylbenzene 1.3 2.5 0.99 1.2 1.4 370 4,900
Heptane 11 <0.35 16 17 18 2,800 35,000
Hexane 29 <1.3 54 74 56 4,900 61,000
Isopropanol 24 20 41 26 53 1,400 18,000
Methylene Chloride 5.0J 15 <1.6 59 11 4,200 53,000
Naphthalene 1.0J <0.59 <0.59 <0.59 <0.59 21 260
Propene 240 58 660 370 830 21,000 260,000Styrene<0.24 2.6 <0.24 1.1 1.3 7,000 88,000Tetrachloroethylene30181.2J 43 0.73J 280 3,500Tetrahydrofuran117.7 5.8J <1.5 <1.5 14,000 180,000
Toluene 15 17 12 15 14 35,000 440,000
Trichloroethylene 1.7 <0.40 <0.40 <0.40 <0.40 14 180
Trichlorofluoromethane (F11)2.4J 1.6J 1.7J 2.1J 1.6J NS NS
Vinyl Chloride 6.0 <0.29 6.0 <0.29 3.2 56 2,800
m&p-Xylene 3.0 6.5 3.1 2.6 3.9 700 8,800
o-Xylene 2.1 3.0 1.6 1.2 1.9 700 8,800
Parameter
Sample ID SG-6 SG-7 SG-8 SG-9 SG-DUP
Sample Depth (ft)6 6 6 6 6
Collection Date
Acetone 440 110 <11 58 64 220,000 2,700,000
Benzene 10 12 24 6.1 24 120 1,600
1,3-Butadiene <0.32 <0.32 <0.32 <0.32 14*14 180
2-Butanone (MEK)30 18J 12J <2.0 11J 35,000 440,000
Carbon Disulfide 8.5 19 21 <1.6 8.5 4,900 61,000
Carbon Tetrachloride <0.33 <0.33 <0.33 <0.33 0.50J 160 2,000
Chloroform <0.24 6.4 <0.24 <0.24 3.2 41 530
Chloromethane <0.32 <0.32 <0.32 <0.32 8.1 630 7,900
Cyclohexane 22 38 35 20 25 42,000 530,000
1,3-Dichlorobenzene 11 15 15 12 <0.44 NS NS
Ethanol 71 89 47 40 53 NS NS
Ethyl acetate <4.3 <4.3 <4.3 <4.3 <4.3 490 6,100
Ethylbenzene 1.1 4.3 2.0 1.4 2.6 370 4,900
Heptane 42 40 27 6.1 14 2,800 35,000
Hexane 100 <1.3 110 13J 23J 4,900 61,000
Isopropanol 25 28 27 21 15J 1,400 18,000
Methylene Chloride <1.6 11 <1.6 <1.6 <1.6 4,200 53,000
Naphthalene <0.59 <0.59 <0.59 <0.59 <0.59 21 260
Propene 74 800 1,400 110 110 21,000 260,000
Styrene <0.24 3.1 1.5 1.5 3.2 7,000 88,000
Tetrachloroethylene <0.44 4.1 <0.44 0.49J 1.2J 280 3,500
Tetrahydrofuran <1.5 3.9J <1.5 <1.5 7.7 14,000 180,000Toluene9.9 26 22 12 21 35,000 440,000Trichloroethylene<0.40 <0.40 <0.40 <0.40 <0.40 14 180
Trichlorofluoromethane (F11)1.2J 2.1J <0.85 1.3J 1.6J NS NS
Vinyl Chloride <0.29 <0.29 <0.29 <0.29 4.0 56 2,800
m&p-Xylene 2.9 7.1 4.8 2.9 4.9 700 8,800
o-Xylene 1.3 3.1 1.9 1.3 3.0 700 8,800
Notes:
Results presented in micrograms per cubic meter (ug/m3)
Only those constituents detected in at least one sample are listed above. For complete results, refer to laboratory report.
J= Detected but below the Reporting Limits (lowest calibration standard); therefore, result is an estimated concentration.
Bold indicates concentration is greater than Residential sub-slab and exterior VISL
Underline indicates concentration is greater than Non-Residential sub-slab and exterior soil VISL
8/6/2020
Residential Sub-Slab and
Exterior Vapor Intrusion
Screening Level (VISL)
ug/m3
Non-Residential Sub-
Slab and Exterior Soil
Vapor Intusion
Screening Level (VISL)
ug/m3
ANALYTICAL RESULTS
VISLs published by the North Carolina Department of Environmental Quality - Inactive Hazardous Sites Branch in February 2018.
Volatile Organic Compounds by EPA Method TO-15
*= According to laboratory, "The result for this compound cannot be accurately quantified due to the interference from a coeluting organic compounds present in the sample extract. The reported result is estimated."
