19019-Hillsborogh_Square-EMP-20210128

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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: 1/28/2021 Revision Date (if applicable): Click or tap to enter a date.

Brownfields Assigned Project Name: Hillsborough Square and Powerhouse Square

Brownfields Project Number: 19019-15-092 and 18026-14-092

Brownfields Property Address: EMP includes properties 404, 406, and 414 Hillsborough St.; 11 and 15
Harrington St.; 409 Edenton St.; and 505 and 513 West Jones St. 504 and 508 Hillsborough St.; and 11
N. West St. are not included in this EMP.

Brownfields Property Area (acres): 1.16
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): TC MidAtlantic Development II, Inc.
Contact Person: Jerry Ricciardi
Phone Numbers: Office: 202-295-3391 Mobile: [phone]
Email: [e-mail]

Contractor for PD: Barnhill Contracting Company
Contact Person: Wes Weaver
Phone Numbers: Office: 919-201-2684 Mobile: Click or tap here to enter text.
Email: [e-mail]

Environmental Consultant: Mid-Atlantic Associates
Contact Person: Katie Lippard
Phone Numbers: Office: 919-250-9918 Mobile: [phone]
Email: [e-mail]

Brownfields Program Project Manager: Sam Watson
Phone Numbers: Office: 910-796-7408 Mobile: Click or tap here to enter text.
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):
Click or tap here to enter text.

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM

Written advance Notification Times to Brownfields Project Manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsite task:

On-site assessment or remedial activities:……………………………………….…… 10 days Prior ☒

Construction or grading start:……………………………………….………………………. 10 days Prior ☒

Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ……………………………….……………………………………. Within 48 hours ☒

Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones):…………….……….……… Within 48 hours ☒

Installation of mitigation systems:………………………….………………….……….. 10 days Prior ☒

Other notifications as required by local, state or federal agencies to implement redevelopment
activities: (as applicable): ……………………….…………………………………………..… Within 30 days ☒

REDEVELOPMENT PLANS

1) Type of Redevelopment (check all that apply):
☒Residential ☐Recreational ☐Institutional ☐Commercial ☒Office ☒Retail ☐Industrial
☐Other specify:
Click or tap here to enter text.

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

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slabs/pavement, grading plans and planned construction of new structures:
Please see Attachment A for site conceptual design plans and cut/fill plans. The subject site is
comprised of seven parcels (P1 through P7) totaling 1.16 acres located in a historic district west
of downtown Raleigh, North Carolina. The site location is depicted on Drawing 1 attached to this
document. The site has been historically used for commercial and mixed-use purposes and is
currently vacant. The subject site is developed with five of the seven parcels containing masonry
block structures. Four buildings, located in the southern portion of the site on parcels P1 through
P6, are enclosed and total approximately 34,349 square feet (sq ft). The fifth building is the
Powerhouse parking structure located on the northwest parcel (P7) of the subject site. The six
parcels on the east side of N. West Street, (P1 through P6), are about to undergo redevelopment
with a mix of retail, office and residential. Given the antiquity and irreparable condition of the
34,350 sq ft of existing buildings on the subject property, the on-site structures will be
demolished during redevelopment and new building structures will be erected. Refer to the
conceptual design plans provided in Attachment A and Drawings 2 through 6 for additional
details.

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: 11/30/2020

b) Anticipated duration (specify activities during each phase):
~22 Months

c) Additional phases planned? ☐ Yes ☐ No
If yes, specify the start date and/or activities if known:

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Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.

Start Date: Click or tap to enter a date. Planned Activity:
Click or tap here to enter text.

Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.

d) Provide the planned date of occupancy for new buildings: 9/30/2022

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):
No contaminants in soil have been detected at concentrations that exceed the preliminary soil
remediation goals (PSRGs) established by the NCDEQ Division of Waste Management (DWM),
with the exception of benzo(a)pyrene (BAP) and arsenic. BAP was detected at estimated
concentrations in composite soil samples collected from the shallow strata and deep strata in the
southwest portion of the site. The estimated concentrations of BAP exceed the Residential and
the Protection of Groundwater PSRGs, but are below the Industrial/Commercial PSRG. The
average concentrations of BAP over the approximately 0.25-acre area are 0.094 milligrams per

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kilogram (mg/kg) for the shallow strata, and 0.058 mg/kg for the deeper strata, both below the
Residential and Protection of Groundwater PSRGs. Arsenic concentrations identified in both the
shallow and deep strata across the site, exceeds the Residential and Industrial/Commercial
PSRGs, but are below the Protection of Groundwater PSRG. The arsenic concentrations fall
within levels believed to be found naturally in North Carolina soils and are not considered to be
site contaminants. Lead concentrations identified at two feet bls in the southwestern portion of
the site exceeds the toxicity characteristic leaching procedure (TCLP) Rule of 20, but is below the
PSRGs. See Attachments B, C, D and Drawings 5 and 6 for soil sampling locations, findings and
analytical data.

2) Depth of known or suspected contaminants (feet):
The soils with estimated concentrations of BAP were encountered in both the shallow strata
from 0 to 5 feet below land surface (bls) and the deep strata from 5 to 12 feet bls in the
southwest portion of the site. The BAP detected in these strata appears to be attributable to the
ubiquitous nature of BAP in urban environments, and not a release of contaminants.

Arsenic concentrations were detected in both the shallow and deep strata across the site. The
arsenic concentrations fall within levels believed to be found naturally in North Carolina soils and
are not considered to be site contaminants.

Lead was identified at two feet bls in one location in the southwestern portion of the site at
concentrations that exceeds the TCLP Rule of 20, but is below the Residential,
Industrial/Commercial, and Protection of Groundwater PSRGs.. 3) Area of soil disturbed by redevelopment (square feet):
Nearly the entire surface area of parcels P1 through P6 will be disturbed, totaling approximately
34,350 sq feet. Minimal disturbance is expected to parcel P7, which will contain the Powerhouse
Parking Deck.

4) Depths of soil to be excavated (feet):
Areas where soils will be disturbed are planned to be no deeper than 10 feet bls.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
As part of the redevelopment activities on parcels P1 through P6, significant portions of the site
will require soil excavation. Approximately 10,580 cubic yards of soil is planned to be excavated
during redevelopment. An additional volume of soil will be produced during pile cap excavation
and auger cast drilling. The pile cap excavation and drilling spoil volume is currently estimated to
be approximately 1,800 cubic yards. This material is planned to remain on-site and be used as
backfill during redevelopment activities. Subsurface disturbance on parcel P7, containing the
Powerhouse parking structure, will be minimal. Redevelopment activities on this parcel include
the addition of an elevator lobby and stairs. Soil volume removal is estimated be approximately
30 yards or less, although design plans for redevelopment on this parcel are not finalized.

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6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
As outlined in the February 11, 2020 Beneficial Soil Assessment Report provided in Attachment B,
soils targeted for excavation have been characterized and are reported to be below the PSRGs,
with the exception of shallow soils that extend from grade surface to approximately five feet bls
in the southwestern portion of the site that contains BAP at concentrations exceeding PSRGs.
The estimated concentrations of BAP exceed the Residential and the Protection of Groundwater
PSRGs, but are below the Industrial/Commercial PSRG. Lead concentrations identified in one
sample collected at two feet bls in southwestern portion of the site exceeds the TCLP Rule of 20,
but is below the PSRGs. The total estimated quantity of soil impacted with BAP and lead is
anticipated to be ~1,000 cubic yards.

In addition, Arsenic concentrations exceed the Residential and Industrial/Commercial PSRGs
across the site, but are below the Protection of Groundwater PSRG. The arsenic concentrations
fall within levels believed to be found naturally in North Carolina soils and are not considered to
be site contaminants.

If field observations indicate the potential presence of contaminated soil, the soil will either be
reused on-site if geotechnically feasible, or disposed of at a permitted facility. If site soil is
disposed of at a permitted facility, soil samples will be collected and analyzed by the methods
required by the facility. If contaminated soils are identified and require disposal at an off-site
facility, those soils will be disposed of in accordance with local, state, and federal requirements,
and the NCBP will be notified prior to disposing of soils off-site.

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
As stated above, the total estimated quantity of soil impacted with BAP and lead is anticipated to
be ~1,000 cubic yards and includes an area approximately 80’ long x 65’wide located in the
southwest corner of the site and extends to a depth of 5’ bls. The area is depicted as Block 3 and
Block 4 on Figure 3 of the February 11, 2020 Beneficial Soil Assessment Report included in
Attachment B. These soils will be excavated and disposed of at a permitted facility in accordance
with local, state, and federal requirements, and the NCBP will be notified prior to disposing of
soils off-site.

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

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☐ 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)
Lead concentrations in sample B-3S (140 mg/kg) collected in the
southwestern portion of the site as part of the Beneficial Soil Assessment,
exceed the TCLP Regulated Level of 5 parts per million (ppm) when applying
the Rule of 20. The selected disposal facility will be notified of the lead
concentrations at this location prior to off-site disposal, and additional
sampling and analysis will be conducted, if required by the disposal facility.

☒ If no, explain rationale:
One of the soil samples collected in the southwestern portion of the site as part
of the Beneficial Soil Assessment, exceeds the TCLP Regulated Level of 5 parts
per million (ppm) when applying the Rule of 20. Based on conversations with the
two proposed disposal facilities (Triangle Area Earth Corporation and Red Rock
Landfill), the material would not be considered hazardous. Triangle Area Earth
Corporation has requested that an additional sample be collected from the lead
impacted area and analyzed for total lead concentrations. The Red Rock C&D
Landfill has requested that a sample be collected the lead impacted area and
analyzed for TCLP Lead.

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d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.

2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
☒ Preliminary Health-Based Residential SRGs
☐ Preliminary Health-Based Industrial/Commercial SRGs
☒ Division of Waste Management Risk Calculator (For Brownfields Properties Only)
☐ Site-specific risk-based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.

Additional comments:
Any suspect soil encountered during construction will be managed as described in Part 1.A 3
below.

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:
If impacted soil is identified and excavated during redevelopment it will be reused on the
site if geotechnically feasible. If reused on-site, the impacted soil will be capped with the
proposed buildings, parking deck, and hardscape.
☒ 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:
If impacted soils are encountered and will be reused on site, we will manage them as indicated above.

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Management of fugitive dust from site
☒ Yes, describe the method will include:
If necessary, dust control will be implemented using water in a manner typically used at
construction sites.

☐ 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:
Soils from grade to approximately five feet bls in the southwestern corner of the site in
Blocks 3 and 4 (Beneficial Use Soil Assessment Report, Figure 3) will be segregated for off-
site disposal at a permitted facility. These areas will be marked in the field prior to the
onset of grading/excavation activities. For all other soils disturbed as part of the
redevelopment activities, visual and olfactory evaluation will be conducted by construction
crews during excavation and grading. Construction crews will be advised to notify the
environmental professional if suspected impacts are observed.

☐ 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.):
To evaluate and characterize soils that are planned for excavation, a Beneficial Use Soil
Assessment was conducted by Mid-Atlantic Associates, Inc. The sampling methods and
findings of this assessment are documented in the February 11, 2020 Beneficial Use Soil
Assessment Report included in Attachment B of this document. The assessment indicates
that soils planned to be excavated during the redevelopment are below the PSRGs, with
the exception of shallow soils that extends from grade surface to approximately five feet
bls in Blocks 3 and 4 (Beneficial Use Soil Assessment Report, Figure 3). Estimated
concentrations of BAP in Blocks 3 and 4 exceed the Residential and the Protection of
Groundwater PSRGs, but are below the Industrial/Commercial PSRG. Arsenic
concentrations identified across the site exceed the Residential and
Industrial/Commercial PSRGs, but are below the Protection of Groundwater PSRG and are
consistent with naturally occurring concentrations. Lead was also identified at 2 feet bls in
one sample in Block 3 at concentrations exceeding the TCLP Rule of 20, but below the
PSRGs.

If any cut soils are stockpiled on-site that are planned for off-site disposal, samples of the
stockpiled material will be collected and analyzed in accordance with treated soil
stockpile sampling methods detailed on page B-13 of the Inactive Hazardous Sites
Program Guidelines for Assessment and Cleanup of Contaminated Sites (January 2020).

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Soils requiring off-site disposal, will be disposed of in accordance with local, state, and
federal requirements, and the North Carolina Brownfields Program (NCBP) will be notified
prior to disposing of soils off-site.

If soils are disposed of at a permitted facility, samples will be collected and analyzed by
the methods required by the facility. Soils requiring off-site disposal, will be disposed of in
accordance with local, state, and federal requirements, and the North Carolina
Brownfields Program (NCBP) will be notified prior to disposing of soils off-site.

If soils are to be disposed of at a non-permitted facility one composite sample per 1,000
cubic yards for the first 5,000 cubic yards, plus one composite sample for each additional
5,000 cubic yards with each composite sample consisting of three to five aliquots from
varying depths will be collected and analyzed for VOCs (8260), SVOCs (8270), and 8 RCRA
metals (7471A and 6010B) with at least 10% of samples also analyzed for hexavalent
chromium in accordance with Method 7199. The soils will be disposed of in accordance
with local, state, and federal requirements, and the Program will be notified prior to
disposing of soils off-site.

☐ 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): Methods 7471A and 6010B
☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text.
☒ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.): Specify Analytical Method Number(s): Hexavalent Chromium 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:

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☒ 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): Methods 7471A and 6010B
☐ 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 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.
Soils will be disturbed as shown on the cut and fill analysis provided in Attachment A. The
final grade at the completion of the redevelopment will consist of clean, imported fill
(tested prior to being brought on-site) with the majority located under the hard scape and
sidewalk around the perimeter of the site, and beneath new building

In accordance with Land Use Restriction 3. C of the November 23, 2016 Notice of
Brownfields Property for Hillsborough Square, surficial soil sampling will be required if any
soil areas are exposed after the completion of the development. In the event that soil
remains exposed at the completion of the development, a final grade sampling work plan
will be submitted under separate cover for review and approval by NCBP.

☒ If final grade sampling was NOT selected please explain rationale:
Soils will be disturbed as shown on the cut and fill analysis provided in Attachment A. The
final grade at the completion of the redevelopment will consist of clean, imported fill
(tested prior to being brought on-site) with the majority located under the hard scape and
sidewalk around the perimeter of the site, and beneath new building.

Click or tap here to enter text.

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Part 1.B. IMPORTED FILL SOIL

NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM. According to the Brownfields IR 15, “Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written
approval in advance by the Brownfields Program), will safeguard the liability protections provided
by the brownfields agreement and is in the best interest of the prospective developer/property
owner.”

Requirements for importing fill:

1) Will fill soil be imported to the site?................................................ ☐ Yes ☐ No ☒ Unknown

2) If yes, what is the estimated volume of fill soil to be imported?
NA

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.)
Click or tap here to enter text.

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:
This is primarily a cut site and import of fill material is not anticipated. If fill import is required
during construction, the PD and selected contractor will identify the proposed fill source and
evaluation of the source will be conducted.

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 import fill is required, the PD and selected contractor will identify the source for backfill
material at the site. If the source is virgin quarry stone product, sampling will not be conducted.
If the borrow material is obtained from another source, prior to import on-site, soil samples will
be collected from the fill source to certify that backfill brought on-site is free of contaminants.
The import material will be analyzed in accordance with NCBP’s general import sampling
guidelines for the following import scenarios:

For soil import or other material proposed for import that is virgin overburden or non-rock
material (i.e. sand or soil) from a quarry permitted by North Carolina Division of Energy, Mineral,
and Land Resources (NCDEMLR), a minimum of one sample for VOCs, SVOCs, and RCRA metals
plus hexavalent chromium will be collected per site per event. The analytical sample will be
composited from three to five aliquots sampling points and analyzed for SVOC and RCRA metals
(plus hexavalent chromium), and one grab sample will be analyzed for VOCs.

If fill soil is to be obtained from a source other than a permitted quarry, then the historical uses
and location of the proposed borrow source will be established and documented in a sampling

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EMP Version 2, June 2018
plan, which will be submitted for DEQ review and approval. The sampling plan will include a
scope of work based on the available history of the borrow source. Samples will either be
collected in situ or from an existing stockpile, but the sample frequency will be based on the
volume of material needed.

• If the history of the property is known and it has not been developed, or the developed
history does not indicate an environmental concern, for an import volume >5,000 cubic
yards: five composite samples for the first 5,000 cubic yards plus one composite sample
for each additional 5,000 cubic yards with each composite sample consisting of three
tofive aliquots from varying depths will be collected and analyzed for SVOCs and RCRA
Metals (plus hexavalent chromium). One grab sample will also be collected along with
each of the composite samples and analyzed for VOCs.