TABLE 4: SUMMARY OF SOIL GAS ANALYTICAL RESULTS
FORMER SHERWIN WILLIAMS - ADDITIONAL BROWNFIELDS ASSESSMENT
CENTRAL AVENUE & PECAN AVENUE
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ECS PROJECT NO. 49-10756-C
NCDEQ, BROWNFIELDS PROJECT NO. 24002-20-060
8/6/2020
ANALYTICAL RESULTS Residential Sub-Slab and
Exterior Vapor Intrusion Screening Level (VISL)
ug/m3
Non-Residential Sub-
Slab and Exterior Soil Vapor Intusion Screening Level (VISL)
ug/m3Volatile Organic Compounds by EPA Method TO-15
Parameter
Sample ID SG-1 SG-1A SG-3 SG-3A SG-4 SG-4A SG-5 SG-5A SG-10 SG-DUP
Sample Depth (ft)6 6 6 6 6 6 6 6 6 6
Collection Date 8/6/2020 11/6/2020 8/6/2020 11/6/2020 8/6/2020 11/6/2020 8/6/2020 11/6/2020
Acetone 99 110 1,800 <0.5 150 47 220 <0.5 <0.5 96 220,000 2,700,000
Benzene 18 17 20 49 7.9 14 25 26 48 17 120 1,600
1,3-Butadiene 26*<0.1 49*<0.1 31*<0.1 92*<0.1 <0.1 <0.1 14 180
2-Butanone (MEK)11J 8.7 91 7.6 13J 5.7 26 21 17 9.6 35,000 440,000
Carbon Disulfide <1.6 30 10 44 <1.6 20 54 54 180 30 4,900 61,000
Carbon Tetrachloride <0.33 1.0J <0.33 0.6J <0.33 0.5J <0.33 0.6J 0.4J 1.0J 160 2,000
Chloroethane <0.52 0.8J <0.52 4.2 <0.52 0.9J <0.52 2.6 3.3 0.9J 70,000 880,000
Chloroform 2.4 3.6 <0.24 2.3 <0.24 0.8J <0.24 0.7J <0.2 3.8 41 530Chloromethane113.9 9.6 31 <0.32 4.3 <0.32 12 18 4.2 630 7,900
Cyclohexane 37 <0.3 23 <0.3 47 8.8 40 <0.3 <0.3 <0.3 42,000 530,000
1,1-Dichloroethane <0.25 <0.2 <0.25 <0.2 <0.25 <0.2 <0.25 <0.2 150 <0.2 580 7,700
1,1-Dichloroethene <0.43 <0.2 <0.43 <0.2 <0.43 <0.2 <0.43 <0.2 3.9 <0.2 1,400 18,000
cis-1,2,-Dichloroethene <0.27 <0.2 <0.27 <0.2 <0.27 <0.2 <0.27 <0.2 0.9J <0.2 NS NS1,2-Dichloropropane <0.33 <0.2 <0.33 <0.2 <0.33 <0.2 <0.33 1.4J <0.2 0.2J 28 350
1,3-Dichlorobenzene <0.44 <0.2 9.4 <0.2 11 <0.2 17 <0.2 <0.2 <0.2 NS NS
1,4-Dichlorobenzene <0.27 <0.2 <0.27 <0.2 <0.27 <0.2 <0.27 <0.2 <0.2 0.3J 85 1,100
Dichlorodifluoromethane (F12)<0.31 1.0J <0.31 0.9J <0.31 1.0J <0.31 1.2J 1.1J 0.9J 700 8,800
Ethanol 120 12 61 14 120 12 200 64 13 9.8 NS NSEthyl acetate <4.3 7.2 <4.3 <0.3 <4.3 <0.3 <4.3 240 <0.3 7.6 490 6,100
Ethylbenzene 1.3 8.0 0.99 5.1 1.2 3.6 1.4 7.9 5.6 8.4 370 4,900
4-Ethyltoluene <0.30 1.3J <0.30 1.1J <0.30 0.8J <0.30 1.4J 1.4J 1.7J NS NS
Heptane 11 10 16 18 17 8.7 18 18 110 11 2,800 35,000
Hexane 29 8.2 54 53 74 11 56 35 270 8.6 4,900 61,000Isopropanol242.1J 41 2.3J 26 4.4J 53 31 17 2.3J 1,400 18,000
Methylene Chloride 5.0J 1.2J <1.6 <0.1 59 1.0J 11 14 2.5 1.4 4,200 53,000
4-Methyl-2-pentanone (MIBK)<0.43 2.4J <0.43 1.2J <0.43 1.7J <0.43 3.6 1.4J 2.7J 21,000 260,000
Naphthalene 1.0J 0.7J <0.59 0.9J <0.59 0.8J <0.59 0.7J 0.8J 0.9J 21 260
Propene 240 50 660 960 370 99 830 550 1,000 49 21,000 260,000Styrene<0.24 4.0 <0.24 5.3 1.1 4.1 1.3 8.1 5.7 3.9 7,000 88,000
1,1,2,2-Tetrachloroethane <0.43 <0.3 <0.43 <0.3 <0.43 <0.3 <0.43 <0.3 0.6J <0.3 16 210
Tetrachloroethylene 30 1.9J 1.2J 0.9J 43 150 0.73J 1.9J 1.1J 1.9J 280 3,500
Tetrahydrofuran 11 <0.2 5.8J <0.2 <1.5 <0.2 <1.5 <0.2 <0.2 <0.2 14,000 180,000
Toluene 15 70 12 41 15 27 14 110 57 72 35,000 440,0001,1,1-Trichloroethane <0.36 <0.3 <0.36 <0.3 <0.36 <0.3 <0.36 <0.3 0.7J <0.3 35,000 440,000
Trichloroethylene 1.7 <0.3 <0.40 <0.3 <0.40 <0.3 <0.40 0.8J <0.3 <0.3 14 180
Trichlorofluoromethane (F11)2.4J 1.4J 1.7J 1.6J 2.1J 1.3J 1.6J 1.4J 1.0J 1.4J NS NS
1,1,2-Trichlorotrifluoroethane (F113)<1.2 0.7J <1.2 1.2J <1.2 0.8J <1.2 1.5J 0.8J 0.7J 35,000 440,000
1,2,4-Trimethylbenzene <0.22 3.7 <0.22 4.0 <0.22 2.9 <0.22 5.3 4.4 4.6 420 5,3001,3,5-Trimethylbenzene <0.26 1.1J <0.26 1.0J <0.26 0.8J <0.26 1.5J 1.1J 1.3J 420 5,300
Vinyl Chloride 6.0 0.7 6.0 14 <0.29 1.5 3.2 3.2 4.1 0.7 56 2,800
m&p-Xylene 3.0 27 3.1 16 2.6 12 3.9 28 18 30 700 8,800
o-Xylene 2.1 7.3 1.6 5.4 1.2 3.6 1.9 9.5 5.8 8.0 700 8,800
Notes:
Results presented in micrograms per cubic meter (ug/m3)
Only those constituents detected in at least one sample are listed above. For complete results, refer to laboratory report.
J = Detected but below the Reporting Limits (lowest calibration standard); therefore, result is an estimated concentration.
Bold indicates concentration is greater than Residential sub-slab and exterior VISL
Underline indicates concentration is greater than Non-Residential sub-slab and exterior soil VISL
VISLs published by the North Carolina Department of Environmental Quality - Inactive Hazardous Sites Branch in February 2018.