• If the material is from an unknown source or from a previously developed property
where limited available data exists, for an import volume >5,000 cubic yards, 10
composite samples for the first 5,000 cubic yards plus one composite sample for each
additional 5,000 cubic yards with each composite sample consisting of three to five
aliquots from varying depths will be collected and analyzed for SVOCs and RCRA Metals
(plus hexavalent chromium). One grab sample will also be collected along with each of
the composite samples and analyzed for VOCs.

Additional analyses may be required, depending on the program or contaminant of concern at
the source property.

A report summarizing sampling events will be submitted to the regulating agency and signed and
sealed by a licensed professional engineer or geologist. Analytical results, for which a chemical
constituent is detected at a concentration exceeding either the latest health based or protection
of groundwater PSRGs, will be entered in the DEQ Risk Calculator to confirm concentrations are
below acceptable risk targets or site-specific background soil concentrations for metals for the
regulated property. If concentrations are acceptable, the borrow material will be approved by
the regulating program for use as fill at the property.

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): Method 7471A and 6010B
☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s):

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Click or tap here to enter text.
☒ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.): Hexavalent Chromium by Method 7199

7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in-situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
Once the fill source is determined and the need for sampling confirmed (not virgin quarry stone
product) testing and sampling rates will be conducted in accordance with those indicated in Part
1.B 5 and 6 above if the material is being sourced from a permitted quarry. If the material is being
obtained from a source other than a permitted quarry, a sampling plan will be submitted under
separate cover to DEQ for review and approval.

Part 1.C. EXPORTED SOIL

NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM,
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO
ENFORCEMENT. JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES. Please refer to Brownfields IR 15 for
additional details.

1) If export from a Brownfields Property is anticipated, please provide details regarding the
proposed export actions. Volume of exported soil, depths, location from which soil will
be excavated on site, related sampling results, etc. Provide a site map with locations of
export and sampling results included.
As described above, as much as 10,580 cubic yards of soil could be exported from the subject
site. This soil will be a combination of soils from on-site cuts (described in Part 1.B.) Due to
construction sequencing, we anticipate that the export soil will be generated several times
during construction. However, site constraints prohibit stockpiling soil on site for extended
periods of time.

Thus, a Beneficial Use Soil Assessment was conducted to characterize soils to be disposed of off-
site. The results of this report are provided in the February 11, 2020 Beneficial Use Soil
Assessment Report included in Attachment B. The assessment indicates that soils planned to be
excavated during the redevelopment are below the PSRGs, with the exception of shallow soils
that extends from grade surface to approximately five feet bls in Blocks 3 and 4 (Beneficial Use
Soil Assessment Report, Figure 3). Estimated concentrations of BAP in Blocks 3 and 4 exceed the
Residential and the Protection of Groundwater PSRGs, but are below the Industrial/Commercial
PSRG. Arsenic concentrations identified across the site exceed the Residential and

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Industrial/Commercial PSRGs, but are below the Protection of Groundwater PSRG and are
consistent with naturally occurring concentrations. Lead was also identified at 2 feet bls in one
sample in Block 3 at concentrations exceeding the TCLP Rule of 20, but below the PSRGs.

These known impacted soils and any other impacted soils encountered during the site
redevelopment that have not been previously characterized, will be either reused on-site if
geotechnically feasible, or disposed of at a permitted facility. If site soil is disposed of at a
permitted facility, soil samples will be collected and analyzed by the methods required by the
facility. Soil requiring off-site disposal will be disposed of in accordance with local, state, and
federal requirements, and the NCBP will be notified prior to disposing of soils off-site.

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

3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
As previously stated, impacted soils from Blocks 3 and 4 will be excavated and disposed of at a
permitted facility. As documented in email correspondence dated May 12, 2020 between Mid-
Atlantic Associates, LLC and NCBP, both the Red Rock Disposal Landfill located 7130 New
Landfill Drive, Holly Springs, NC and Triangle Area Earth Corporation located at 336 Denton Ln,
Zebulon, NC have been approved as disposal facilities by NCBP. If soil requiring off-site disposal
is planned to be disposed of at an alternate location, the soil will be disposed of in accordance
with local, state, and federal requirements, and the NCBP will be notified prior to disposing of
soils off-site.

Part 1.D. MANAGEMENT OF UTILITY TRENCHES

☐ Install liner between native impacted soils and base of utility trench before filling with clean fill

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(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:
Click or tap here to enter text.

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?
Depth to groundwater ranges across the site from approximately 18.5 feet bls to 30 feet bls.
2) Is groundwater known to be contaminated by ☒onsite ☐offsite ☐both or ☐unknown
sources? Describe source(s):
Contaminants related to petroleum have been detected in groundwater below the 404
Hillsborough Street parcel above North Carolina’s groundwater standards and include
bromodichloromethane and chlorodibromomethane. See Attachments C and D, and Drawings 5
and 6 for groundwater sampling locations and analytical data.

3) What is the direction of groundwater flow at the Brownfields Property?
Groundwater flow is expected to be towards the north-northwest.

4) Will groundwater likely be encountered during planned redevelopment activities?
☐Yes ☒No
If yes, describe these activities:
Cut depths on the site are not anticipated to exceed 10 feet bls.
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).
Groundwater encountered will be presumed contaminated and managed as such unless
analytical evidence suggests the groundwater is not contaminated. An environmental

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professional will be on call in the unlikely event that impacted groundwater is encountered
during redevelopment activities. At that time, the appropriate approach to managing the
encountered groundwater will be determined. Since the volumes of water generated would
likely be small, temporary containerization on site (drums, poly tank) with removal and disposal
at a permitted off-site facility would be used.

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
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):
Surface water bodies do not exist at the subject site. In the event evidence of stormwater
To our knowledge, monitoring wells used to test groundwater in prior assessments have been
abandoned.

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impacts are observed, the on-call environmental professional will be consulted to determine the
appropriate course of action. Since the volumes of water generated would likely be small,
temporary containerization on site (drums, poly tank) with removal and disposal at a permitted
off-site facility would be used, as necessary.

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):
NA

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?
A soil vapor assessment was conducted at the site in 2015. During this assessment chloroform was
found at a concentration of 270 micrograms per cubic meter (ug/m3) in the soil vapor at a depth of 15
feet bls on the southeast portion of the site. The chloroform concentration exceeds the Residential
Soil Gas Screening Levels (SGSLs), but is below the Non-Residential SGSLs. Chloroform is not a known
site contaminant. It is commonly found in municipal drinking water supplies, and the concentrations
identified in the site soil gas are likely attributable to a leak(s) from the municipal water lines on-site.

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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:
In the event evidence of soil vapor exposure is identified, the on-call environmental professional
will be consulted to determine an appropriate course of action. This course of action will likely
include an increase in ventilation using large capacity fan(s).

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:
Soil vapor at select areas of the site requested by the NCBP will be assessed once the on-site
buildings have been demolished, but prior to soil excavation activities. A work plan detailing the
sampling scope of work will be submitted to the Brownfields Program for approval prior to
conducing the soil vapor assessment activities.

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
In the event evidence of soil vapor exposure is identified, the on-call environmental professional
will be consulted to determine an appropriate course of action. This course of action will likely
include an increase in ventilation using large capacity fan(s).

See Attachments C and D, and Drawings 5 and 6 for soil vapor sampling locations and analytical data.

Soil vapor at select areas of the site requested by NCBP will be assessed once the on-site buildings
have been demolished, but prior to soil excavation activities. A work plan detailing the sampling scope
of work will be submitted to the Brownfields Program for approval prior to conducing the soil vapor
assessment activities.

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PART 7. INDOOR AIR – Please fill out the information below.
1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) If the structures where indoor air has been documented to exceed risk-based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ☐ Yes ☐ No ☐ Unknown
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:

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:
At the present time, data does not suggest a vapor intrusion risk at the site. Additional soil vapor
data will be collected once the buildings are demolished, and a final decision concerning the
need for a vapor intrusion mitigation system will be made.

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.
Click or tap here to enter text.

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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)
Methods 7471A and 6010B

☐ 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 Method 7199

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 text.

Underground Storage Tanks:
In the event a UST is encountered, the on-call 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 UST will be closed in accordance with NCDEQ UST Section’s
March 1, 2007 Guidelines for Site Checks, Tank Closure, and Initial Response and Abatement , for
UST Releases. The area in the vicinity of the UST will be assessed for evidence of a release.
Confirmation samples will be taken from the tank basin, side walls of the UST excavation, and at
ten-foot intervals along the product lines. Samples will be analyzed for VOCs, SVOCs, and RCRA
Metals.

Sub-Grade Feature/Pit:
In the event evidence of a sub-grade feature/pit is encountered, the on-call 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 historical function of
the feature/pit will be assessed to determine if environmental assessment is warranted. If sampling
is required, it will be conducted in accordance with the NCDEQ Inactive Hazardous Site Branch’s
(IHSB’s) January 2020 Guidelines for Assessment and Cleanup of Contaminated Sites.

Buried Waste Material:
In the event buried waste is encountered, the on-call environmental professional will be consulted
to determine the appropriate course of action. In addition, the Brownfield Program Project

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Manager will be informed of the discovery. The nature of the waste will be evaluated to determine
if environmental assessment is warranted. If sampling is required, it will be conducted in
accordance with the NCDEQ IHSB’s January 2020 Guidelines for Assessment and Cleanup of
Contaminated Sites.

Re-Use of Impacted Soils On-Site:
Impacted soils are not expected to be encountered or disturbed during the redevelopment. If
impacted soils are encountered during excavation activities, the impacted soils will be managed as
indicated in Part 1. A, 3.

If unknown, impacted soil is identified on-site, management on-site can be considered after the project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
Project Manager approval prior to final placement on-site.

If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
Click or tap here to enter text.

POST-REDEVELOPMENT REPORTING

☒ Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 2/28/2022

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

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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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DRAWINGS

P-7
P-3
P-1P-2
P-6 P-5
P-4N WEST STW JONES ST
W EDENTON ST
N HARRINGTON STHILLSBOROUGH ST
S WEST STS HARRINGTON STF
´
SITE MAPHILLSBOROUGH SQUARE AND POWERHOUSE SQUARE HILLSBOROUGH ST. AT N. WEST ST. RALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
APRIL 2019
000R2650.01
01G-R2650.01-2
1
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.2. PARCEL BOUNDARY AND ROAD DATA FROM WAKE COUNTY GIS.3. MID-ATLANTIC FIELD NOTES.
1:1,800
SITE PARCELS
PROPERTY LINES
0 150 300Feet
FFORMER FILLING STATIONSAND AUTO REPAIR
FORMER FILLING STATIONS
FORMER FILLING STATIONS
FORMER DRY-CLEANER
FORMER AUTOREPAIR
LUSTFORMER TAYLOR
PROPERTY
EBA
LEGEND:
N WEST STW MORGAN ST
W EDENTON ST N HARRINGTON STHILLSBOROUGH ST
S WEST STS HARRINGTON ST´
SITE PLAN
HILLSBOROUGH SQUARE AND POWERHOUSE SQUAREHILLSBOROUGH STREET AT NORTH WEST STREET
RALEIGH, NORTH CAROLINA
DRAWN
BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFT
CHECK:
GIS NO:
DWG NO:
REFERENCES:
SCALE:
FEBRUARY 2020
000R2650.01
03G-R2650.01-2
2
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.
2. PARCEL BOUNDARY AND ROAD DATA FROMWAKE COUNTY GIS.3. GENSLER REDEVELOPMENT PLAN.
1 inch equals 80 feet
Legend
SITE PARCELS
PROPERTY LINES
0 160 320Feet
KRC
BIKE PARKING
BIKE PARKING
N WEST STW EDENTON ST
N HARRINGTON STHILLSBOROUGH ST
´
400H BASEMENT LEVEL PROPOSED REDEVELOPMENT PLANHILLSBOROUGH SQUARE
AND POWERHOUSE SQUAREHILLSBOROUGH STREET AT NORTH WEST STREET RALEIGH, NORTH CAROLINA
DRAWN
BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFT
CHECK:
GIS NO:
DWG NO:
REFERENCES:
SCALE:
FEBRUARY 2020
000R2650.01
03G-R2650.01-3400HB
3
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.
2. PARCEL BOUNDARY AND ROAD DATA FROMWAKE COUNTY GIS.3. GENSLER ARCHITECTURAL PLANS.
1 inch equals 30 feet
Legend
SITE PARCELS
PROPERTY LINES
0 30 60Feet
KRC
PowerhouseParking Deck
400H
N WEST STW EDENTON ST´
POWERHOUSE PARKING DECK GROUND FLOOR
PROPOSED REDEVELOPMENT PLAN HILLSBOROUGH SQUARE
AND POWERHOUSE SQUAREHILLSBOROUGH STREET AT NORTH WEST STREET RALEIGH, NORTH CAROLINA
DRAWN
BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFT
CHECK:
GIS NO:
DWG NO:
REFERENCES:
SCALE:
FEBRUARY 2020
000R2650.01
03G-R2650.01-3400PHB
4
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.
2. PARCEL BOUNDARY AND ROAD DATA FROMWAKE COUNTY GIS.3. GENSLER ARCHITECTURAL PLANS.
1 inch equals 40 feet
Legend
SITE PARCELS
PROPERTY LINES
0 40 80Feet
KRC
PowerhouseParking Deck
400H
!.!.
!.
!.!.
#*
#*
#*
#*
#*#*
#*
#*#*
#*
#*
#*
#*#*
#*#*
#*
#*
#*
#*#*
#*
#*#*#*
#*
#*#*
#*#*
#*#*
#*#*#*#*#*#*
Powerhouse Parking Deck
BLOCK 1
BLOCK 2
BLOCK 3 BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10
BLOCK 11
BLOCK 12N WEST STW EDENTON ST
HILLSBOROUGH ST N HARRINGTON STS WEST STS HARRINGTON ST´
HISTORICAL SAMPLE LOCATIONS MAP HILLSBOROUGH SQUARE
AND POWERHOUSE SQUAREHILLSBOROUGH STREET AT NORTH WEST STREET RALEIGH, NORTH CAROLINA
DRAWN
BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFT
CHECK:
GIS NO:
DWG NO:
REFERENCES:
SCALE:
FEBRUARY 2020
000R2650.01
03G-R2650.01-5 400SS(U)
5
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.
2. PARCEL BOUNDARY AND ROAD DATA FROMWAKE COUNTY GIS.3. MID-ATLANTIC FIELD NOTES.
1 inch equals 50 feet
Legend
#*
!.
!.
ALIQUOT SOIL SAMPLING LOCATIONS (JAN 2020)
SOIL & GROUNDWATER SAMPLE LOCATIONS (2015)
SOIL GAS, SOIL & GROUNDWATER SAMPLE LOCATION (2015)
COMPOSITE SOIL SAMPLING BLOCKS (JAN 2020)
PROPERTY LINES
0 50 100Feet
KRC
PowerhouseParking Deck
400H
!.
#*#*
#*#*
Powerhouse Parking Deck
BLOCK 3 BLOCK 4
*COMPOSITE SOIL SAMPLE B-3S
BENZO(A)PYRENE 0.27J
*COMPOSITE SOIL SAMPLE B-4D
0.16JBENZO(A)PYRENE
SOIL GAS SAMPLE VI-1 (15)
CHLOROFORM 270
GROUNDWATER SAMPLE S-1
BRDM 1.9
CRDM 0.6
NOTE:
NCGQS = North Carolina Groundwater Quality Standard
GCL = Gross Contaminant LevelVISL = IHSB Vapor Intrusion Screening LevelPSRG = IHSB Preliminary Soil Remediation Goal* = The average concentrations of benzo(a)pyrene over the
approximately 0.25-acre area that makes up Blocks 3, 4, and 9
are below the Residential and Protection of Groundwater PSRGs.N WEST STW EDENTON ST
HILLSBOROUGH ST N HARRINGTON STS HARRINGTON ST´
CONTAMINANT OVERLAY MAPHILLSBOROUGH SQUARE
AND POWERHOUSE SQUAREHILLSBOROUGH STREET AT NORTH WEST STREET
RALEIGH, NORTH CAROLINA
DRAWN
BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFT
CHECK:
GIS NO:
DWG NO:
REFERENCES:SCALE:
FEBRUARY 2020
000R2650.01
03G-R2650.01-6 400SS(L)
6
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.
2. PARCEL BOUNDARY AND ROAD DATA FROMWAKE COUNTY GIS.3. MID-ATLANTIC FIELD NOTES.
1 inch equals 50 feet
Legend
#*ALIQUOT SOIL SAMPLING LOCATIONS (JAN 2020)
COMPOSITE SOIL SAMPLING BLOCKS (JAN 2020)
!.SOIL GAS, SOIL & GROUNDWATER SAMPLE LOCATION (2015)
PROPERTY LINES
0 50 100Feet
KRC
PowerhouseParking Deck
400H
ATTACHMENT A
REDEVELOPMENT PLANS FOR HILLSBOROUGH SQUARE
AND POWERHOUSE SQUARE AND CUT/FILL DIAGRAM