* = According to laboratory, "The result for this compound cannot be accurately quantified due to the interference from a coeluting organic compounds present in the sample extract. The reported result is estimated."
TABLE 5: SUMMARY OF SOIL GAS ANALYTICAL RESULTSFORMER SHERWIN WILLIAMS - VERIFICATION SOIL GAS SAMPLING
CENTRAL AVENUE & PECAN AVENUE
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ECS PROJECT NO. 49-10756-CNCDEQ, BROWNFIELDS PROJECT NO. 24002-20-060
Residential Sub-Slab and Exterior Vapor Intrusion Screening Level (VISL)
ug/m3
Non-Residential Sub-
Slab and Exterior Soil
Vapor Intusion
Screening Level (VISL)
ug/m3Volatile Organic Compounds by EPA Method TO-15
ANALYTICAL RESULTS
11/6/2020
TABLE 1: TEMPORARY MONITORING WELL CONSTRUCTION AND WATER ELEVATIONSPECAN & CENTRAL AVENUECHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINAECS PROJECT NO. 49-10756-A WellIDDate InstalledTotal DepthTOCElevationDepth to WaterCalculatedGroundwaterElevationTW-1 2/7/2020 20 715.64 7.98 707.66TW-2 2/7/2020 28 718.64 7.19 711.45TW-3 2/7/2020 20 718.40 2.12 716.28TW-4 2/7/2020 35 737.42 19.95 717.47TW-5 2/7/2020 30 735.96 16.94 719.02TW-6 2/7/2020 26 733.58 10.80 722.78TW-7 2/7/2020 20 734.24 13.15 721.09Notes:Measurements are in feet.TOC = Top of CasingDepth to Water & Calculated Groundwater Elevation based on the TOC elevation
TABLE 2: SUMMARY OF SOIL ANALYTICAL RESULTSPECAN & CENTRAL AVENUECHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINAECS PROJECT NO. 49-10756-A ParameterSample ID SB-1 SB-2 SB-3 SB-4Sample Depth0-5 0-5 0-2 10-15FID Reading3.22 0.82 17.39 1.85Collection DateDiesel Range OrganicsBDL BDL50.3BDL100 NS NSGasoline Range Organics2.4 JBDL34.1 3.8 J50 NS NSAcetoneBDL0.0139 J 0.0334 JBDL25 12,000 140,000p-IsopropyltolueneBDL BDL6.4BDLNS NS NSTolueneBDL BDL0.0017 JBDL8.3 990 9,700For AllBDL BDL BDL BDLNS NS NSMercury0.027BDL BDL BDL1.02.39.7Arsenic0.89 J 2.6 3.32.45.80.683.0Barium6.3 22.0 24.4 16.65803,10047,000CadmiumBDL0.14 0.22 0.12 J3.014200Total Chromium3.6 15.5 17.2 15.8360,00023,000350,000Hexavalent ChromiumBDL0.404 JBDL BDL3.80.316.5Lead1.7 4.5 15.9 5.6400800270SeleniumBDL BDL BDL BDL2.1781,200SilverBDL BDL0.30 JBDL3.4 78 1,200Notes:Results presented in milligrams per kilogram (mg/kg), analogous to parts per million (ppm)Soil sample results are compared to the NCDEQ PSRGs dated December 2019NCDEQ = North Carolina Department of Environmental QualityPSRG = Preliminary Soil Remediation GoalNCAL = North Carolina Action LevelFID = Flame-ionization DetectorJ Flag denotes an estimated concentration between the laboratory reporting limit and the laboratory detection limitNS = No StandardBDL = Below Detection LimitBold denotes an exceedance of the Protection of Groundwater PSRG or NCALItalics denotes an exceedance of the Residential Health Based PSRGUnderline denotes an exceedance of theIndustrial/Commercial Health Based PSRGVolatile Organic Compounds (VOCs) by EPA Method 8260Semi-Volatile Organic Compounds (SVOCs) by EPA Method 8270Resource Conservation and Recovery Act (RCRA) Metals by EPA Methods 6020, 7471, and 7199ANALYTICAL RESULTSCOMPARISON CRITERIAProtection of Groundwater PSRG/NCALResidential Health Based PSRGIndustrial/ Commercial Health Based PSRG2/7/20Total Petroleum Hydrocarbons (TPH) by EPA Method 8015
TABLE 3: SUMMARY OF GROUNDWATER ANALYTICAL RESULTS PECAN & CENTRAL AVENUECHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINAECS PROJECT NO. 49-10756-A ParameterSample IDTW-1TW-2TW-3TW-4TW-5TW-6TW-7NCDEQ RESIDENTIALNCDEQ NON-RESIDENTIAL Collection Date2/11/20202/11/20202/11/20202/10/20202/10/20202/10/20202/10/2020VISLVISLBromodichloromethaneBRL1.9BRLBRLBRLBRLBRL0.6NS8.838ChloroformBRL9.2BRLBRLBRLBRLBRL7070,0008.136DibromochloromethaneBRL1.3BRLBRLBRLBRLBRL0.4400NSNSSemi-Volatile Organic Compounds (SVOCs) by EPA Method 8270For AllBRLBRLBRLBRLBRLBRLBRLNSNSNSNSMercuryBRLBRLBRLBRLBRLBRLBRL1NS0.180.75Barium10421826139.617.743.123.9700700,000NSNSChromiumBRL94.0128BRL9.3BRLBRL1010,000NSNSNotes:Results presented