Hillsborough Street400
2017.02.27
Hillsborough Street400
Table of Contents:
1. Site
2. Massing
3. Floor Plans + Sections
Building Floor Plans
Building Section
Powerhouse Sq Floor Plans
4. Building Design
5. Unit Plans
2017.02.27
1. Site
2017.02.27
Site
Glenwood / Entertainment
District
Warehouse / Technology
District
Fayetteville Street /
Central Business District
Capitol District
Site Context
2017.02.27
Dillon Steel SupplyA&P Grocery
Historical Connections to the Steel and
Food/Beverage Industries
Community Convenience and Gas
2017.02.27
Site Plan
Edenton Street
Hillsborough StreetHarrington StreetWest StreetGlenwood AvenueResidential Entry
Office Main Entry
Office Convenience
Entry
Powerhouse Parking Deck
400H
2017.02.27
2. Massing
2017.02.27
PUBLIC OUTDOOR
AMENITY SPACE
2017.02.27
MASSING STEPBACKS
2017.02.27
ACCENTUATING
VERTICALLITY
2017.02.27
PROVIDING PEDESTRIAN
SCALE EXPERIENCE
2017.02.27
1
2
3
4
5
ZONING BASELINE
PUBLIC OUTDOOR AMENITY SPACE
MASSING STEPBACKS
ACCENUATING VERTICALLITY
PROVIDING PEDESTRIAN SCALE EXPERIENCE
1 2 3
54 6
6 VERTICAL COMMUNITY
2017.02.27
3. Floor Plans + Sections
2017.02.27
B C D
1
4
5
6
7
8
3
2
EA
C
UPUP
FIRE SERVVESTIBULE
VANLEVEL 00BASEMENT PARKING / RETAIL37,901 GSF201' - 6"58' - 0"45' - 0"32' - 0"45' - 0"
180' - 0"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"VANVAN1
2
3
4
5
6
7
8
9
10
11 12 13 14 15 16 17 18 19 20 21 22 23 24
34
33
32
31
30
29
28
27
26
25
44
43
42
41
40
39
38
37
36
35
454647
48
49
50
51
52
61
62
63
64
65
66
67
53
54
55
56
57
58
59
73
72
71
70
69
68
77
76
75
74
81
80
79
82
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 00 - CLEAN
Level 00
Basement Floor Plan
RETAIL
3,449 SF
OFFICE ELEV
RESI ELEV
OFFICE ENTRY
BIKE PARKING
BIKE PARKING
In Building Parking Table
Level 00
Level 01 (Ramp)
Level 02
Level 03
Total
82
7
105
105
299
STAIR
STAIR
2017.02.27
B C D
1
4
5
6
7
8
3
2
EA
8' - 0"18' - 6 1/2"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"36' - 6"5' - 0"58' - 0"45' - 0"32' - 0"45' - 0"201' - 6"180' - 0"
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 01 - CLEAN
Level 01
Ground Floor Plan
RETAIL
10,454 SF
RETAIL
3,032 SF
OFFICE
LOBBY
OFFICE
LOBBY
RETAIL (BELOW)
3,449 SF
SPEEDRAMP
TRANSFORMERS GENERATOR FIRE / WATER PUMP FCC
LOADING / TRASH /
RECYLCING
RESIENTIAL
LOBBY
LEASING
OFFICE ELEV
RESI ELEV
BLDG
ENG
EM
ELEC
ELEC
MAIN
OFFICE ENTRY
STAIR
STAIR
2017.02.27
B C D
1
4
5
6
7
8
3
2
EA
FIRE SERVVESTIBULE
DN
UP
DNUPLEVEL 02TYP PARKING38,502 GSF / LEVEL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
21 22 23 24
34
33
2928272625
44
43
42
41
40
39
38
37
36
35
45
46
47
48
49
616263
67
5354555657585960
74
75
76
77
68
70
71
72
73
87
86
85
8483
82
81
80
79
69
88
89
90
91
92
93
94
95
96
97
98
99
201918 30
32
31
50
5152
78
6566 64
100
101
102
40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"36' - 6"5' - 0"58' - 0"45' - 0"32' - 0"45' - 0"201' - 6"180' - 0"
103
104
105
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 02 - CLEAN
Level 02
Parking Deck Floor Plan
OFFICE ELEV
RESI ELEV
In Building Parking Table
Level 00
Level 01 (Ramp)
Level 02
Level 03
Total
82
7
105
105
299
STAIR
STAIR
2017.02.27
B C D
1
4
5
6
7
8
3
2
EA
FIRE SERVVESTIBULE
DN
UP
DNUPLEVEL 02TYP PARKING38,502 GSF / LEVEL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
21 22 23 24
34
33
2928272625
44
43
42
41
40
39
38
37
36
35
45
46
47
48
49
616263
67
5354555657585960
74
75
76
77
68
70
71
72
73
87
86
85
8483
82
81
80
79
69
88
89
90
91
92
93
94
95
96
97
98
99
201918 30
32
31
50
5152
78
6566 64
100
101
102
40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"36' - 6"5' - 0"58' - 0"45' - 0"32' - 0"45' - 0"201' - 6"180' - 0"
103
104
105
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 02 - CLEAN
Level 03
Parking Deck Floor Plan
OFFICE ELEV
RESI ELEV
STAIR
STAIR
In Building Parking Table
Level 00
Level 01 (Ramp)
Level 02
Level 03
Total
82
7
105
105
299
2017.02.27
B C D
1
4
5
6
7
8
3
2
E
40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"36' - 6"5' - 0"45' - 0"32' - 0"45' - 0"201' - 6"5' - 0"209' - 0"69' - 6"139' - 6"128' - 6"
114' - 6"14' - 0"
122' - 0"
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 06 - CLEAN
Level 04-08
Typical Office Floor Plan
OFFICE ELEV
OFFICE SPACE
24,373 USF (MULTI TENANT)
25,503 USF (SINGLE TENANT)
ELEC
IT
STAIR
STAIR
WOMENS
MENS
MECH
SERV
ELEV
2017.02.27
UP
B C D
1
4
5
6
7
8
3
2
EA.4 C.7A.4 C.7
40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"36' - 6"5' - 0"45' - 0"32' - 0"45' - 0"201' - 6"69' - 6"122' - 0"139' - 6"128' - 6"
114' - 6"14' - 0"
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 09 - CLEAN
Level 09
Amenity + Resi Floor Plan
LOUNGE
LOUNGE
LOUNGE
FITNESS
LOCKERS
LOCKERS
BOARD ROOM
POOL
ELEC
IT
ELEV
MACHINE
ROOM
ELEV LOBBY
STAIR
STAIR
B1
B2
A1
A1
A6 B6
B7S5A7A7
SERV
ELEV
2017.02.27
B C D
1
4
5
6
7
8
3
2
EA.4 C.7A.4 C.7
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 14 - CLEAN
Level 10-13
Resi Floor Plan A
B1
S1
A1
A1
A1
A2
B3
A3
B4
A4
A5
A6
S4
A8
C1S5A7A7
S3
S2
ELEC
IT
STOR
STOR
STOR
STOR
STOR
STOR
ELEV LOBBY
STAIR
STAIR
SERV
ELEV
2017.02.27
B C D
1
4
5
6
7
8
3
2
EA.4 C.7A.4 C.7
Gensler
BEACON PARTNERS400 Hillsborough Street
LEVEL 11 - CLEAN
Level 14-20
Resi Floor Plan B
B1
B2
A1
A1
A1
A2
B3
A3
B4
A4
A5
A6
B5
B6
B7S5A7A7
ELEC
IT
STOR
STOR
STOR
STOR
STOR
STOR
STOR
ELEV LOBBY
STAIR
STAIR
SERV
ELEV
2017.02.27
Building Section
LEVEL 01 - 344'0"
BASEMENT-10' - 0"
LEVEL 0442' - 0"
LEVEL 0670' - 0"
LEVEL 0784' - 0"
LEVEL 0898' - 0"
LEVEL 09118' - 0"
AVG GRADE PLANE-4' - 0"
LEVEL 0331' - 0"
LEVEL 0220' - 0"
BCDEA.4C.7
A
LEVEL 10130' - 0"
LEVEL 11140' - 0"
LEVEL 12150' - 0"
LEVEL 13160' - 0"
LEVEL 14170' - 0"
LEVEL 15180' - 0"
LEVEL 16190' - 0"
LEVEL 17200' - 0"
LEVEL 18210' - 0"
LEVEL 19220' - 0"
LEVEL 20230' - 0"
ROOF240' - 0"
MAXIMUM PARAPET WALL252' - 0"
RETAIL LEVEL
OFFICE LEVEL
OFFICE LEVEL
OFFICE LEVEL
AMENITY LEVEL
RESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVELRESIDENTIAL LEVEL
PENTHOUSE
OFFICE LEVEL
PARKING LEVELPARKING LEVEL
LEVEL 0556' - 0"
OFFICE LEVEL
Gensler
BEACON PARTNERS400 Hillsborough Street
SECTION2017.02.27
Powerhouse Sq Deck
Levels 01-02
UPUP
UP
UP
UPUP
EDCBA
8
7
6
5
4
3
2
1
UP1
2
3
4
5
6
7
8
9
10
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4345
46
47
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50
51
52
53
54
55
56
57
58
59
44
HATCH DENOTESEXISTING TO REMAINAS-IS AND NOT PARTOF THIS SITE PLANAPPLICATION
LEGEND:
EDCBA
8
7
6
5
4
3
2
1
DN
1
2
3
4
5
6
7
8
9
10
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87
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92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:48 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.101
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 011SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 022
LEVEL TOTALSPACES
LEVEL 03LEVEL 04LEVEL 05LEVEL 06
8126126107
POWERHOUSE DECK PARKING ANALYSIS
***COMPACTSPACES ADASPACES VANSPACES
6202013
59
0442
10
0220
4
REQ'D/ALLOWED:240 ** 113 8 MIN 2
*NOTE: EXISTING POWERHOUSE PARKING DECK CONTAINS294 SPACES IN ADDITION TO THE NEW SPACES PROVIDED INTHE TABLE ABOVE AND SHOWN IN PLANS FOR REFERENCEONLY AND ARE NOT PART OF THIS SITE PLAN APPLICATION
**NOTE: PER UDO OFFICE REQUIREMENTS.
***NOTE: ALL COMPACT SPACES ARE DUE TO COLUMNENCROACHMENTS, NOT DUE TO SPACE WIDTH LESS THANTHE UDO REQUIRED MINIMUM WIDTH AT 8'-6"
TOTAL:367
1 2017.01.23 SITE PLAN SUBMISSION #01
UPUP
UP
UP
UPUP
EDCBA
8
7
6
5
4
3
2
1
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
4345
46
47
48
49
50
51
52
53
54
55
56
57
58
59
44
HATCH DENOTESEXISTING TO REMAINAS-IS AND NOT PARTOF THIS SITE PLANAPPLICATION
LEGEND:
EDCBA
8
7
6
5
4
3
2
1
DN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
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44
45
46
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50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:48 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.101
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 011SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 022
LEVEL TOTALSPACES
LEVEL 03LEVEL 04LEVEL 05LEVEL 06
8126126107
POWERHOUSE DECK PARKING ANALYSIS
***COMPACTSPACESADASPACESVANSPACES
6202013
59
0442
10
0220
4
REQ'D/ALLOWED:240 ** 113 8 MIN 2
*NOTE: EXISTING POWERHOUSE PARKING DECK CONTAINS294 SPACES IN ADDITION TO THE NEW SPACES PROVIDED INTHE TABLE ABOVE AND SHOWN IN PLANS FOR REFERENCEONLY AND ARE NOT PART OF THIS SITE PLAN APPLICATION
**NOTE: PER UDO OFFICE REQUIREMENTS.
***NOTE: ALL COMPACT SPACES ARE DUE TO COLUMNENCROACHMENTS, NOT DUE TO SPACE WIDTH LESS THANTHE UDO REQUIRED MINIMUM WIDTH AT 8'-6"
TOTAL:367
1 2017.01.23 SITE PLAN SUBMISSION #01
Level 01
Existing
Level 02
Existing
Powerhouse Deck Parking Table
Level 01 (existing)
Level 02 (existing)
Level 03 (existing)
Level 03
Level 04
Level 05
Level 06
Total
59
127
115
8
126
126
107
367
*Note: Existing Powerhouse Deck
contains 294 Spaces on Levels 01-03
2017.02.27
UP
UP
UP
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
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108
111
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114
115
1
2
3
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5
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8
110
109
EDCBA
8
7
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5
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3
2
1
UPDN
1
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125
110
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126
107
VANVAN© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:53:19 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.102
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 031SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 042
1 2017.01.23 SITE PLAN SUBMISSION #01
UP
UP
UP
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
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VANVAN© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:53:19 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.102
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 031SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 042
1 2017.01.23 SITE PLAN SUBMISSION #01
Powerhouse Sq Deck
Levels 03-04
Level 03
17 Spaces
Level 04
126 Spaces
Powerhouse Deck Parking Table
Level 01 (existing)
Level 02 (existing)
Level 03 (existing)
Level 03
Level 04
Level 05
Level 06
Total
59
127
115
8
126
126
107
367
*Note: Existing Powerhouse Deck
contains 294 Spaces on Levels 01-03
2017.02.27
Powerhouse Sq Deck
Levels 05-06
UP
UP
DN
UP
EDCBA
8
7
6
5
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UPDN
1
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107
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:53 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.104
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 051SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 062
1 2017.01.23 SITE PLAN SUBMISSION #01
UP
UP
DN
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
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© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:53 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.104
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 051SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 062
1 2017.01.23 SITE PLAN SUBMISSION #01
Level 05
126 Spaces
Level 06
107 Spaces
Powerhouse Deck Parking Table
Level 01 (existing)
Level 02 (existing)
Level 03 (existing)
Level 03
Level 04
Level 05
Level 06
Total
59
127
115
8
126
126
107
367
*Note: Existing Powerhouse Deck
contains 294 Spaces on Levels 01-03
2017.02.27
4. Building Design
2017.02.27
2017.02.27
2017.02.27
2017.02.27
2017.02.27
2017.02.27
2017.02.27
2017.02.27
2017.02.27
5. Unit Plans
2017.02.27
Unit Plans
S1
526 SF
2017.02.27
Unit Plans
S2
576 SF
2017.02.27
Unit Plans
S3
562 SF
2017.02.27
Unit Plans
S4
580 SF
2017.02.27
Unit Plans
S5
701 SF
2017.02.27
Unit Plans
A1
814 SF
2017.02.27
Unit Plans
A2
794 SF
2017.02.27
Unit Plans
A3
778 SF
2017.02.27
Unit Plans
A4
780 SF
2017.02.27
Unit Plans
A5
845 SF
2017.02.27
Unit Plans
A6
774 SF
2017.02.27
Unit Plans
A7
887 SF
2017.02.27
Unit Plans
A8
765 SF
683 SF(W/O CORRIDOR)
2017.02.27
Unit Plans
B1
1316 SF
2017.02.27
Unit Plans
B2
1100 SF
2017.02.27
Unit Plans
B3
1054 SF
2017.02.27
Unit Plans
B4
1241 SF
2017.02.27
Unit Plans
B5
1305 SF
2017.02.27
Unit Plans
B6
1054 SF
2017.02.27
Unit Plans
B7
1090 SF
2017.02.27
Unit Plans
C1
1376 SF
2017.02.27
UP
UP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________ALIGNALIGNSTAIR 01
00-ST01
0004A
00-ST01A
00-ST01B
SERVICE
ELEV
EL01-S
RESI ELEV
EL03-R
RESI SWING
ELEV
EL02-R
RESI ELEV
EL04-R
158 SF
FSV
0004
DOG WASH
0005
RESI ELEV
LOBBY
0003
OFFICE
ELEV
LOBBY
0000
STAIR 02
00-ST02
RETAIL
SUITE 01
0020
STORAGE
0010
________________01
A5.090
________________01
A5.092
________________01
A5.095
________________01
A5.096
00-ST02
0000A0000B
0012
0002A 0002B
0020B
0020C
0020D
0020A
0003A0003B 00140010
0020E
________________3
A4.103
________________4
A4.102
________________3
A4.102
EL. 336' - 8"
EL. 336' - 8"
EL. 336' - 8"EL. 337' - 6 11/16"
DOM WATER
PUMP/BFP
0012
ENTRY
VESTIBULE
0002
ELEV PUMP
RM
0011
0011
________________01
A5.097
SERVICE
ELEVATOR
EL08-S
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