in micrograms per liter (ug/L), analogous to parts per billion (ppb)NC2LGWQS = North Carolina 2L Groundwater Quality StandardsNCDEQ = North Carolina Department of Environmental QualityVISL = Vapor Intrusion Screening LevelsDUP-3 is a duplicate sample collected from MW-3NS = No StandardJ Flag denotes an estimated concentration between the laboratory reporting limit and the laboratory detection limitGCL = Gross Contamination LimitBold denotes an exceedance of the NC2LGWQSItalics denotes an exceedance of the NCDEQ Residential VISLUnderline denotes an exceedance of the NCDEQ Non-Residential VISLCOMPARISON CRITERIAResource Conservation and Recovery Act (RCRA) Metals by EPA Methods 6020, 7471, and 7199Volatile Organic Compounds (VOCs) by EPA Method 8260NC2LGWQS GCLANALYTICAL RESULTS
12.00
11.20
10.40
9.60
8.80
8.00
7.20
6.40
5.60
4.80
4.00
3.20
2.40
1.60
0.80
± .100
0.80
1.60
2.40
3.20
4.00
4.80
5.60
6.40
7.20
8.00
8.80
9.60
10.40
11.20
12.00
Job: 1019488-Agtek_2021-01-14
Units: Ft-CY
Thu Jan 14, 2021 10:37:56 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 469,281 233,295 215,963 20,023 59,792 15,212 1.00 1.15 59,792 17,494 42,298 1,999

Plane Slope
Stripping Qtys Area Area Depth Volume
STRIPPING AREA 469,281 471,831 0.500 8,738

Plane Slope
Sectional Qtys Area Area Depth Volume
L-BLDG 20,865 20,865 1.000 773
L-BLDG 10,026 10,027 1.000 371
L-BLDG 26,290 26,296 1.000 974
L-BLDG 6,964 6,964 1.000 258
L-BLDG 120,577 120,658 1.000 4,469
L-PVMT-CONC 480 505 0.333 6
L-PVMT-CONC 9,886 9,895 0.333 122
L-PVMT-CONC 12,448 12,468 0.333 154
L-PVMT-CONC 444 444 0.333 5
L-PVMT-CONC 3,781 3,792 0.333 47
L-PVMT-CONC 159 160 0.333 2
L-PVMT-CONC 203 203 0.333 3
L-PVMT-CONC 159 159 0.333 2
L-PVMT-CONC 159 159 0.333 2
L-PVMT-CONC 194 195 0.333 2
L-PVMT-CONC 159 159 0.333 2
L-PVMT-CONC 35,571 35,715 0.333 440
L-PVMT-CONC 395 395 0.333 5
L-PVMT-CONC 313 325 0.333 4
L-PVMT-CONC 313 313 0.333 4
L-PVMT-CONC 292 292 0.333 4
L-PVMT-CONC 159 203 0.333 3
L-PVMT-CONC 9,817 9,817 0.333 121
L-PVMT-CONC 13,265 13,220 0.333 163
L-PVMT-CONC 2,394 2,396 0.333 30
L-PVMT-CONC 203 203 0.333 3
L-PVMT-CONC 12,324 12,396 0.333 153
L-PVMT-CONC 677 730 0.333 9
L-PVMT-CURB-FACE 83,196 83,337 0.750 2,315
L-PVMT-CURB-FACE 13,012 13,057 0.750 363

L Sub: 384,725 385,348 10,809

Sectional Total 384,725 385,348 10,809
FFE = 725.50
'FFE = 722.00'FFE = 720.50
'FFE =
720
.38
'FFE = 720.11'735.00'TENANT AREA
TENANT AREA
TENANT AREA
TENANT AREA
198 SFFIRE COMMAND
266 SFFIRE PUMP/ RISER

R
O
O
M
478 SFGENERATOR
ELECTRICAL
OFFICE LOBBY
FUTURE TENANT
A
R
E
A
WOMEN
MEN
PARKING
STAIR B
SHAFT
JANITOR
DATA
ELEC.
MECH.
FUTURE TENANT

A
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A
FUTURE TENAN
T

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FUTURE TENANT

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ELEV. 2
ELEV. 3
VAN
VANVANVANEVEVCCCCC
CC
C CCCCUPUPUPPCCEPCCEPCCEPCCEPCCEPCCEPCCE
PCCEPCCEPCCEPCCEPCCEPCCECENTRAL AVENUEPEC
A
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A
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N
U
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PEC
A
N

A
V
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N
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E
COMMONWEALTH AVENUECENTRAL AVENUECLEME
N
T
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PECA
N

A
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U
ERAIL LINE24' SETBACK24' S
E
T
B
A
C
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24' S
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R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WVAN TTT3.85%FFE = 724.31'
FFE = 724.30'FFE = 724.20'73573
5
73
5 73073
0
730730 715 715730735730
735
7357
3
5
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5 735
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5
725 72
5 725720720
725725 CENTRAL AVENUE (PUBLIC STREET)60' PUBLIC R/W24' SETBACKCENTRAL AVENUE (PUBLIC STREET)60' PUBLIC R/WMAJOR THOROUGHFAREFUTURE R/W24' SETBACKFUTURE R/WEXISTING CVSPHARMACYPECA
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50' P
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EXISTING R/WEXISTING R/WEXIST
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/
W COMMONWEALTH AVENUEPRIVATE STREETCOMMONWEALTH AVENUEPRIVATE STREETOVERTON ROW HOLDINGSUPFITRETAILBUILDINGOFFICEBUILDINGVINTAGE 1VINTAGE 2MULTIFAMILYBUILDINGMULTIFAMILYBUILDINGSERVICE / FIREACCESS DRIVE SERVICE / FIREACCESS DRIVE
CLEMEN
T

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WCOMMONWEALTH AVENUE (PUBLIC STREET)80' PUBLIC R/WGORDON ST (PUBLIC STREET)50' PUBLIC R/WCENTRALSQUARETGALSCE1330 CENTRAL AVE.CHARLOTTE, NC1019488OVERALL GRADING PLANN/ALDLDLDC5-001/14/2021 11:34 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-30X42.DWT0 1"=20'40'80'40'KEY 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.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENT -1ST SUBMITTAL01.13.2021
FFE = 725.50'FFE = 722.00'FFE = 720.50'TENANT AREA TENANT AREATENANT AREATENANT AREA198 SFFIRE COMMAND266 SFFIRE PUMP/ RISER ROOM 478 SFGENERATORELECTRICAL
OFFICE LOBBY
FUTURE TENANT AREA WOMENMEN PARKING STAIR BSHAFTJANITORDATAELEC.MECH.FUTURE TENANT AREASTAIR A FUTURE TENANT AREAELEV. 1 ELEV. 2ELEV. 3
VA
N
VANC CCUPCENTRAL AVENUECENTRAL AVENUECL
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T
AV
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ERAIL LINE24' SETBACKR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WTTT722.08722.27720.91721.65724.84724.88725.11725.16725.66725.70725.82725.86725.33725.37724.99725.97726.39725.98725.89725.21725.45725.23727.90729.32735.83732.57734.42732.97732.66732.62733.67714.72715.92721.47715.19715.47715.93719.22720.96722.48722.43722.42722.11719.39719.75721.25715.72716.39717.02717.37717.48717.48718.67718.88718.09718.31718.31718.24732.27TC:715.25BC: 714.75TC:736.59BC: 736.09TC:724.84BC: 724.34TC:725.15BC: 724.65TC:724.41BC: 723.91TC:724.16BC: 723.66TC:723.97BC: 723.47TC:724.17BC: 723.67TC:724.32BC: 723.82TC:724.80BC: 724.30TC:725.35BC: 724.85TC:725.36BC: 724.86TC:724.48BC: 723.98TC:724.04BC: 723.54724.58TC:725.29BC: 724.79TC:725.68BC: 725.18TC:725.62BC: 725.12TC:725.98BC: 725.48TC:725.84BC: 725.34TC:725.62BC: 725.12TC:725.22BC: 724.72TC:725.28BC: 724.78TC:724.69BC: 724.19TC:724.67BC: 724.17TC:726.06BC: 725.56TC:727.29BC: 726.7910.10%0.01%1.32%TC:724.55BC: 724.05TC:724.80BC: 724.30TC:725.07BC: 724.57FG: 731.19FG: 735.20FG: 725.78734.84TC:735.65BC: 735.15TC:735.09BC: 734.59TC:728.05BC: 727.55FG: 734.64TC:734.39BC: 733.89TC:734.04BC: 733.54TC:733.76BC: 733.26TC:733.08BC: 732.58TC:732.93BC: 732.43TC:733.11BC: 732.61TC:733.24BC: 732.74716.36TC:713.98BC: 713.481.86
%
0.96%1.44%0.95%
0.62%1.05%1.33%1.50%1.47%7.40%3.85%3.15%2.84%3.66%
1.39
%2.93%
2.91%2.26%2.46%2.03%725.65732.25TC:725.47BC: 724.97724.49TC:724.68BC: 724.18TC:724.90BC: 724.40TC:725.41BC: 724.91TC:724.75BC: 724.25724.40TC:728.72BC: 728.22TC:733.10BC: 732.60TC:733.77BC: 733.27TC:729.67BC: 729.17TC:734.42BC: 733.92TC:725.82BC: 725.32TC:724.98BC: 724.48735.793.85%725.96725.73725.49725.22725.14725.30725.18724.87726.28725.98735.31735.31734.03731.23729.95724.88724.88725.98725.98FFE = 724.31'
FFE = 724.30'FFE = 724.20'718.10721.68722.49723.07723.21723.53723.60723.40724.36719.16TC:724.07BC: 723.571.09%DI-28RIM: 735.993CB-27RIM: 734.808DI-29RIM: 733.872EX. CB-33RIM: 733.610EX. CB-31RIM: 733.436DI-30RIM: 732.239CB-26RIM: 727.811EX. DI-26ARIM: 725.628MH-05RIM: 724.850MH-07RIM: 724.736CB-06RIM: 723.337DI-09RIM: 722.300DI-08RIM: 721.063DI-10RIM: 721.049MH-04RIM: 720.414DI-12RIM: 720.404DI-11RIM: 719.895EX. DI-01RIM: 719.236EX. DI-02RIM: 718.101EX. DI-03RIM: 716.33771571573573573573573573073
07257257
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5 CENTRAL AVENUE (PUBLIC STREET)60' PUBLIC R/W24' SETBACKCENTRAL AVENUE (PUBLIC STREET)60' PUBLIC R/WMAJOR THOROUGHFAREFUTURE R/W24' SETBACKFUTURE R/WEXISTING CVSPHARMACYCSX RAILROAD200' RAILROAD R/W
EXISTING R/WEXISTING R/WCOMMONWEALTH AVENUEPRIVATE STREETUPFITRETAILBUILDINGOFFICEBUILDINGMULTIFAMILYBUILDINGSERVICE / FIREACCESS DRIVE