OFFICE
ELEV
EL07-O
3' - 0"
23' - 1"
24' - 0"
185' - 4"
2' - 9"58' - 0"45' - 0"32' - 0"45' - 0"2' - 7"
52' - 9"8' - 0"124' - 7"208' - 8"4' - 7"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 7"185' - 6"
2' - 11"58' - 0"45' - 0"32' - 0"45' - 0"2' - 7"208' - 5"4' - 7"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 4"104' - 7"1' - 3"27' - 3" 1' - 6" 6" 1' - 6" 14' - 0" 8' - 0"2' - 0"4' - 0"43' - 10"STOR
0013
M8B
M8A27' - 6"18' - 0"24' - 0"18' - 0"
15' - 0"8' - 6"8' - 6"8' - 6" 9' - 0" 9' - 0"
8.01%16.49%
8' - 0" 14' - 3 3/4" 8' - 0"47' - 5"
7' - 6" 8' - 6" 9' - 0"
DN
EL. 334' - 0"
01
01
02M8B
M8BM8B
A6B
A3A03
03
03
03
UP
EL. 336' - 8"
D3A
M8BM8B04 8.08%03
STOR
0014
0005
001327' - 6"14
14
15
03
16
16
03
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.100
CONSTRUCTION PLAN - LEVEL 00 - PARKING
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 00 - PARKING01
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
Parking Space Schedule
Level
ADA
Spaces
Van
Spaces
EV
Charging
Stations
Compact
Spaces
Total
Parking
Spaces
Level 00 3 2 3 10 59
Level 01 - - ---
Level 1.5 2 7
Level 02 2 5 25 106
Level 03 2 5 25 109
Totals 7 2 13 62 281
01 BELOW GRADE FOUNDATION DRAINAGE.
COORDINATE WITH CIVIL DRAWINGS
02 PROVIDE FULLY GROUTED AND REINFORCED CMU
CELLS FOR WALLS IN PARKING GARAGE FOR
IMPACT RESISTANCE
03 TRAFFIC GRADE BOLLARDS
04 FUTURE RETAIL DEMISING WALL FOR REFERENCE
ONLY
14 ALUM STOREFRONT SYSTEM
15 TRAFFIC GATE SYSTEM W/ GRATED ROLL UP
GARAGE DOORS (REF TR1.101 FOR MORE DETAIL
AND INFORMATION)
16 ELECTRIC VEHICLE CHARGING STATION.
COORDINATE WITH ELECTRICAL DWGS
SINGLE, VARIBLE SPEED FAN IN CORNER OF PARKING AREA.NEED 5'x7' SHAFT OR WELLCONCONCONCONCONCONCONCONCONSTORAGE0005FSV0004STAIR 0100-ST01RESI ELEVEL03-ROFFICE ELEVEL06-OSTORAGE0010STAIR 0200-ST02SERVICE ELEVD01-T26VESTIBULE0002UH-2UH-2UH-1UH-1GEF-1UH-4UH-4UH-4UH-4AH-5AH-5AH-5AH-5AH-43ø3ø3ø6øAH-6AH-6AH-6HP-6HP-6HP-6HP-8FOR IT ROOM ABOVEMECHANICAL ELECTRICAL PLUMBING400 W. Morgan Street, Suite 100Raleigh, North Carolina, 27603tel [phone]fax [phone]PRELIMINARYNOT FORCONSTRUCTIONTCMidAtlanticDevelopmentII, Inc.400H90.0146.000DateTel 919.239.7828Fax [phone] Hillsborough St.Raleigh, NC 27603United StatesSeal / SignatureDescriptionProject NumberProject NameDescription© 2019 LIGHTHOUSE ENGINEERING, PA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF LIGHTHOUSE ENGINEERING, PA.2019.10.28 ISSUED FOR DESIGN DEVELOPMENTAllied Fire Protection, Inc.80 Rupert RoadRaleigh, N.C. 27603USATel 919-772-9200Fax [phone]Stewart Inc.223 S. West Street, Suite 1100Raleigh, NC 27603USATel 919-380-8750Fax [phone]Uzun+Case, LLC421 Fayetteville St., Suite 1306Raleigh, NC 27601USATel 919.813.0670WaterDesign LLC9876 Main Street, Suite 225Woodstock, GA 30188USATel 770-310-1737M1.00MECHANICAL BUILDING PLANS1/8" = 1'-0"1BASEMENT PLANEXHAUST CALCULATIONSMAX REQ'D VENTILATIONENCLOSED PARKING GARAGE= (26,000 SQFT) X (0.75 CFM/SQFT)= 19,500 CFMGEF-1 PROVIDES 20000 CFM FOR MAX. VENTILATION RATEMIN REQ'D VENTILATIONENCLOSED PARKING GARAGE= (26,000 SQFT) X (0.05 CFM/SQFT)= 1,300 CFMGEF-1 PROVIDES 7000 CFM AT CONTINUOUS LOWEST FAN SPEEDCALCULATIONS BASED ON THE 2018 NCMC TABLE 403.3GEF-1BASEMENT GARAGETAGGED NOTES THIS SHEET1.PROVIDE FRESH AIR LOUVER WITH MINIMUM FREE AREA OF 13.3 SF. CONSULT ARCHITECT FOR MODEL AND COLOR.2.INSTALL GARAGE FAN AS HIGH AS POSSIBLE.3.NATURAL AIR OPENINGS LOCATED ON THIS SIDE OF GARAGE.4.EXHAUST INTO AREA WELL/SHAFT.GENERAL GARAGE NOTES1. MACURCO CM-6 MULTI-GAS SYSTEM WITH CO & NO2 SENSORS.2. MANUFACTURER RECOMMENDED INSTALLATION OF 40 FT. RADIUS ON SENSORS.3. INSTALL SENSORS AT 5' A.F.F.4. PROVIDE WITH MACURCO DVP-120M DETECTION AND VENTILLATION CONTROL SYSTEM. MFG TO HAVE FINAL APPROVAL OF DETECTION DEVICE LAYOUT.SEQUENCE OF OPERATIONEXHAUST FAN GEF-1 SHALL OPERATE CONTINUOUSLY, AT LOWEST FAN SPEED, TO PROVIDE MINIMUM GARAGE VENTILATION FOR THE LEVEL 1 RESIDENTIAL PARKING PER 2018 NCMC SECTION 404. SPECIFIED GARAGE FAN IS VARIABLE SPEED AND WILL RAMP UP TO HIGHER FAN SPEED TO MEET MAXIMUM REQUIRED VENTILATION RATE.LEVEL 1 CO SENSORS AND NO2 SENSOR SHALL BE USED TO TRIGGER MAXIMUM REQUIRED GARAGE VENTILATION FOR THE RESIDENTIAL PARKING LEVEL PER 2018 NCMC SECTION 404. CO SENSOR SHALL ENGAGE MAXIMUM REQUIRED EXHAUST FAN CFM IF A CO CONCENTRATION GREATER THAN 25 PPM IS DETECTED AND PROVIDE VENTILLATION UNTIL CO CONCENTRATION REACHES 15 PPM. NO2 SENSOR SHALL ENGAGE EXHAUST FAN IF A NO2 CONCENTRATION GREATER THAN 2.5 PPM IS DETECTED AND PROVIDE VENTILLATION UNTIL NO2 CONCENTRATION REACHES 1.2 PPM.12435.DRAINABLE EXHAUST LOUVER TO HAVE MINIMUM FREE AREA OF 1.2 SQ FT. CONSULT ARCHITECT FOR LOUVER MODEL AND COLOR. PROVIDE 12" DEEP INSULATED PLENUM BOX ON BACK OF LOUVER FOR POTENTIAL MULTIPLE CONNECTIONS. FOR FUTURE BATHROOM EXHAUST.6.PROVIDE DRAINABLE FRESH AIR LOUVER WITH MINIMUM FREE AREA OF 12.0 SF. CONSULT ARCHITECT FOR MODEL AND COLOR. PROVIDE 12" DEEP INSULATED PLENUM BOX ON BACK OF LOUVER FOR POTENTIAL MULTIPLE OA CONNECTIONS. FOR FUTURE OUTSIDE AIR / RESTAURANT MAKE-UP AIR.8.VERTICAL SHAFT TO PARKING GARAGE, FOR FUTURE AIR HANDLER REFRIGERANT LINES. HEAT PUMPS LOCATED AT CORNERS OF PARKING GARAGE.7.DRAINABLE EXHAUST LOUVER TO HAVE MINIMUM FREE AREA OF 12.0 SQ FT. CONSULT ARCHITECT FOR LOUVER MODEL AND COLOR. PROVIDE 12" DEEP INSULATED PLENUM BOX ON BACK OF LOUVER FOR POTENTIAL MULTIPLE CONNECTIONS. FOR FUTURE RESTAURANT EXHAUST.76859.PROVIDE TERMINATION WITH INTAKE CAP EQUAL TO THE FREE AREA OF INTAKE DUCT.9
UP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
BFP
0112
FIRE + DOM
PUMPS
0111
GENERATOR
0110
TRANSFORMER
0109
ELEC MAIN
0106
EM ELEC
0107
IT MAIN
0105
CORRIDOR
0104
ELEV CORE
ACCESS
0104A
TRASH/REFUSE
0114
EXIT
PASSAGEWAY
0113
LOADING
0115
STAIR 01
01.5-ST01
SWITCHGEAR
0108
4.26%
10.37%
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________30' - 0"30' - 0"30' - 0"FCC
0103
SPEED
RAMP
OFFICE
ELEC RISER
0121
RETAIL 02
0150
RETAIL 03
0140
________________1
A5.010
________________1
A5.001
________________1
A5.002
________________1
A5.003
10' - 0" R.O.1' - 0"6' - 4"4' - 10"3' - 8"2' - 6"1' - 6"24' - 4"18' - 8"1' - 8"8' - 0"6' - 9"36' - 7"
1' - 8"1' - 9"
16' - 7"5' - 4"6' - 0"38' - 8"6' - 4"
2' - 4"
3' - 0"
31' - 0"
49' - 8"
2' - 0"
9' - 0"45' - 0"16' - 0"
2' - 0"
10' - 0" 4' - 0"42' - 0"
3' - 0"
2' - 8"18' - 0 7/8" 3' - 4 1/2" 17' - 11 5/8" 5' - 0"24' - 6 5/16"3' - 5 11/16" 30' - 0"2' - 0"2' - 0"EL. 344' - 0"3' - 0"27' - 0"3' - 0"30' - 0 3/16"13' - 0 13/16"27' - 0"3' - 0"27' - 0"2' - 0"1' - 6"14' - 0" 8' - 0"2' - 0"4' - 0" 4' - 3"3' - 4 1/2"20' - 6 1/4" 3' - 4 1/2" 12' - 3 3/4"
EL. 344' - 0"
EL. 344' - 0"
EL. 344' - 0"
EL. 346' - 0"
EL. 346' - 0"
2' - 9" F.O. GLASS 58' - 0"45' - 0"77' - 0"
OPEN TO BELOW
182' - 9"3' - 0"
52' - 9"133' - 0"
(6 EQ PANELS)
24' - 3 1/4" 3' - 4 1/2"
(6 EQ. PANELS)
25' - 1 1/4"
EL. 346' - 0"
EL. 346' - 0"
EL. 345' - 2"
20' - 4"10' - 0"STAIR 02
01-ST02
SERVICE
ELEV
EL01-S
RESI ELEV
EL03-R
RESI SWING
ELEV
EL02-R
RESI ELEV
EL04-R
RESI ELEV
EL03-R
RESI SWING
ELEV
EL02-R
RESI ELEV
EL04-R
A2.0041
EL. 336' - 8"
EL. 336' - 8"
EL. 336' - 8"
EL. 346' - 0"
A6B
A6BA6A1A6A1A6B
A6B
B6A2 B6A2B6A2
B6A2
M12A2 M12A2
M12A2
M12A2
M12A2M12A2ALIGN0113BEL. 346' - 0"
DN UP
EL. 346' - 0"
B6A2
J6A2B6A2ALIGN
1' - 6"43' - 6"1' - 6"30' - 6"6"
EL. 344' - 0"
EL. 340' - 8"EL. 340' - 0"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 4"EL. 346' - 0"
A6B
EL. 345' - 2"
EL. 345' - 2"208' - 11"A6B
1
0
0.0
0
°
________________02
A5.090
________________02
A5.092
________________02
A5.095
________________02
A5.096
01-ST02
0107 0105
0104A
01-ST01
T0150H
0106
0104B
0104C
T0150G
0103
0112B
0109B
0109A
0112A0110
01140131B
BOH
0105
0150A
0002A 0002B
0020B
0150E
0150D
0020C
0020D 0109
0020A
0150C
0101A0101B
0101C0101D
0140A
0140B
0104A
T0150F
0131A
0110A
0120A
________________1
A4.100________________2A4.100
________________3
A4.100
________________5
A4.100
________________4
A4.100
________________6
A4.100
________________4
A4.101
________________3
A4.101
________________1
A4.101
________________2
A4.101
________________5
A4.101
________________1
A4.102
________________2
A4.102
________________3
A4.102
________________4
A4.102
1' - 8"12' - 4"15' - 6"6"B6A2
________________3
A4.103
________________1
A4.103
________________2A4.103
0020E
ENTRY
VESTIBULE
0002
0132B
01330134
________________02
A5.097 1' - 0"12' - 0" R.O.1' - 4"12' - 0" R.O.1' - 8"0114B
0113A
1/2" / 1'-0"
SERVICE
ELEVATOR
EL08-S
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
OFFICE
ELEV
EL07-O
2' - 8"58' - 0"45' - 0"32' - 0"45' - 0"2' - 8"
185' - 4"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"3' - 0"208' - 5"13' - 3"17' - 3"
B6A2
1' - 6"26' - 3"5' - 9"9' - 7"15' - 10"7' - 0"
9' - 9"27' - 9 1/2"ALIGN1' - 5 3/8"
4' - 0 5/8"
7' - 4 1/8"3' - 0"21' - 7 1/8"1' - 3"
8' - 0"ALIGN19' - 1 3/4"10 3/4"7' - 3"10' - 1 3/4"A6B
11' - 4 1/4"19' - 4 1/4"20' - 9 1/2"1' - 0"EL. 344' - 0"
EL. 346' - 0"8.33%0150B
14' - 8"8' - 1"7' - 0 3/8"11' - 7"B6A2
A6B
0132A
0132
0161
MAIL ROOM
0161
04
16.49%
DN
04
05
15
20 20
20
20
20
EL. 346' - 0"
EL. 345' - 2"
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.101
CONSTRUCTION PLAN - LEVEL 01 - LOBBY
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 0101
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
Parking Space Schedule
Level
ADA
Spaces
Van
Spaces
EV
Charging
Stations
Compact
Spaces
Total
Parking
Spaces
Level 00 3 2 3 10 59
Level 01 - - ---
Level 1.5 2 7
Level 02 2 5 25 106
Level 03 2 5 25 109
Totals 7 2 13 62 281
04 FUTURE RETAIL DEMISING WALL FOR REFERENCE
ONLY
05 MONUMENTAL STAIR - FINISHES SHALL BE
COMPRABLE TO INTERIOR DESIGN SD PACKAGE
15 TRAFFIC GATE SYSTEM W/ GRATED ROLL UP
GARAGE DOORS (REF TR1.101 FOR MORE DETAIL
AND INFORMATION)
20 SPLIT STRUCTURAL SLAB WITH WATERPROOFING
AND HARDSCAPE PAVING MATERIAL OVER
SETTING BED (COORD W/ CIVIL DRAWINGS).
COORD ASSEMBLY W/ SECTION DETAILS AND
STRUCTURAL DRAWINGS
UP
UP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
A2.0041
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________
RETAIL 03
0140
STORAGE
146
OFFICE
01.5-02
OFFICE
01.5-03RESTROOM
01.5-06
STORAGE
01.5-07
FSV
01.5-04
STOR
01.5-05
CORRIDOR
01.501
STAIR 01
01.5-ST01
8.33%________________4
A5.090
________________03
A5.097
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
OFFICE
ELEV
EL07-O2' - 9"41' - 6"30' - 0"30' - 0"30' - 0"30' - 0"40' - 0"4' - 6"210' - 0"5' - 6"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"3' - 0"186' - 1"
3' - 1"58' - 0"45' - 0"32' - 0"45' - 0"3' - 0"
53' - 1"8' - 0"125' - 0"
187' - 6 1/8"
3' - 8 1/8"58' - 0"45' - 0"32' - 0"45' - 0"3' - 10"
50' - 8 1/8"2' - 0" 9' - 0" 8' - 0"37' - 0"16' - 0"
2' - 0"
10' - 0"52' - 10"208' - 9"48' - 3"2' - 0"8' - 0"14' - 0"1' - 6"6"1' - 7"132' - 11"62' - 3"10' - 7"29' - 8"2' - 0"2' - 0"28' - 0"5' - 5 11/16"14' - 6 5/16"10' - 0"5' - 0"40' - 6"RESI SWING
ELEV
EL02-R
RESI ELEV
EL03-R
RESI ELEV
EL04-R
SERVICE
ELEV
EL01-S
________________03
A5.095
4' - 0"
AREA OPEN
TO BELOW
SPEED RAMP DOWN
06
01.5-01
01.5-07
01.5-06 01.5-03 01.5-02
01.5-ST01B
01.5-ST01A
01.5-0801.5-04
01.5-05
07
STOR
01.5-08
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.101.1
CONSTRUCTION PLAN - LEVEL 01 @ TOP OF RAMP
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 01 @ TOP OF SPEED RAMP01
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
Parking Space Schedule
Level
ADA
Spaces
Van
Spaces
EV
Charging
Stations
Compact
Spaces
Total
Parking
Spaces
Level 00 3 2 3 10 59
Level 01 - - ---
Level 1.5 2 7
Level 02 2 5 25 106
Level 03 2 5 25 109
Totals 7 2 13 62 281
06 8" W CON'C CURB AT PARKING SLAB PERIMETER
OVER L01
07 CON'C WALL CLOSING OFF PARKING GARAGE
FROM L01 LOBBY AND RETAIL
UPUP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
A2.0041
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________
STAIR 01
02-ST01
________________03
A5.090
________________03
A5.092
SERVICE
ELEV
EL01-S
RESI SWING
ELEV
EL02-R
RESI ELEV
EL03-R
RESI ELEV
EL04-R
RESI ELEV
LOBBY+
FSV
0204
________________04
A5.095
________________03
A5.096
TRASH
CHUTE
0206
STAIR 02
02-ST02
SHAFT
SHAFT
OFFICE
ELEV
LOBBY
0200
STORAGE
0211
02-ST01A
0200A0200B
02-ST02
02-ST01B
0205
0211
________________1
A4.104________________2
A4.104
________________4
A4.104
________________3
A4.104
________________3
A4.105
________________1
A4.105
________________2
A4.105
________________6
A4.104
________________4
A4.105
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
OFFICE
ELEV
EL07-O
18' - 0"23' - 3"18' - 0"18' - 0"
3' - 0"
22' - 6"18' - 0"207' - 10"3' - 8"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 8"44' - 2"4' - 0"2' - 0"8' - 0"14' - 0"1' - 6"6"1' - 6"132' - 2"58' - 0"45' - 0"32' - 0"45' - 0"2' - 8"
185' - 4"
3' - 0"58' - 0"45' - 0"32' - 0"45' - 0"2' - 4"
50' - 0"
2' - 0"
17' - 0"37' - 0"18' - 0"10' - 1" 3' - 11"47' - 4"208' - 7"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 8"102' - 5"2' - 0"2' - 0"102' - 2"18' - 0"
EL. 364' - 0"EL. 365' - 0"
EL. 363' - 0"
EL. 365' - 0"
EL. 363' - 0"EL. 364' - 0"
6.06%
16' - 6"
STORAGE
0205
06
06 06
06
0204A 0204B
03
16
16
17
17
17
17
17
17
06
18
18
07
17
03
03
14
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.102
CONSTRUCTION PLAN - LEVEL 02 - PARKING
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 0201