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FFE = 720.50'FFE = 720.38'FFE = 720.11'735.00'FUTURE TENANT AREA
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WVAN T719.61719.48720.35719.88721.06719.88720.91721.65720.56724.83720.36720.35720.56721.21720.16722.99735.02734.43728.82730.72728.96730.45735.25734.29733.72732.61731.96731.80733.38730.10727.92734.91734.99732.32728.14727.19725.53724.89724.58733.67734.39734.61720.03719.48718.82719.58720.07720.02720.19731.48733.31732.13731.01734.44735.03728.14717.69717.65718.06718.20718.45718.57718.87718.38718.09718.09718.05720.12TC:724.48BC: 723.98TC:724.04BC: 723.54TC:724.35BC: 723.85TC:724.52BC: 724.02TC:724.60BC: 724.10TC:725.36BC: 724.86TC:725.71BC: 725.21TC:726.28BC: 725.78TC:727.22BC: 726.72TC:729.43BC: 728.93TC:731.19BC: 730.69TC:734.11BC: 733.61TC:735.76BC: 735.26TC:734.62BC: 734.12TC:734.56BC: 734.06TC:731.82BC: 731.32TC:731.50BC: 731.00TC:730.31BC: 729.81TC:729.65BC: 729.15TC:728.86BC: 728.36TC:726.99BC: 726.49726.68725.25724.66724.50724.30724.36724.58BC: 724.792.1
6
%TC:729.92BC: 729.42TC:730.98BC: 730.48TC:734.05BC: 733.55TC:733.90BC: 733.40TC:733.74BC: 733.24TC:733.49BC: 732.99TC:733.61BC: 733.11TC:733.79BC: 733.29TC:733.75BC: 733.25TC:734.83BC: 734.33TC:734.69BC: 734.19718.43719.58718.91718.16719.85721.471.05%
1.06%2.87%3.98%4.00%3.88%2.94%3.84%3.93%0.38%2.46%720.25724.28724.78725.08724.49724.40734.05733.86TC:732.58BC: 732.08724.25728.48724.88725.12734.98734.18733.98733.98733.98733.98733.98734.98734.98734.98734.98734.98731.98725.12725.12724.88724.88734.81734.53734.13730.44EX. MH-32RIM: 734.267EX. CB-33RIM: 733.610CB-21RIM: 727.452MH-20RIM: 725.586CB-19RIM: 724.944MH-18RIM: 724.798MH-17RIM: 724.627CB-15RIM: 724.040CB-16RIM: 723.803DI-14RIM: 721.711DI-23RIM: 721.032DI-25RIM: 720.405DI-12RIM: 720.404DI-24RIM: 720.231DI-22RIM: 720.129DI-13RIM: 720.129DI-11RIM: 719.895TC:728.34BC: 727.84TC:728.72BC: 728.227357
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COMMONWEALTH AVENUE (PUBLIC STREET)80' PUBLIC R/W735.00'734.00'734.20'728.50'725.14'724.90'725.00'732.00'735.00'735.00'CENTRALSQUARETGALSCE1330 CENTRAL AVE.CHARLOTTE, NC1019488DETAILED GRADING ANDSTORM DRAINAGE PLANN/ALDLDLDC5-021/14/2021 11:34 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-30X42.DWT0 1"=10'20'40'20'KEY 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.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENT -1ST SUBMITTAL01.13.2021
TENANT AREA TENANT AREATENANT AREATENANT AREA198 SFFIRE COMMAND266 SFFIRE PUMP/ RISER ROOM 478 SFGENERATORELECTRICALOFFICE LOBBYFUTURE TENANT AREA WOMENMEN PARKING STAIR BSHAFTJANITORDATAELEC.MECH.FUTURE TENANT AREAFUTURE TENANT AREA STAIR A FUTURE TENANT AREAELEV. 1 ELEV. 2ELEV. 3
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WVAN TTTMULTI-FAMILY/RETAILTRASH +RECYCLINGROOMTRASH + TRANSFORMERENCLOSURETRASH AREAMIDWOOD SQUARE TOWNHOMEOWNERS ASSOCIATIONID# 08117766ZONE: TOWNHOUSE COMMONAREAHARKEY LAND COMPANYID# 08117708ZONE: I-2USE: INDUSTRIALPLAZA MIDWOOD CHARLOTTE 3 LPID# 08117702ZONE: B-2USE: INDUSTRIALMP ONE305 CENTRAL APARTMENTS LLCID# 08118113ZONE: B-2USE: COMMERCIALPLAZA MIDWOOD CHARLOTTE 1 LPID# 08117506ZONE: B-2USE: COMMERCIALKINDRED FRUIT PROPERTIESID# 08117507ZONE: B-2USE: COMMERCIALPLAZA MIDWOODCHARLOTTE 1 LPID# 08117508ZONE: B-2USE: COMMERCIALMISSION CENTRAL VENTURE ONE LLCID# 08117509ZONE: B-2USE: MULTI-FAMILYCENTRAL BRIDGE HOLDINGSID# 08117511AZONE: B-2USE: COMMERCIALCCC THE EDISON LLCID# 08117604ZONE: B-2USE: MULTI-FAMILY1801 COMMONWEALTH LLCID# 08117602ZONE: B-2USE: COMMERCIALA & R HOLDINGS 1 LLCID# 08117601ZONE: MUDD - OUSE: COMMERCIALPROP. CROSSWALK TOMATCH EXISTINGPROP. CROSSWALK TOMATCH OTHER EXISTINGCROSSWALKS ALONGCENTRAL AVE.8' HARDSCAPE/PLANTING ZONE8' CONCRETE SIDEWALK8' PLANTING STRIP11' TRAVEL LANE TYP.8' HARDSCAPE ZONE16' CONCRETE SIDEWALK8' HARDSCAPE ZONE22.
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'22.00'CENTRAL AVENUE(CDOT PUBLIC STREET)60' PUBLIC R/WMAJOR THOROUGHFARE24' SETBACK/SUECENTRAL AVENUE(CDOT PUBLIC STREET)60' PUBLIC R/WMAJOR THOROUGHFAREFUTURE R/W24' SETBACK/SUEFUTURE R/WEXISTINGBUILDINGCSX RAILROAD200' RAILROAD R/WCSX RAILROAD200' RAILROAD R/W