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
Parking Space Schedule
Level
ADA
Spaces
Van
Spaces
EV
Charging
Stations
Compact
Spaces
Total
Parking
Spaces
Level 00 3 2 3 10 59
Level 01 - - ---
Level 1.5 2 7
Level 02 2 5 25 106
Level 03 2 5 25 109
Totals 7 2 13 62 281
03 TRAFFIC GRADE BOLLARDS
06 8" W CON'C CURB AT PARKING SLAB PERIMETER
OVER L01
07 CON'C WALL CLOSING OFF PARKING GARAGE
FROM L01 LOBBY AND RETAIL
14 ALUM STOREFRONT SYSTEM
16 ELECTRIC VEHICLE CHARGING STATION.
COORDINATE WITH ELECTRICAL DWGS
17 VEHICULAR CABLE BARRIER SYSTEM
18 PROVIDE CON'C WHEEL STOPS AGAINST CURTAIN
WALL SYSTEM
UPUP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
A2.0041
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________
________________04
A5.092
________________6
A5.090
SERVICE
ELEV
EL01-S
0300A0300B
RESI ELEV
LOBBY+
FSV
0304
STAIR
03-ST01
STAIR 02
03-ST02
SHAFT
TRASH
CHUTE
0306
SHAFT
03-ST01A
03-ST01B
0305
RESI SWING
ELEV
EL02-R
RESI ELEV
EL03-R
RESI ELEV
EL04-R
03-ST02
ELEV
LOBBY
0300
STORAGE
0311
0304A 0304B
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
OFFICE
ELEV
EL07-O
0311
58' - 0"45' - 0"32' - 0"45' - 0"2' - 8"208' - 7"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 8"102' - 5"2' - 0" 2' - 0"102' - 2"185' - 4"
3' - 0"58' - 0"45' - 0"32' - 0"45' - 0"2' - 4"
50' - 0"
2' - 0"
9' - 0" 8' - 0"37' - 0"18' - 0"10' - 1" 3' - 11"47' - 4"207' - 10"2' - 8"41' - 6"30' - 0"30' - 0"30' - 0"30' - 0"40' - 0"3' - 8"48' - 2"2' - 0"8' - 0"13' - 11 1/4"1' - 6 3/4"6"1' - 6"132' - 2"________________03
A5.096
________________05
A5.0953.20%STORAGE
0305
18' - 0"
18' - 0"23' - 6"18' - 0"23' - 0"18' - 0"08
03
16
16
6.06%
16
06
06 06
06
16
17
17
17
17
17
17
06
18
18
EL. 374' - 0"EL. 375' - 0"
EL. 374' - 0"EL. 373' - 0"
EL. 375' - 0"
EL. 373' - 0"6.67%0303
14
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.103
CONSTRUCTION PLAN - LEVEL 03 - PARKING
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 0301
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
Parking Space Schedule
Level
ADA
Spaces
Van
Spaces
EV
Charging
Stations
Compact
Spaces
Total
Parking
Spaces
Level 00 3 2 3 10 59
Level 01 - - ---
Level 1.5 2 7
Level 02 2 5 25 106
Level 03 2 5 25 109
Totals 7 2 13 62 281
03 TRAFFIC GRADE BOLLARDS
06 8" W CON'C CURB AT PARKING SLAB PERIMETER
OVER L01
08 UNDERSLUNG CON'C BEAM AND CRASH
PROTECTION
14 ALUM STOREFRONT SYSTEM
16 ELECTRIC VEHICLE CHARGING STATION.
COORDINATE WITH ELECTRICAL DWGS
17 VEHICULAR CABLE BARRIER SYSTEM
18 PROVIDE CON'C WHEEL STOPS AGAINST CURTAIN
WALL SYSTEM
UPUP
UP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
A2.0041
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________
________________1
A5.020
STAIR 02
04-ST02
STAIR 01
04-ST01
PRES
SHAFT
MENS
0402
WOMENS
0401
TLT VEST.
0401A
TLT VEST.
0402A
TENANT
AREA
ELEV
LOBBY
0400
RESI ELEV
EL03-R
RESI SWING
ELEV
EL02-R
RESI ELEV
EL04-R
SERVICE
ELEV
EL01-S
RETURN AIR
EXHAUST
160 SF
FSV
0404
MECH
0403
ELEC
0407
IT
0406
JAN / STOR
0405
0400A
0406A
0403
04-ST01A
0400B
0401A
0402A 0402
0406
04-ST01B
0404
PRES
SHAFT
OFFICE
FRESH AIR
SHAFT
TRASH
CHUTE
04-ST02
CLR
5' - 0"
________________03
A4.110
________________04
A4.110
________________01
A4.110
________________02
A4.110
0401
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
OFFICE
ELEV
EL07-O
138' - 10"
9' - 11"45' - 0"32' - 0"45' - 0"6' - 11"
54' - 11"5' - 0"
9' - 11"
17' - 1"9' - 11" 10' - 0"32' - 0"208' - 10"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 11"79' - 5"7' - 6"121' - 11"138' - 10"
9' - 11"45' - 0"32' - 0"45' - 0"6' - 11"
6' - 0"48' - 11"18' - 0"10' - 1" 3' - 11"51' - 11"208' - 10"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 11"62' - 1 7/8"10' - 0"2' - 3 1/8"124' - 8 7/8"9' - 8 1/8"T0412
T0411
0405
09 09
CLR
5' - 0"
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.104
CONSTRUCTION PLAN - LEVEL 04-08 - TYPICAL OFFICE
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 04-08 - TYPICAL OFFICE01
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
09 DASHED LINE REPRESENTS TYPICAL OFFICE
MULTI-TENANT CORRIDOR, CEILING, AND LIGHT
FIXTURES. PROVIDE COST ESTIMATE FOR TYPICAL
Z CORRIDOR CONFIGURATION
UP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
A2.0041
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________
A4.021
02
A4.02402
________________1
A5.040
________________1
A5.050
________________1
A5.055
________________01
A7.011
________________1
A7.012
________________02
A5.091
________________07
A5.092
OUTDOOR
AMENITY
0960
OUTDOOR
AMENITY
0970
SERVICE
ELEV
EL01-S
0904A
0905
OFFICE
ELEV
LOBBY
0900
STAIR 02
09-ST02
SHAFT
SHAFT
0970B
AMENITY
ELEC
0907
RESI SWING
ELEV
EL02-R
RESI ELEV
EL03-R
RESI ELEV
EL04-R
0931A
0921D
0921C
STAIR 01
09-ST01
RESI ELEV
LOBBY -
FSV
0904
TRASH RM
0905
STAIR 02
09-ST02
09-ST02B
________________04
A4.120
________________05A4.120
________________02
A4.120
________________03
A4.120
________________01
A4.120
2' - 9" 9' - 2"35' - 10"2' - 0"
3' - 0"
9' - 10"17' - 2"10' - 0" 9' - 10"25' - 2"6' - 7 11/16"5' - 2"37' - 9"POOL PUMP
ROOM
0963
POOL CHEM
STOR
0962
139' - 1 3/4"
10' - 2"45' - 0"32' - 0"45' - 0"6' - 11 3/4"
8' - 4 3/4" 18' - 8 1/4" 3' - 0 3/4"25' - 0 1/4"16' - 0"
2' - 0"
10' - 0 1/4" 3' - 11 3/4"51' - 11 3/4"208' - 10"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 11"62' - 3 1/8"1 1/4"2' - 0"27' - 10 3/4"2' - 1 1/4"42' - 3 3/4"208' - 10 3/4"4' - 5 3/4"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 11"122' - 0 1/2"7' - 5 1/4"79' - 5"45' - 0"32' - 0"45' - 0"6' - 7 11/16"
09-ST01A
09-ST01B
________________07A5.095
1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"POOL
RESTROOM
0961
09-ST02AEXIT
PASSAGEWAY
0928
OFFICE
ELEV
EL05-O
OFFICE
ELEV
EL06-O
0907
10
0904B
0963
0962
0928A
0928B
0960C
0920A
0970B
0961
0960A
0940
FITNESS
CENTER
0931
MPR
0921
FURNITURE
STORAGE
0921.1
CATERING
PANTRY
0923
CONFERENCE
0922
MENS
RESTROOM
0926
WOMENS
RESTROOM
0927
BREAKOUT
0920B
YOGA
STUDIO
0932
CORRIDOR
0902
L3A1
C3A1 C3A1
C3A1L3A1L3A1L3A1L3A1L3A1L3A1 C3A1
C3A1
C3A1B6A240' - 0"20' - 0"
CORRIDOR
0930
WOMENS
LOCKER_ROOM
0934
MENS
LOCKER_ROOM
0933
B3A2
1111
11
12
15' - 0"23' - 4"14' - 10"23' - 4"24' - 0"6' - 8 3/4"2' - 10"21' - 6"46' - 4"17' - 6"29' - 9"14' - 9"37' - 8"9' - 7 7/8"
0409
________________
SIM
03
A4.110 ________________
SIM
01
A4.110
________________
SIM
04
A4.110
________________1
A5.030
2 BED
U-0915
STUDIO
U-0916
1 BED
U-0917
URBAN 1
BED
U-0918
1 BED
U-0919
2 BED
U-0920
URBAN 1
BED
U-0914
19
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.109
CONSTRUCTION PLAN - LEVEL 09 - AMENITY
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 09 - AMENITY01
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
21 TPO ROOF MEMBRANE OVER TAPERED POLYISO
INSULATION (R-30 MIN) W/ FULL COVERAGE VAPOR
BARRIER OVER STRUCTURAL CON'C FRAME AND
FLOOR SYSTEM
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
10 STEEL TRELLIS STRUCTURE W/ STRING LIGHTING
11 PERIMETER 72" H GLASS WINDSCREEN SYSTEM
12 STAINLESS STEEL LINED POOL SUPPORTED IN
CON'C VESSEL, CONTINUOUSLY WATERPROOFED
WITH HOT FLUID-APPLIED WATERPROOFING.
PROVIDE SINGLE LOW POINT DRAIN AND SUN
DECK. REFER TO POOL DRAWINGS AND
SPECIFICATIONS.
19 PROVIDE SLAB DEPRESSION FOR XPS INSULATION
(THICKNESS T.B.D.) AND 2-1/2" THICK "SMASH-TILE"
FOR FITNESS AND YOGA STUDIO
DN
UP
DNUP
A2.002 1
A2.003
1
01
A3.001
________________
A2.001
1
A2.0041
B C D
1
3
4
5
6
7
2
EA
01
A3.005
________________
01
A3.002
________________
01
A3.004
________________
01
A3.003
________________
01
A3.006
________________
2 BED
U-1615
1 BED
U-1603
1 BED
U-1606
2 BED
U-1607
2 BED
U-1605
STUDIO
U-1616
1 BED
U-1621
2 BED
U-1622
1 BED
U-1617
URBAN 1
BED
U-1614
1 BED
U-1602
1 BED
U-1601
URBAN 1
BED
U-1623
1 BED
U-1604
2 BED
U-1620
URBAN 1
BED
U-1613
URBAN 1
BED
U-1618
1 BED
U-1619
URBAN 1
BED
U-1608
1 BED
U-1609
URBAN 1
BED
U-1610
URBAN 1
BED
U-1611
1 BED
U-1612 ________________1
A5.060 A4.031
01
A4.03701
________________01
A7.020
________________01
A7.021
________________01
A7.023
________________01
A7.025
________________04
A4.130
________________03
A4.130
________________01
A4.130
________________02A4.130 45' - 8 1/8"209' - 4"138' - 10"208' - 10"138' - 10"
9' - 11"45' - 0"32' - 0"45' - 0"6' - 11"
4' - 9"
2' - 5"
12' - 0"35' - 9"2' - 0" 3' - 0" 9' - 11"17' - 1"9' - 11" 10' - 0"32' - 0"4' - 5"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 11"5' - 0"57' - 1 7/8"11 3/4"9' - 0 1/4"21' - 6"10' - 3 1/8"6"30' - 0"6"9' - 2 7/8"14' - 1 1/8"6' - 2"1' - 7 3/8"33' - 1 1/2"9' - 8 1/8"5' - 0" 4' - 11"45' - 0"16' - 0" 2' - 0" 10' - 0"
4' - 0"
7"41' - 4"3' - 1" 6' - 11"
9' - 11"45' - 0"32' - 0"45' - 0"6' - 11"4' - 11"40' - 0"30' - 0"30' - 0"30' - 0"30' - 0"41' - 6"2' - 11"2' - 6"2' - 5"3' - 8 1/4"11' - 9 1/2"18' - 2 1/2" 6' - 3 3/4"5' - 1 3/4"18' - 1 1/4" 6' - 9"2' - 1 1/8"10' - 3 5/8" 9' - 0" 8' - 7 1/4"4 5/8"8' - 6 1/2" 8' - 1 7/8"2' - 11"5' - 0"79' - 5"________________02
A5.093
STAIR 01
16-ST01
SERVICE
ELEV
EL01-S TRASH RM
1605
RESI SWING
ELEV
EL02-R
RESI ELEV
EL03-R
RESI ELEV
EL04-R
ELEC
1609
RESI ELEV
LOBBY -
FSV
1604
STAIR 02
16-ST02
JANITOR
1610
13
13
13
13
13
131313
13
13
13
13
13 L3A1L3A1L3A1L3A1L3A1C3A1
C3A1
L3A1
L3A1
L3A1C3A1
C3A1L3A1
L3A1
L3A1
L3A1
L3A1
L3A1 C3A1C3A1L3A1
L3A1
L3A1L3A1L3A1
L3A1
L3A1
FEC
FEC
CS
OFF.
OA
OFF.
EA
SP1
SP2
STOR
1612
16-ST01B
= FIRE RATING - 3 HOUR
= FIRE RATING - 2 HOUR
= FIRE RATING - 1 HOUR
FIRE-RESISTANCE-RATED WALL ASSEMBLIES
= SMOKE PARTITION - 0 HR
= SMOKE BARRIER - 1 HR
WALL RATING LEGEND
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
As indicated
BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A1.111
CONSTRUCTION PLAN - LEVEL 11-18 - RESIDENTIAL
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
CONSTRUCTION PLAN - LEVEL 11-18 - TYPICAL RESIDENTIAL01
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
NORTH
A PARTITIONS AND MILLWORK ARE DIMENSIONED
FROM FINISH FACE TO FINISH FACE, UNLESS
OTHERWISE NOTED. MAINTAIN DIMENSIONS
MARKED "CLEAR". ALLOW FOR THICKNESS OF
FINISHES.
B REFER TO SHEET G1.102 FOR SYMBOLS.
C WHERE EVER MEP SCOPE CROSSES FIRE RATED
CONSRUCTION, PROVIDE PENETRATION FIRE
STOPPING AS REQUIRED TO MAINTAIN
CONSTRUCTION RATING.
D ALL PARTITIONS ADJACENT TO PLUMBING
FIXTURES ARE TO RECEIVE MOISTURE RESISTANT
GYPSUM BOARD.
E PROVIDE RECESSED FIRE EXTINGUISHER
CABINETS WITH DRY CHEMICAL TYPE 10LB
NOMINAL CAPACITY FIRE EXTINGUISHERS.
CABINETS TO BE STAINLESS STEEL WITH
VERTICAL GLASS VISION PANEL.
F PROVIDE CODE MINIUMUM SIGNAGE AT EXTERIOR
AND INTERIOR CONDITIONS. REFER TO SECTION
01 21 00 ALLOWANCES AND SIGNAGE PACKAGE
FOR ADDITIONAL INFORMATION.
G REFER TO PARTITION TYPES SHEET FOR
PARTITION DETAILS.
H PROVIDE WALL RATING LABELS AT ALL FIRE AND
SMOKE RATED PARTITIONS THROUGHOUT THE
PROJECT AREA AT INTERVALS NOT LESS THAN 20
FEET PER RATED WALL. REFER TO SECTION 07 84
13 OF THE PROJECT MANUAL.
I ALL DOOR FRAMES HINGE SIDE TO BE LOCATED 4"
FROM ADJACENT PERPENDICULAR PARTITION,
U.N.O.
I. CURTAIN WALL DIMENSIONS TO CORNER
CONDITIONS ARE TO FACE OF GLASS. MULLION
DIMENSIONS ARE TO CENTERLINE, TYPICAL.
J DIMENSIONS AND ALIGNMENTS ARE FROM FACE
OF FINISH TO FACE OF FINISH. PROVIDE FURRING
AS NECESSARY TO ACHIEVE ALIGNMENTS
SHOWN.
K. VERIFY DIMENSIONS NOTED "CLEAR", "HOLD",
"MIN", OR "V.I.F." DURING LAYOUT OF WORK.
NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO
PROCEEDING.
L PROVIDE BLOCKING IN ALL PARTITIONS TO
ACCOMODATE MILLWORK INSTALLATIONS &
OTHER WALL & CEILING HUNG ELEMENTS AS
REQUIRED REFER TO FURNITURE PLANS TO
COORDINATE LOCATION OF OVERHEAD UNITS..
M REFER TO CIVIL DRAWINGS FOR GRADING,
UTILITIES, STORMWATER MANAGEMENT, SITE
STRUCTURES, AND RELATED SITE INFORMATION.
N REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE SCOPE INCLUDING PLANTINGS,
HARDSCAPE, SITE STAIRS, RAMPS, EXTERIOR
RAILINGS ETC.
O FIRESAFE ALL FLOOR OPENINGS TO MEET
PROPER FIRE RATING AT STRUCTURAL FLOORS.
MAINTAIN FIRE RATING WHERE PENETRATIONS
OCCUR AT RATED ASSEMBLIES.
P FOR INFORMATION ON PLANTINGS, REFER TO
LANDSCAPE DRAWINGS
13 BALCONY RAILING
LEVEL 01 - 344'
344' - 0"
LEVEL 00
334' - 0"
LEVEL 04
386' - 0"
LEVEL 06
414' - 0"
LEVEL 07
428' - 0"
LEVEL 08
442' - 0"
LEVEL 09
460' - 10"
AVG GRADE PLANE
-4' - 0"
LEVEL 03
374' - 0"
LEVEL 01 - 346'
346' - 0"
LEVEL 02
364' - 0"12' - 6"10' - 8"10' - 8"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"13' - 6"18' - 10"14' - 0"14' - 0"14' - 0"14' - 0"12' - 0"10' - 0"9' - 0"9' - 0"2' - 0"4' - 0"B C D EA01
A3.005
________________
LEVEL 10
474' - 4"
LEVEL 11
484' - 1"
LEVEL 12
493' - 10"
LEVEL 13
503' - 7"
LEVEL 14
513' - 4"
LEVEL 15
523' - 1"
LEVEL 16
532' - 10"
LEVEL 17
542' - 7"
LEVEL 18
552' - 4"
LEVEL 19
562' - 1"
LEVEL 20
572' - 9"
PENTHOUSE
583' - 5"
MAX. PARAPET WALL
595' - 11"
LEVEL 05
400' - 0"
L01 - T/O RAMP
355' - 0"
01
A3.004
________________01
A3.006
________________
________________1
A4.001
________________2A4.001
________________1
A4.005
________________01
A4.010
________________01
A4.019
________________01
A4.021
________________02
A4.021
________________01
A4.030 ________________01
A4.031
2' - 0"2018 NCBC BUILDING HEIGHT255' - 11"UDO MEASURED HEIGHT243' - 5"Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
3/32" = 1'-0"BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A2.001
BUILDING ELEVATIONS - SOUTH
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
LEVEL 01 - 344'
344' - 0"
LEVEL 00
334' - 0"
LEVEL 04
386' - 0"
LEVEL 06
414' - 0"
LEVEL 07
428' - 0"
LEVEL 08
442' - 0"
LEVEL 09
460' - 10"
01
A3.001
________________
AVG GRADE PLANE
-4' - 0"
LEVEL 03
374' - 0"
LEVEL 02
364' - 0"
1 3 4 5 6 72
LEVEL 10
474' - 4"
LEVEL 11
484' - 1"
LEVEL 12
493' - 10"
LEVEL 13
503' - 7"
LEVEL 14
513' - 4"
LEVEL 15
523' - 1"
LEVEL 16
532' - 10"
LEVEL 17
542' - 7"
LEVEL 18
552' - 4"
LEVEL 19
562' - 1"
LEVEL 20
572' - 9"
PENTHOUSE
583' - 5"
MAX. PARAPET WALL
595' - 11"
01
A3.002
________________
LEVEL 05
400' - 0"
L01 - T/O RAMP
355' - 0"
01
A3.003
________________
________________2
A4.005
________________2
A4.004
________________1
A4.004
________________1
A4.011________________03
A4.012
________________02
A4.022________________01
A4.022
________________03
A4.022
________________01
A4.032________________01
A4.033
LEVEL 00 - NW RETAIL/OFFICE ENTRY
336' - 8"12' - 6"10' - 8"10' - 8"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"13' - 6"18' - 10"14' - 0"14' - 0"14' - 0"14' - 0"12' - 0"10' - 0"9' - 0"11' - 0"4' - 0"3' - 4"2' - 8"2018 NCBC BUILDING HEIGHT261' - 11"UDO MEASURED HEIGHT249' - 5"Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
3/32" = 1'-0"BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A2.002
BUILDING ELEVATIONS - WEST
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
LEVEL 01 - 344'
344' - 0"
LEVEL 00
334' - 0"
LEVEL 04
386' - 0"
LEVEL 06
414' - 0"
LEVEL 07
428' - 0"
LEVEL 08
442' - 0"
LEVEL 09
460' - 10"
LEVEL 03
374' - 0"
LEVEL 02
364' - 0"
BCDE A
01
A3.005
________________
LEVEL 10
474' - 4"
LEVEL 11
484' - 1"
LEVEL 12
493' - 10"
LEVEL 13
503' - 7"
LEVEL 14
513' - 4"
LEVEL 15
523' - 1"
LEVEL 16
532' - 10"
LEVEL 17
542' - 7"
LEVEL 18
552' - 4"
LEVEL 19
562' - 1"
LEVEL 20
572' - 9"
PENTHOUSE
583' - 5"
MAX. PARAPET WALL
595' - 11"
LEVEL 05
400' - 0"
L01 - T/O RAMP
355' - 0"
LEVEL 01 - FIRE/WATER PUMPS
342' - 0"
LEVEL 01 - GENERATOR
340' - 8"
01
A3.004
________________01
A3.006
________________
________________1
A4.003
________________2
A4.003
________________01
A4.013
________________01
A4.014
________________01
A4.023
________________02
A4.023
________________01
A4.034
________________01
A4.035
LEVEL 00 - NW RETAIL/OFFICE ENTRY
336' - 8"2' - 8"4' - 0"1' - 4"2' - 0"11' - 0"9' - 0"10' - 0"12' - 0"14' - 0"14' - 0"14' - 0"14' - 0"18' - 10"13' - 6"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"10' - 8"10' - 8"12' - 6"2018 NCBC BUILDING HEIGHT261' - 11"C JC JC J C J UDO MEASURED HEIGHT249' - 5"Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
3/32" = 1'-0"BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A2.003
BUILDING ELEVATIONS - NORTH
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
LEVEL 01 - 344'
344' - 0"
LEVEL 00
334' - 0"
LEVEL 04
386' - 0"
LEVEL 06
414' - 0"
LEVEL 07
428' - 0"
LEVEL 08
442' - 0"
LEVEL 09
460' - 10"
01
A3.001
________________
LEVEL 03
374' - 0"
LEVEL 01 - 346'
346' - 0"
LEVEL 02
364' - 0"
1345672
LEVEL 10
474' - 4"
LEVEL 11
484' - 1"
LEVEL 12
493' - 10"
LEVEL 13
503' - 7"
LEVEL 14
513' - 4"
LEVEL 15
523' - 1"
LEVEL 16
532' - 10"
LEVEL 17
542' - 7"
LEVEL 18
552' - 4"
LEVEL 19
562' - 1"
LEVEL 20
572' - 9"
PENTHOUSE
583' - 5"
MAX. PARAPET WALL
595' - 11"
01
A3.002
________________
LEVEL 05
400' - 0"
L01 - T/O RAMP
355' - 0"
01
A3.003
________________
L 01 - LOADING/TRASH
345' - 2"
________________3
A4.001
________________02
A4.002
________________01
A4.002
________________01
A4.017
________________01
A4.018
________________01
A4.024
________________02
A4.024
________________01
A4.036________________01
A4.037
12' - 6"10' - 8"10' - 8"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"13' - 6"18' - 10"14' - 0"14' - 0"14' - 0"14' - 0"12' - 0"10' - 0"9' - 0"9' - 0"10"1' - 2"2018 NCBC BUILDING HEIGHT251' - 11"C JC J
C J UDO MEASURED HEIGHT239' - 5"Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
3/32" = 1'-0"BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A2.004
BUILDING ELEVATIONS - EAST
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
LEVEL 01 - 344'
344' - 0"
LEVEL 00
334' - 0"
LEVEL 04
386' - 0"
LEVEL 06
414' - 0"
LEVEL 07
428' - 0"
LEVEL 08
442' - 0"
LEVEL 09
460' - 10"
01
A3.001
________________
LEVEL 03
374' - 0"
LEVEL 01 - 346'
346' - 0"
LEVEL 02
364' - 0"
1 3 4 5 6 72
LEVEL 10
474' - 4"
LEVEL 11
484' - 1"
LEVEL 12
493' - 10"
LEVEL 13
503' - 7"
LEVEL 14
513' - 4"
LEVEL 15
523' - 1"
LEVEL 16
532' - 10"
LEVEL 17
542' - 7"
LEVEL 18
552' - 4"
LEVEL 19
562' - 1"
LEVEL 20
572' - 9"
PENTHOUSE
583' - 5"
MAX. PARAPET WALL
595' - 11"2' - 0"01
A3.002
________________
LEVEL 05
400' - 0"
L01 - T/O RAMP
355' - 0"
LEVEL 01 - GENERATOR
340' - 8"
01
A3.003
________________
________________02
A4.060
RETAIL
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
AMENITY
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL 12' - 6"10' - 8"10' - 8"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"13' - 6"18' - 10"14' - 0"14' - 0"14' - 0"14' - 0"12' - 0"10' - 0"9' - 0"9' - 0"2' - 0"3' - 4"6' - 8"________________1
A4.050
________________3A4.053
Date
Scale
© Gensler
Seal / Signature
Description
Project Number
Project Name
Description
SHEET NOTES
GENERAL NOTES
2019
Allied Fire Protection, Inc.
80 Rupert Road
Raleigh, N.C. 27603
USA
Tel [phone]
Fax [phone]
Tel [phone]
Fax [phone]
613 Hillsborough St.
Raleigh, NC 27603
United States
Stewart Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
Uzun+Case, LLC
421 Fayetteville St., Suite 1306
Raleigh, NC 27601
USA
Tel [phone]
Lighthouse Engineering
400 W Morgan St., Suite 100
Raleigh, NC 27603
USA
Tel [phone]
Fax [phone]
WaterDesign LLC
9876 Main Street, Suite 225
Woodstock, GA 30188
USA
Tel [phone]
NOT FOR
CONSTRUCTION
3/32" = 1'-0"BIM 360://090.0146.000 - 400 Hillsborough Street/90.0146.000 - Architecture - 400 Hillsborough Street - v2019.rvt400 Hillsborough St
Raleigh, NC 27603
A3.005
BUILDING SECTIONS
90.0146.000
400H
TC
MidAtlantic
Development
II, Inc.
SCALE:3/32" = 1'-0"
BUILDING SECTION - NORTH-SOUTH01
2019.10.28 ISSUED FOR DESIGN DEVELOPMENT
3. Floor Plans + Sections
2017.02.27
POWER HOUSE DECK
Powerhouse Sq Deck
Levels 01-02
UPUP
UP
UP
UPUP
EDCBA
8
7
6
5
4
3
2
1
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
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20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
4345
46
47
48
49
50
51
52
53
54
55
56
57
58
59
44
HATCH DENOTESEXISTING TO REMAINAS-IS AND NOT PARTOF THIS SITE PLANAPPLICATION
LEGEND:
EDCBA
8
7
6
5
4
3
2
1
DN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:48 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.101
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 011SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 022
LEVEL TOTALSPACES
LEVEL 03LEVEL 04LEVEL 05LEVEL 06
8126126107
POWERHOUSE DECK PARKING ANALYSIS
***COMPACTSPACES ADASPACES VANSPACES
6202013
59
0442
10
0220
4
REQ'D/ALLOWED:240 ** 113 8 MIN 2
*NOTE: EXISTING POWERHOUSE PARKING DECK CONTAINS294 SPACES IN ADDITION TO THE NEW SPACES PROVIDED INTHE TABLE ABOVE AND SHOWN IN PLANS FOR REFERENCEONLY AND ARE NOT PART OF THIS SITE PLAN APPLICATION
**NOTE: PER UDO OFFICE REQUIREMENTS.
***NOTE: ALL COMPACT SPACES ARE DUE TO COLUMNENCROACHMENTS, NOT DUE TO SPACE WIDTH LESS THANTHE UDO REQUIRED MINIMUM WIDTH AT 8'-6"
TOTAL:367
1 2017.01.23 SITE PLAN SUBMISSION #01
UPUP
UP
UP
UPUP
EDCBA
8
7
6
5
4
3
2
1
UP1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
4345
46
47
48
49
50
51
52
53
54
55
56
57
58
59
44
HATCH DENOTESEXISTING TO REMAINAS-IS AND NOT PARTOF THIS SITE PLANAPPLICATION
LEGEND:
EDCBA
8
7
6
5
4
3
2
1
DN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:48 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.101
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 011SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 022
LEVEL TOTALSPACES
LEVEL 03LEVEL 04LEVEL 05LEVEL 06
8126126107
POWERHOUSE DECK PARKING ANALYSIS
***COMPACTSPACESADASPACESVANSPACES
6202013
59
0442
10
0220
4
REQ'D/ALLOWED:240 ** 113 8 MIN 2
*NOTE: EXISTING POWERHOUSE PARKING DECK CONTAINS294 SPACES IN ADDITION TO THE NEW SPACES PROVIDED INTHE TABLE ABOVE AND SHOWN IN PLANS FOR REFERENCEONLY AND ARE NOT PART OF THIS SITE PLAN APPLICATION
**NOTE: PER UDO OFFICE REQUIREMENTS.
***NOTE: ALL COMPACT SPACES ARE DUE TO COLUMNENCROACHMENTS, NOT DUE TO SPACE WIDTH LESS THANTHE UDO REQUIRED MINIMUM WIDTH AT 8'-6"
TOTAL:367
1 2017.01.23 SITE PLAN SUBMISSION #01
Level 01
Existing
Level 02
Existing
Powerhouse Deck Parking Table
Level 01 (existing)
Level 02 (existing)
Level 03 (existing)
Level 03
Level 04
Level 05
Level 06
Total
59
127
115
8
126
126
107
367
*Note: Existing Powerhouse Deck
contains 294 Spaces on Levels 01-03
2017.02.27
UP
UP
UP
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
111
112
113
114
115
1
2
3
4
5
6
7
8
110
109
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
108
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
110
109
126
107
VANVAN© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:53:19 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.102
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 031SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 042
1 2017.01.23 SITE PLAN SUBMISSION #01
UP
UP
UP
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
111
112
113
114
115
1
2
3
4
5
6
7
8
110
109
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
108
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
110
109
126
107
VANVAN© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:53:19 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.102
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 031SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 042
1 2017.01.23 SITE PLAN SUBMISSION #01
Powerhouse Sq Deck
Levels 03-04
Level 03
17 Spaces
Level 04
126 Spaces
Powerhouse Deck Parking Table
Level 01 (existing)
Level 02 (existing)
Level 03 (existing)
Level 03
Level 04
Level 05
Level 06
Total
59
127
115
8
126
126
107
367
*Note: Existing Powerhouse Deck
contains 294 Spaces on Levels 01-03
2017.02.27
Powerhouse Sq Deck
Levels 05-06
UP
UP
DN
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
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20
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111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
110
109
126 VAN VAN
104
EDCBA
8
7
6
5
4
3
2
1
C
DNDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
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31
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35
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61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:53 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.104
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 051SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 062
1 2017.01.23 SITE PLAN SUBMISSION #01
UP
UP
DN
UP
EDCBA
8
7
6
5
4
3
2
1
UPDN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
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33
34
35
36
37
38
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40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
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79
80
81
82
83
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85
86
87
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89
90
91
92
93
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98
99
100
101
102
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105
106
107
108
111
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113
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115
116
117
118
119
120
121
122
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125
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© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2016
Tel [phone]Fax [phone] Hillsborough St.Raleigh, NC 27603United States
421 Fayetteville StSuite 400Raleigh, NC 27601
Tel [phone]Fax [phone]
NOT FOR CONSTRUCTION
400 HILLSBOROUGH STREETMIXED USE BUILDING ANDPOWERHOUSE PARKING GARAGEEXPANSION
2/21/2017 2:47:53 PM\\gensler.ad\projects\RevitUserModels\20648\90.0146.000 - Architecture - 400 Hillsborough Street - Alt B - v2016_Scott Lagstrom.rvt 1" = 20'-0"
400 HILLSBOROUGH STREET
Z2.104
POWERHOUSE SQUARE PARKINGGARAGE PLANS
400 Hillsborough Street
SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 051SCALE: 1" = 20'-0"
ZONING PLAN - P LEVEL 062
1 2017.01.23 SITE PLAN SUBMISSION #01
Level 05
126 Spaces
Level 06
107 Spaces
Powerhouse Deck Parking Table
Level 01 (existing)
Level 02 (existing)
Level 03 (existing)
Level 03
Level 04
Level 05
Level 06
Total
59
127
115
8
126
126
107
367
*Note: Existing Powerhouse Deck
contains 294 Spaces on Levels 01-03
2017.02.27
Job: 400-H - TMUnits: Ft-CYFri Aug 16, 2019 09:15:02 Page 1 Volume Report Design vs. Existing Area Volume Comp/Ratio Compact Export Change Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per .1 Ft Job Site 47,398 46,623 537 238 10,590 11 1.00 1.00 10,590 11 10,579 176 *Each additional1' of cut equatesto 1,711 CUYD'sDoes not include volumeof pile cap excavation andauger cast drilling spoils2,500 CUYD's import ofclean material requiredafter excavation
ATTACHMENT B
BENEFICIAL USE SOIL ASSESSMENT REPORT
(Text, Tables, and Drawings only)