EXISTING R/WEXISTING R/WEX
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GORDON ST (CDOTPUBLIC STREET)50' PUBLIC R/WPUBLIC ACCESS EASEMENTPUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENTPUBLIC ACCESSEASEMENTLIMIT OF WORKLIMIT OF WORK16'
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ECONTROLED ACCESS*NO ACCESS OF IMPROVEMENTSPROPOSED IN R/W11' TRAVEL LANE TYP.8' HARDSCAPE ZONE8' CONCRETE SIDEWALK8' HARDSCAPE ZONE16' CONCRETE SIDEWALK16' CONCRETE SIDEWALKBIKE ROOM ON LEVEL 1:52 LONG TERM SPACESSHORT TERM BIKEPARKING: 6 SPACESSHORT TERM BIKEPARKING: 4 SPACESLOADING DOCKSHORT TERM BIKEPARKING: 6 SPACESSHORT TERM BIKEPARKING: 4 SPACESRETAILTRASHRETAILRECYCLINGRESIDENTIALTRASH/RECYCLINGRESI.LEASINGRETAIL ARETAIL BRETAIL CRETAIL ERETAIL FRETAIL GRETAIL HRETAIL ARETAIL BOFFICELOBBYRETAIL CRETAIL DRETAIL ARETAIL BRETAIL CRETAIL DMULTI-FAMILYAMENITY COURTYARDON LEVEL 3 ABOVEPRIVATE OPENSPACE: ±5,000 SFMULTI-FAMILY POOLCOURTYARD ONLEVEL 3 ABOVEPRIVATE OPENSPACE: ±8,500 SFRETAIL DPUBLIC OPEN SPACE:±4,000 SFPUBLIC OPEN SPACE:±7,800 SFPARKING SETBACK25' FROM SETBACK PER TOD ORDINANCE40.0
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40.00'30.00'SHORT TERM BIKEPARKING: 6 SPACESSHORT TERM BIKEPARKING: 6 SPACESSHORT TERM BIKEPARKING: 6 SPACESSHORT TERM BIKEPARKING: 6 SPACESSHORT TERM BIKEPARKING: 6 SPACESPARKING SETBACK25' FROM SETBACK PER TODORDINANCE8' CONCRETE SIDEWALKTRANSFORMERDOGPARKMODIFIED TYPE II DRIVEWAYMODIFIED TYPE II DRIVEWAYPARKING SCREENINGTEMPORARYCONSTRUCTIONLAY DOWN AREATEMPORARYSURFACEPARKING LOT200.00'200.00'PROPOSED R/W EQUAL TO EXISTINGR/W LINE ALONG US74 BETWEEN I-277AND ALBEMARLE ROAD PER ZONINGORDINANCEEXISTING WALLEXISTINGHIGHWAY FENCETO REMAINEXISTINGHIGHWAYFENCE TOREMAINEXISTING 2'-6"CURB + GUTTEREXISTINGSIDEWALKTGACSE CENTRAL SQUARE LLCID# 08117724ZONE: B-2USE: COMMERCIALMODIFIED TYPE II DRIVEWAYBIKE STORAGE INPARKING DECKON LEVEL 1:21 LONG TERMSPACESCENTRALSQUARETGALSCE1330 CENTRAL AVE.CHARLOTTE, NC1019488OVERALL SITE PLANN/ALDLDLDC1-201/14/2021 11:37 AM SAM LODEBOLE \\CHFILES\PROJECTS\_2019\1019488\CAD\DOCUMENTATION\1019488_PLN_OVRL.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.COMNC ENG. FIRM LICENSE # C-0658VICINITY MAP - NOT TO SCALECENTRAL AVENUECSX RAIL LINETHE PLAZ
AINDEPENDENCE BLVDSITE1LAND DEVELOPMENT -1ST SUBMITTAL01.13.2021 1" = 40'8040020DEVELOPMENT SUMMARYPARCEL NO:08117723, 08117723SITE AREA: ±10.67 ACRESCURRENT USE: RETAIL, PARKINGPROPOSED USE:RETAIL, OFFICE, MULTI-FAMILY, PARKINGZONING:B-2 (PED. OVERLAY) + TOD-UC (PETITION #2020-115)SITE JURISDICTION:CITY OF CHARLOTTEMAX. FLOOR AREA RATIO:NO MAX.PROPOSED GROSS FLOOR AREA:-OFFICE/RETAIL BLDG:±144,912 SF OFFICE±3,148 SF RETAIL±9,621 SF RESTAURANT-UPFIT RETAIL BLDG:±9,710 SF RETAIL±9,588 SF RESTAURANT-VINTAGE BLDG 1:±4,724 SF RETAIL±6,985 SF RESTAURANT-VINTAGE BLDG 2:±20,278 SF RETAIL-MULTI-FAMILY/RETAIL BLDG:±414,972 SF MULTI-FAMILY±19,874 SF RETAIL±16,712 SF RESTAURANTBUILDING HEIGHT:BASE HEIGHT:40'MAXIMUM: 100'BUILDING HEIGHT CAN INCREASE 1' IN HEIGHT , OVER 40', FOREVERY 10' IN DISTANCE FROM PROPERTY LINE OF THENEAREST SITE ZONED FOR RESIDENTIAL PURPOSESMULTI-FAMILY UNIT COUNT:383 UNITS (FOR RENT)PROPOSED BUILDING HEIGHT:-OFFICE BUILDING:102' -0" MEASURED FROM AVERAGE GRADE-MULTI-FAMILY BUILDING:84'-6" MEASURED FROM AVERAGE GRADE-EXISTING RETAIL BUILDINGS:22'-0"-VINTAGE 1 BUILDING:41'-0"-VINTAGE 2 BUILDING:25'-5"(*REFER TO ARCH. ELEVATIONS FOR ADDITIONAL INFO.)SETBACK FROM CENTRAL AVENUE:-24' FROM BACK OF CURBSETBACK FROM PECAN AVENUE (B-2 PED OVERLAY ZONING):-24' FROM BACK OF CURBSETBACK FROM PECAN AVENUE (TOD-UC ZONING - OTHER PRIMARY FRONTAGE TYPE):-16' FROM BACK OF CURBPUBLIC ACCESS EASEMENT ALONG PRIVATE STREET:-16' FROM FUTURE BACK OF CURBSIDE YARD:-ABUTTING RESIDENTIAL USE OR ZONING:5'-ALL OTHER CONDITIONS:NONEREAR YARD:-ABUTTING RESIDENTIAL USE OR ZONING:20'-ALL OTHER CONDITIONS:5'TRASH/RECYCLING REQUIRED:-OFFICE: SPACE SHOULD BE SET ASIDE FOR LARGE WASTE CONTAINERS ANDRECYCLING CONTAINERS.