February 11, 2020

Ms. Joselyn Harriger NC Brownfields Program NC Department of Environmental Quality Division of Waste Management
Mail Service Center 1646
Raleigh, NC 27699-1646 Reference: BENEFICIAL USE SOIL ASSESSMENT REPORT
HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE 404, 406, AND 414 HILLSBOROUGH ST., 11 AND 15 N. HARRINGTON ST.; 409 EDENTON ST., AND 505 AND 513 W. JONES ST. RALEIGH, WAKE COUNTY, NORTH CAROLINA BROWNFIELDS PROJECT NOS.: 19019-15-092 AND 18026-14-092
MID-ATLANTIC JOB NO. 000R2650.02 MID-ATLANTIC PE LICENSE NO.: F-0967 Dear Ms. Harriger:
On behalf of TC MidAtlantic Development II, Inc., we are pleased to present this Beneficial
Use Soil Assessment Report for the above-referenced site. Please contact me at 919-250-9918 if any questions arise or if we may be of further service. Sincerely,
MID-ATLANTIC ASSOCIATES, INC.
Katie A. Lippard Senior Project Manager Enclosure

BENEFICIAL USE SOIL ASSESSMENT REPORT HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE 404, 406, AND 414 HILLSBOROUGH ST., 11 AND 15 N. HARRINGTON ST.; 409 EDENTON ST., AND 505 AND 513 W. JONES ST.
RALEIGH, WAKE COUNTY, NORTH CAROLINA
BROWNFIELDS PROJECT NOS.: 19019-15-092 AND 18026-14-092
Prepared For:
Mr. Jerry Ricciardi TC MidAtlantic Development II, Inc. 1055 Thomas Jefferson Street, NW, Suite 600
Washington, DC 20007
Prepared By: Mid-Atlantic Associates, Inc.
409 Rogers View Court
Raleigh, North Carolina 27610 Mid-Atlantic Associates, Inc. Job No. 000R2650.02
Mid-Atlantic PE License No: F-0967
February 11, 2020

TABLE OF CONTENTS 1.0 INTRODUCTION ..................................................................................................... 1
2.0 SUMMARY OF FIELD ACTIVITIES ........................................................................ 2
2.1 Utility Clearance and Sampling Location Siting .................................................... 2
2.2 Soil Boring and Sampling ..................................................................................... 2
3.0 SUMMARY OF LABORATORY ANALYTICAL RESULTS .................................... 4
4.0 CONCLUSIONS AND RECOMMENDATIONS ....................................................... 5

DRAWINGS Drawing 1 Topographic Site Map Drawing 2 Site Map
Drawing 3 Soil Sample Location Map
TABLES
Table 1 Beneficial Use Soil Assessment Sampling Detail
Table 2 Summary of Assessment Soil Sample Analysis APPENDICES

Appendix A Boring Logs Appendix B Laboratory Analytical Report and Chain of Custody Record for Soil Samples

1.0 INTRODUCTION The subject site is comprised of seven parcels (P1 through P7) totaling 1.16 acres located in a historic district west of downtown Raleigh, North Carolina (Drawings 1 and 2). The site
has historically been used for commercial and mixed-use purposes and is currently vacant. The subject site is developed with five of the seven parcels containing masonry block structures. Four buildings, located in the southern portion of the site on parcels P1 through P6 (Hillsborough Square site), are enclosed and total approximately 34,349 square feet. The fifth building is the Powerhouse Square parking structure located on the northwest
parcel (P7) of the subject site. The six parcels on the east side of North West Street, (P1 through P6), are about to undergo redevelopment with a mix of retail, office and residential. As part of the redevelopment activities on parcels P1 through P6, significant portions of the site will require soil excavation. Approximately 10,580 cubic yards is planned to be
excavated during redevelopment. An additional volume of soil will be produced during pile cap excavation and auger cast drilling. The pile cap excavation and drilling spoil volume is currently estimated to be approximately 1,800 cubic yards. This material is planned to remain on-site and be used as backfill during redevelopment activities. Therefore, sampling of this material was not included in this assessment. Management of these soils will be
included the Environmental Management Plan (EMP) that will be prepared for this site. Subsurface disturbance on parcel P7, containing the Powerhouse Square parking structure, will be minimal. Redevelopment activities on this parcel include the addition of an elevator lobby and stairs. Soil volume removal is estimated be approximately 30 yards or less,
although design plans for redevelopment on this parcel are not finalized. Based on the minimal amount of soil removal anticipated, sampling of this material was not included as part of this assessment. The objective of this assessment is to help outline environmental activities required prior
to commencing redevelopment at the subject site. Plans for this assessment were detailed in a Beneficial Use Soil Assessment Work Plan dated November 13, 2019 and approved by the North Carolina Brownfields Program (NCBP) on November 22, 2019. This assessment scope of work included a comprehensive grid-based soil sampling regime (Drawing 3) to assess the soils targeted for excavation on parcels P1 through P6
during redevelopment of the site. The grid pattern of assessment was intended to provide an unbiased assessment of the site where soil cuts are anticipated and to characterize the soil that may be exported from the site (potential beneficial fill). The findings from this assessment will be used to better define the area targeted for soil removal and support
the EMP development. The remainder of this report details the soil assessment
conducted at the site from January 6 through 8, 2020. The assessment was conducted in accordance with the November 2019 work plan, with the exception of sampling locations that were off-set by up to 12 feet from the proposed locations in some areas due to site constraints, and the addition of one soil sample location.

The opinions included herein are based on our experience and the information obtained during the study. This report is based on limited observations made on the dates noted
Beneficial Use Soil Assessment Report February 11, 2020
Hillsborough Square and Powerhouse Square Page 2
Raleigh, North Carolina

using the procedures described herein. If additional information becomes available, we request the opportunity to review the information, reassess the potential environmental concerns and modify our conclusions and recommendations, if appropriate.
2.0 SUMMARY OF FIELD ACTIVITIES
2.1 Utility Clearance and Sampling Location Siting
Prior to commencing field activities at the site, several tasks were accomplished in
preparation for the assessment. A Health and Safety Plan (HASP) was prepared to
include site-specific health information necessary for the field activities. North Carolina-One-Call (811) was contacted on December 20, 2019 to report the proposed assessment activities and subsequently notify all affected public utilities. On January 6, 2020, private utilities were located and marked by KCI Associates of North Carolina (KCI) in the areas of
the proposed sampling locations. The final locations of the soil borings were placed to avoid the marked utilities and to be situated as close to the proposed sampling locations as could safely be managed. Modifications from the proposed sampling plan include relocating several soil borings up to twelve feet from their proposed locations due to site constraints
and proximity to utilities, and collection of an additional soil boring (B2-SB-6) within the
basement of one of the site buildings. Mid-Atlantic does not consider these modifications to have adversely impacted the objective of this assessment.
2.2 Soil Boring and Sampling

On January 6 and 7, 2020, under the supervision of Mid-Atlantic, Quantex Inc. (Quantex)
used a Geoprobe 7822DT to advance 17 soil borings at the designated locations primarily in the exterior portions of the site (Drawing 3). Each boring was advanced using decontaminated equipment. Soil samples were collected via 5-foot macrocores for soil characterization and laboratory analysis. Soil was screened for the presence of volatile
organic compounds (VOCs) using a photo ionization detector (PID).
From January 6 through 8, 2020, under the supervision of Mid-Atlantic, Environmental Field Management, Inc. (EFM) used a coring machine to core through the building slab floors and basement floors to gain access to site soils beneath the buildings on-site. Twenty-
one soil borings were advanced using a decontaminated hand auger bucket (Drawing 3).
Soil samples were collected from each boring for characterization and laboratory analysis. Soil was screened for the presence of VOCs using a PID. Boring logs for both the Geoprobe borings and hand augur borings are provided in Appendix A.
A total of nineteen composite soil samples and one duplicate sample were collected from
38 soil borings advanced in a variable grid pattern as illustrated on Drawing 3. The grid pattern illustrates 12 blocks. Each block includes approximately 1,000 cubic yards of soil
Beneficial Use Soil Assessment Report February 11, 2020
Hillsborough Square and Powerhouse Square Page 3
Raleigh, North Carolina

that is targeted for export. The area covered by each block varies with the approximate depth of the cut in the block. Thus, shallow cuts have blocks that cover a larger area when compared to blocks with deeper cuts. The soil within each block was assessed using aliquot samples collected from two to six borings advanced within each block. For blocks
with cut depths extending to five feet below the surface, one sample was collected from
each boring (no vertical stratification). For the blocks where the borings extend from six to twelve feet, shallow (0 to 5 feet) and deep (6 to 12 feet) strata were evaluated separately. Soil cuttings from each soil boring were screened using a Photoionization Detector (PID) to evaluate if VOCs were detected in soil during drilling activities. Soil
samples were collected in 5-foot (or less for more shallow borings) intervals using a
GeoProbe macrocore sampler and direct push technology. A longitudinally split portion of each soil sample was removed from the sampling device (acetate sleeves from the macrocore sampler) and placed in a pre-labeled, plastic "ziploc" bag. After several minutes, the gas contained in the "headspace" or void area within the bag was screened
with a PID. The PID was also used for air monitoring in accordance with provisions in the site health and safety plan (HASP). The soil samples collected for laboratory analysis were removed from the acetate sleeve (not the ziploc bags) and placed directly into laboratory supplied sample jars. Samples were collected from the default depths or from the intervals where the highest PID readings were recorded. VOCs were not detected in
any of the soils screened with PID, with the exception of soils from boring B12-SB-1 which exhibited PID measurements ranging from 0.0 to 53.3 parts per million (ppm) and B12-SB-2 which exhibited PID measurements ranging from 0.0 to 0.4 ppm. Soil assessment sampling depths and additional sampling details are provided in Table 1.
One grab sample from each block that exhibited the highest PID reading was collected for analysis of VOCs. In blocks with multiple strata, this sampling approach was used for each strata. One composite soil sample from each block, which was comprised of aliquot samples collected from each boring within each block, was analyzed for semi-VOCs (SVOCs) and eight RCRA metals. In blocks with multiple strata, this compositing sampling
approach was used for each strata. Samples were submitted for laboratory analysis of VOCs by EPA Method 8260, SVOCs by EPA Method 8270, eight RCRA metals using EPA Methods 6010 & 7471 (for mercury). Approximately 10% of the composite soil samples containing the highest concentrations
of total chromium were submitted for analysis of hexavalent chromium using EPA Method 7199. One duplicate soil sample (Duplicate) was collected from composite soil sample B-12D, from the interval where the highest PID readings were recorded. Soil samples were shipped to Waypoint Analytical (formerly Prism Laboratories) of Charlotte, North Carolina for laboratory analysis as shown on the chain of custody record provided in Appendix B.

Beneficial Use Soil Assessment Report February 11, 2020
Hillsborough Square and Powerhouse Square Page 4
Raleigh, North Carolina

3.0 SUMMARY OF LABORATORY ANALYTICAL RESULTS Soil samples were compared to the Residential Preliminary Soil Remediation Goals
(PSRGs), the Protection of Groundwater PSRGs, and the Industrial PSRGs. As
summarized in Table 2, total chromium was detected in each of the composited soil samples and the duplicate sample at concentrations exceeding the Residential, Industrial/Commercial, and Protection of Groundwater PSRGs for total chromium, with the exception of sample B-12D, where concentrations did not exceed the
Industrial/Commercial PSRGs. Three of the soil samples with the highest total chromium
concentrations [B-4D at 26 milligrams per kilogram (mg/kg), B-6S at 29 mg/kg, and B-7 at 27 mg/kg], making up 10% of the samples collected, were speciated for hexavalent chromium and the concentrations were below the PSRGs. These speciation results indicate the chromium concentrations identified in the soil samples consist primarily of
trivalent chromium. Neither the speciated hexavalent chromium concentrations nor the remaining trivalent chromium concentrations identified in the samples exceed the PSRGs. Arsenic was detected in 15 of the 19 composite soil samples collected with concentrations ranging from an estimated concentration of 0.76 mg/kg to 3.9 mg/kg, exceeding either the Residential and/or the Industrial/commercial PSRGs, but below the Protection of
Groundwater PSRG. Arsenic is a metal that is found naturally occurring in North Carolina soils. According to the North Carolina Department of Agriculture and Consumer Services (NCDA), an average concentration of 4.5 mg/Kg of arsenic was detected in laboratory testing of 3,286 soil samples collected across North Carolina between 2005 and 2007 (NCDA, 2008). Furthermore, the EPA notes that arsenic concentrations typically range
from four to nine mg/Kg in most soils (EPA, 2003). According to the laboratory analysis, the arsenic concentrations detected in the assessment samples collected from the subject site fall within levels believed to be found naturally in North Carolina soils. Additional metals including barium, cadmium, lead, and mercury were detected in some
or all of the composite soil samples and the duplicate sample at concentrations above laboratory method detection limits but below the PSRGs. As summarized in Table 2, benzo(a)pyrene was detected in composite soil samples B-3S collected from the shallow strata of Block 3 and B-4D collected from the deep strata of Block
4 at estimated concentrations exceeding the Residential and the Protection of Groundwater PSRGs, but below the Industrial/Commercial PSRG. Additional SVOCs were detected in three of the composite soil samples at concentrations above laboratory method detection limits but below the PSRGs. VOCs were detected in 13 of the 19 grab soil samples and the duplicate at concentrations above laboratory method detection limits but below the PSRGs.