-RETAIL:SPACE SHOULD BE SET ASIDE FOR LARGE WASTE CONTAINERS ANDRECYCLING CONTAINERS.-MULTI-FAMILY:--TRASH:8 CUBIC YARD DUMPSTER PER 30 UNITS OR 8 CUBIC YARDCOMPACTOR TYPE OF LARGE WASTE CONTAINER PER EVERY 90 UNITS--RECYCLING:5 RECYCLING STATIONS - 5 x 144 SF (720 SF TOTAL)TRASH/RECYCLING PROVIDED:-OFFICE + RETAIL BUILDING:DUMPSTER ENCLOSURE PROVIDED WITHIN UPFITEXISTING RETAIL BUILDING-RETAIL (EXISTING):DUMPSTER ENCLOSURE PROVIDED WITHIN BACK OFBUILDING-RETAIL (VINTAGE 1 + 2):DUMPSTER'S PROVIDED AT SOUTH OF VINTAGEBUILDING 2 ALONG SERVICE DRIVE TURNAROUND-MULTIFAMILY + RETAIL:--TRASH: ONE 30 YARD SELF CONTAINED COMPACTOR FOR MULTI-FAMILY + ONE30 YARD SELF CONTAINED COMPACTOR FOR RETAIL.--RECYCLING: TWO RECYCLING ROOMS (ONE FOR MULTI-FAMILY, ONE FORRETAIL) PROVIDED IN SERVICE COURT. MULTIFAMILY RECYCLING ROOM HASROOM FOR 25 BINS AND IS 941 SF.URBAN OPEN SPACE REQUIRED:-RESIDENTIAL USE--PRIVATE: 1 SF/100 SF GROSS FLOOR AREA OR 1 SF/200 SF LOT AREA,WHICHEVER IS GREATER.---(414,972 SF/100 SF) = ±4,150 SF REQUIRED--PUBLIC: NONE REQUIRED-NON-RESIDENTIAL USE--PRIVATE: NONE REQUIRED--PUBLIC: 1 SF/100 SF GROSS FLOOR AREA OR 1 SF/200 SF LOT AREA,WHICHEVER IS GREATER.---(245,552 SF/100 SF) = ±2,456 SF REQUIREDURBAN OPEN SPACE PROVIDED:-PRIVATE:±13,500 SF (POOL + AMENITY COURTYARDS ON LEVEL 3WITHIN MF BUILDING *SEE PLAN FOR LOCATION-PUBLIC:±11,800 SF *SEE PLAN FOR LOCATIONPARKING SUMMARYPEDESTRIAN OVERLAY DISTRICT STANDARDSTHE REQUIRED NUMBER OF PARKING SPACES FOR ANY BUILDING WITHIN THE PED OVERLAY DISTRICT, INCLUDING MIXEDUSE BUILDINGS, IS THE SUM TOTAL OF THE REQUIREMENTS FOR EACH USE IN THE BUILDING CALCULATED SEPARATELY*A 25% PARKING REDUCTION IS ALLOWED IF THE PROPERTY IS LOCATED WITHIN 400 FEET OF A PARKING FACILITYAVAILABLE TO THE PUBLIC. (SUCH FACILITY MUST PROVIDE AT LEAST 25% OF THE PARKING SPACES FOR PUBLIC USE.)SPACES REQUIRED FOR RESIDENTIAL USES: 1 SPACE PER DWELLING UNIT-SPACES REQUIRED:383 SPACES-SPACES PROVIDED:383 SPACESSPACES REQUIRED FOR RESTAURANTS: 1 SPACE PER 125 SQ FT-SPACES REQUIRED:344 SPACES (±42,906 SF / 125 SF)-SPACES PROVIDED:344 SPACESSPACES REQUIRED FOR OTHER NON RESIDENTIAL:1 SPACE PER 600 SQ FT-SPACES REQUIRED (RETAIL):97 SPACES (±57,734 SF / 600 SF)-SPACES PROVIDED (RETAIL):97 SPACES-SPACES REQUIRED (OFFICE):242 SPACES (±144,912 SF / 600 SF)-SPACES PROVIDED (OFFICE):309 SPACESGRAND TOTAL SPACES REQUIRED:1,066 SPACESPARKING DECKS:-OFFICE BUILDING SPACES:225 SPACES-MULTI-FAMILY BUILDING SPACES:772 SPACESON-STREET SPACES PROVIDED-PARALLEL ALONG PRIVATE STREET:18 SPACES-PARALLEL ALONG SERVICE DRIVE:13 SPACES* (2) ON STREET ACCESSIBLE SPACES REQUIRED, (2) SPACES PROVIDEDSURFACE PARKING-PARKING LOT:98 SPACES-HEAD IN ALONG SERVICE DRIVE:7 SPACES* (5) TOTAL ACCESSIBLE SPACES REQUIRED (1 VAN ACCESSIBLE), (5) ACCESSIBLESPACES PROVIDED (1 VAN ACCESSIBLE)GRAND TOTAL SPACES PROVIDED:1,133 SPACESADDITIONAL NOTES1.COMPLETION TIMETABLE- EXISTING BLDG. DEMOLITION:START MAY 2021- BUILDING CONSTRUCTION (PHASE I):START OCTOBER 2021- FINAL COMPLETION:DECEMBER 20242.DEMOLITION LANDFILL NOTE: THERE ARE NO KNOWN EXISTING DEMOLITIONLANDFILLS ON SITE. NO DEMOLITION LANDFILLS SHALL BE PERMITTED ON SITE.BIKE PARKING SUMMARYSPACES REQUIREDOFFICESHORT TERM:2, OR 1 PER 40,000 SQ FT, OR 30 MAX. SPACES4 REQUIRED (144,912 SF/40,000)LONG TERM:2, OR 1 PER 10,000 SQ FT, OR 50 MAX. SPACES15 REQUIRED (144,912 SF/10,000)RETAILSHORT TERM:5% OF AUTO PARKING OR 50 MAX. SPACES23 REQUIRED (441 RETAIL SPACES x 5%)LONG TERM:2 MIN., OR 1 PER 12,000 SQ FT, OR 1 PER 25 EMPLOYEES, OR 30MAX. SPACES9 REQUIRED (100,640 SF/12,000 SF)MULTI-FAMILYSHORT TERM:2, OR 1 SPACE PER 20 UNITS20 SPACES REQUIRED (383 UNITS/20)LONG TERM:NONE REQUIRED0 SPACES REQUIREDTOTAL SHORT TERM REQUIRED:47 SPACESTOTAL LONG TERM REQUIRED:24 SPACESSPACES PROVIDEDTOTAL SHORT TERM PROVIDED:50 SPACESTOTAL LONG TERM PROVIDED:21 SPACES IN OFFICE DECK52 SPACES IN MF BIKE ROOM