Beneficial Use Soil Assessment Report February 11, 2020
Hillsborough Square and Powerhouse Square Page 5
Raleigh, North Carolina

4.0 CONCLUSIONS AND RECOMMENDATIONS The objective of this assessment was to help outline environmental activities required
prior to commencing redevelopment at the subject site and to help in the preparation of
the site EMP. This assessment scope of work included a comprehensive grid-based soil sampling regime to assess the soils targeted for excavation on parcels P1 through P6 during site redevelopment. The grid pattern of assessment was intended to provide an unbiased assessment of the site where soil cuts are anticipated and to characterize the
soil that may be exported from the site (potential beneficial fill). Based on review of the
data collected during this assessment Mid-Atlantic concludes:
• With the exception of arsenic and total chromium detected in some or all of the
composited soil samples, soil quality in the cut areas of the subject site do not exceed the PSRGs. The arsenic concentrations detected in composited soil samples and the duplicate fall within levels believed to be found naturally in North Carolina soils. Soil samples B-4D, B-6S and B-7 were speciated for hexavalent chromium and the results are below the PSRGs;
• Samples B-3S and B-4D exhibited estimated concentrations of benzo(a)pyrene
slightly above the Residential and Protection of Groundwater PSRGs; and
• The average concentrations of benzo(a)pyrene over the approximately 0.25 acre
area that makes up Blocks 3, 4 and 9 are 0.094 mg/kg for the shallow strata, and 0.058 mg/kg for the deeper strata, both below the Residential and Protection of Groundwater PSRGs.
Based on the totality of the data collected during this investigation, Mid-Atlantic
recommends that the soil planned for export at this site be treated as unrestricted beneficial fill. Mid-Atlantic recommends submittal of this report to the NCBP for review.

DRAWINGS
´
TOPOGRAPHIC SITE MAPHILLSBOROUGH SQUARE AND POWERHOUSE SQUARE400H OFFICE REDEVELOPMENT HILLSBOROUGH ST. AT N. WEST ST. RALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
WAKE
JOHNSTON
NASH
HARNETT
LEE
FRANKLINDURHAM
CHATHAM
ORANGE
WAYNE
WILSON
GRANVILLE
AREA SHOWNWITHIN WAKE COUNTY
APRIL 2019
000R2650.01
01G-R2650.01-1
1
1. RALEIGH WEST, NC DIGITAL RASTER GRAPHIC, USGS, 2013. SCANNED FROM 1:24,000-SCALE RALEIGH WEST, NC TOPOGRAPHIC MAP, PUBLISHED 2013, USGS.2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C.3. PARCEL DATA FROM WAKE COUNTY GIS.
CONTOUR INTERVAL = 10 FEET
0 1,000 2,000500Feet
SITE, P-1 TO P-6
1:12,000
EBA
SITE, P-7
P-7
P-3
P-1P-2
P-6 P-5
P-4N WEST STW JONES ST
W EDENTON ST
N HARRINGTON STHILLSBOROUGH ST
S WEST STS HARRINGTON STF
´
SITE MAPHILLSBOROUGH SQUARE AND POWERHOUSE SQUARE400H OFFICE REDEVELOPMENT HILLSBOROUGH ST. AT N. WEST ST. RALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
APRIL 2019
000R2650.01
01G-R2650.01-2
2
1. 2017 AERIAL IMAGERY FROM NC ONE MAP.2. PARCEL BOUNDARY AND ROAD DATA FROM WAKE COUNTY GIS.3. MID-ATLANTIC FIELD NOTES.
1:1,800
SITE PARCELS
PROPERTY LINES
0 150 300Feet
FFORMER FILLING STATIONSAND AUTO REPAIR
FORMER FILLING STATIONS
FORMER FILLING STATIONS
FORMER DRY-CLEANER
FORMER AUTOREPAIR
LUSTFORMER TAYLOR
PROPERTY
EBA
LEGEND:
JIE

TABLES
RALEIGH, NORTH CAROLINA
Block Location
Approximate Depth of
Existing Surface Below
Outside Grade (ft)
Approximate
Volume yd3
Boring and
Alliquote
Sample Count
Boring Depth
Below Outside
Grade (ft)
Proposed Sample
Depth Below
Outside Grade1 (ft)
Actual Sample
Depth Below
Outside Grade1 (ft)
Soil Sample Name
VOC Grab
Sample
Location
VOCs SVOCs Metals Boring Advancement
Method
1 Parking Lot and
Basement At Grade 950 5 Parking Lot: 5
Basement: 12
Parking Lot: 2
Basement: 9 2.5 - 9 B-1 B1-SB-5 G C C Geoprobe
2 Basement 8 780 6 12 10 10 B-2 B2-SB-6 G C C Hand Auger
2 2 B-3s B3-SB-2 G C C
7 7 B-3d B3-SB-2 G C C
2 2 B-4s B4-SB-2 G C C
7 7 B-4d B4-SB-2 G C C
2 2 B-5s B5-SB-2 G C C
7 7 B-5d B5-SB-2 G C C
3 3 B-6s B6-SB-2 G C C
5 5 B-6d B6-SB-2 G C C
7 Parking lot At Grade 995 4 10 3 3 B-7 B7-SB-4 G C C Geoprobe
8 Basement 10 720 4 14 12 12 B-8 B8-SB-4 G C C Hand Auger
5 5 B-9s B9-SB-2 G C C
10 10 B-9d B9-SB-2 G C C
10 Basement 10 970 5 14 12 12 B-10 B10-SB-5 G C C Hand Auger
5 5 B-11s B11-SB-2 G C C
10 10 B-11d B11-SB-2 G C C
5 5 B-12s B12-SB-1 G C C
10 7 - 10 B-12d B12-SB-1 G C C
Duplicate Sample (B-
12d)Duplicate B12-SB-1 1 1 1
Totals 10579 38 20 20 20
VOCs: Volatile Organic Compounds by EPA Method 8260
SVOCs: Semi-Volatile Organic Compounds by EPA Method 8270
Metals: Eight RCRA metals by EPA 6010D/7471B+ 10% hexavalent chromium by EPA 7199
ft: Foot/Feet
G: Grab SamplesC: Composite Sample
*Duplicate sample was collected at sample interval with highest PID field screening measurement.
HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE

15
11 Parking Lot At Grade 804 2 15
12 Parking Lot At Grade 805 2
5
11.5
10
10At Grade
At Grade
3
4
2
2
At Grade
At Grade
9 985
970
950
6
2
2
2
Parking lot
Parking lot
Crawlspace
TABLE 1BENEFICIAL USE SOIL ASSESSMENT SAMPLING DETAIL
400H OFFICE REDEVELOPMENT
MID-ATLANTIC JOB NO. R2650.02
Hand Auger
Hand Auger
Slab on Grade
Slab on Grade
800
9
HILLSBOROUGH STREET AT N. WEST STREET
850
Geoprobe
Geoprobe
Hand Auger
Geoprobe
Geoprobe
3
9
B-1 B-2 B-3S B-3D B-4S B-4D B-5S B-5D B-6S B-6D B-7 B-8 B-9S B-9D B-10 B-11S B-11D B-12S B-12D DUPLICATE
(B-12D)Residential PSRG mg/kg Industrial/Commercial PSRG
mg/kg
Protection of Groundwater PSRG
mg/kg
Sampling Date 1/6/2020 1/7/2020 1/8/2020 1/8/2020 1/8/2020 1/8/2020 1/6/2020 1/6/2020 1/7/2020 1/7/2020 1/6/2020 1/6/2020 1/7/2020 1/7/2020 1/6/2020 1/7/2020 1/7/2020 1/7/2020 1/7/2020 1/7/2020Sample Depth in Feet BLS 2 10 2 7 2 7 2 7 3 5 3 12 5 10 2 5 10 5 7-10 7-10RCRA Metals by Method 6010D/7471BArsenic1.6 1.5 3.9 2.8 2.3 2.3 1.2 1.1 2.3 1.4 1.2 J 0.54 J 3.1 1.9 0.57 J 2.3 0.76 J 0.65 J 0.18 J 0.36 J 0.68 3 5.8
Barium 71 61 170 44 42 29 27 36 41 360 19 54 62 49 79 55 140 86 54 55 3100 47000 580
Chromium (Total)10 13 20 24 18 26 17 19 29 23 27 8.7 25 16 17 24 13 14 5.7 6.5 0.31 6.5 3.8
Cadmium <0.044 <0.043 <0.039 <0.043 <0.038 <0.042 <0.042 <0.047 <0.044 <0.044 <0.043 <0.042 <0.039 <0.044 0.096 J <0.040 <0.043 <0.040 <0.041 <0.041 14 200 3
Lead 15 12 140 25 91 14 18 11 15 44 17 13 20 23 32 21 12 13 12 12 400 800 250Hexavalent Chromium NT NT NT NT NT 0.20 J NT NT <0.06 NT 0.16 J NT NT NT NT NT NT NT NT NT 0.31 6.5 3.8Mercury<0.022 0.027 J 0.2 0.06 0.11 0.069 0.039 0.036 0.041 J 0.042 J 0.13 <0.022 0.026 J 0.032 J 0.027 J 0.045 J <0.022 0.029 J <0.021 0.082 2.3 9.7 1VOCs by Method 8260D
Acetone <0.0018 0.021 J 0.072 0.076 0.027 0.030 0.017 J <0.0018 0.033 0.018 J 0.025 0.015 J 0.18 <0.0015 <0.0015 <0.0013 <0.0015 0.061 0.037 0.042 12000 140000 25
Benzene <0.0011 <0.00093 <0.00067 CCVH <0.00089 0.014 CCVH <0.00097 <0.0008 <0.0011 <0.001 <0.00095 <0.00075 <0.00089 0.0011 J <0.00089 <0.00091 <0.00079 <0.00093 <0.00081 <0.0011 <0.0012 1.2 5.4 0.01
Bromomethane <0.0034 <0.0029 <0.0021 0.0029 J <0.0027 <0.0031 <0.0025 <0.0035 <0.0031 <0.003 <0.0024 <0.0028 0.0034 J <0.0028 <0.0029 <0.0025 <0.0029 0.0028 J 0.0048 J <0.0039 1.4 6.4 0.05
2-Butanone 0.0016 <0.0014 <0.001 <0.0013 <0.0013 <0.0015 <0.0012 <0.0017 <0.0015 <0.0014 <0.0011 <0.0013 0.025 <0.0013 <0.0014 <0.0012 <0.0014 <0.0012 <0.0017 <0.0019 5500 40000 17
Naphthalene <0.00069 <0.0006 <0.00043 <0.00058 <0.00056 <0.00063 <0.00052 <0.00073 <0.00064 <0.00062 <0.00049 <0.00058 <0.00056 <0.0058 <0.00059 <0.00051 <0.0006 <0.00052 0.0055 J 0.0042 J 4.1 18 0.39
Toluene <0.0011 <0.00095 <0.00068 <0.00091 0.0026 J <0.00099 <0.00082 <0.0011 <0.0010 <0.00097 <0.00077 <0.00091 <0.00089 <0.00091 <0.00093 <0.00081 <0.00095 <0.00082 <0.0011 <0.0013 990 9700 8.31,2,4-Trimethylbenzene <0.00073 <0.00063 <0.00045 <0.00061 <0.00058 <0.00066 <0.00055 <0.00076 <0.00068 <0.00065 <0.00051 <0.0006 <0.00059 <0.0006 <0.00062 <0.00054 <0.00063 <0.00055 0.0046 J 0.0023 J 63 370 121,3,5-Trimethylbenzene <0.00086 <0.00075 <0.00054 <0.00072 <0.00069 <0.00078 <0.00065 <0.00091 <0.0008 <0.00077 <0.00061 <0.00072 <0.0007 <0.00072 <0.00073 <0.00064 <0.00075 <0.00065 0.0062 J 0.0028 J 56 320 11o-Xylene <0.00073 <0.00064 <0.00046 <0.00061 <0.00059 <0.00066 <0.00055 <0.00077 <0.00068 <0.00065 <0.00051 <0.00061 <0.0006 <0.00061 <0.00062 <0.00054 <0.00063 <0.00055 0.00083 J 0.00098 J 140 590 9.8
m,p-Xylenes <0.0018 <0.0015 <0.0011 <0.0015 <0.0014 <0.0016 <0.0013 <0.0018 <0.0016 <0.0016 <0.0012 <0.0015 <0.0014 <0.0015 <0.0015 <0.0013 <0.0015 <0.0013 0.0023 J 0.0041 J 120 500 9.8
Xylenes, total <0.0025 <0.0022 <0.0015 <0.0021 <0.002 <0.0022 <0.0019 <0.0026 <0.0023 <0.0022 <0.0017 <0.0021 <0.002 <0.0021 <0.0021 <0.0018 <0.0021 <0.0019 0.0031 J 0.0051 J 120 530 9.9
SVOCs by Method 8270E
Acenaphthylene <0.017 <0.016 0.047 J <0.017 <0.015 <0.016 <0.016 <0.018 <0.017 <0.017 <0.016 <0.016 <0.015 <0.017 <0.017 <0.015 <0.016 <0.015 <0.016 <0.016 ~~41
Benzo(a)anthracene <0.010 <0.0099 0.17 J <0.01 <0.009 0.16 J <0.0097 <0.011 <0.010 <0.010 <0.010 <0.0098 <0.0090 <0.010 <0.011 <0.0093 <0.0099 <0.0094 <0.0096 <0.0095 1.1 21 0.35Benzo(a)pyrene <0.0076 <0.0074 0.27 J <0.0075 <0.0067 0.16 J <0.0072 <0.0082 <0.0077 <0.0076 <0.0075 <0.0073 <0.0067 <0.0078 <0.0078 <0.007 <0.0074 <0.007 <0.0072 <0.0071 0.11 2.1 0.12Benzo(b)fluoranthene <0.0079 <0.0077 0.44 J <0.0078 <0.0069 0.20 J <0.0075 <0.0085 <0.008 <0.0078 <0.0077 <0.0076 <0.007 <0.008 <0.0081 <0.0072 <0.0077 <0.0073 <0.0074 <0.0074 1.1 21 1.2Benzo(g,h,i)perylene <0.0084 <0.0082 0.26 J <0.0083 <0.0074 0.14 J <0.008 <0.009 <0.0085 <0.0084 <0.0082 <0.0081 <0.0074 <0.0085 <0.0086 <0.0077 <0.0082 <0.0077 <0.0079 <0.0078 ~~15600
Benzo(k)fluoranthene <0.0090 <0.0088 0.16 J <0.0089 <0.0079 0.075 J <0.0086 <0.0097 <0.0092 <0.009 <0.0088 <0.0087 <0.008 <0.0092 <0.0093 <0.0083 <0.0088 <0.0083 <0.0085 <0.0084 1.1 210 1.2
Chrysene <0.010 <0.0098 0.29 J <0.0099 <0.0089 0.13 J <0.0095 <0.011 <0.010 <0.010 <0.0099 <0.0097 <0.0089 <0.010 <0.010 <0.0092 <0.0098 <0.0093 <0.0095 <0.0094 110 2100 36
Dibenzo(a,h)anthracene <0.025 <0.024 0.048 J <0.024 <0.022 <0.024 <0.023 <0.026 <0.025 <0.024 <0.024 <0.024 <0.022 <0.025 <0.025 <0.022 <0.024 <0.023 <0.023 <0.023 0.11 2.1 0.38
Fluoranthene <0.0097 <0.0094 0.34 J <0.0095 <0.0085 0.27 J <0.0092 <0.01 <0.0098 <0.0096 0.045 J <0.0093 <0.0086 <0.0099 <0.01 <0.0089 <0.0094 <0.0089 <0.0091 <0.0090 480 6000 670
Indeno(1,2,3-cd)pyrene <0.024 <0.023 0.26 J <0.024 <0.021 0.13 J <0.023 <0.026 <0.024 <0.024 <0.023 <0.023 <0.021 <0.024 <0.025 <0.022 <0.023 <0.022 <0.023 <0.022 1.1 21 3.9Phenanthrene<0.0093 <0.009 0.26 J <0.0092 <0.0082 0.11 J <0.0088 <0.01 <0.0094 <0.0093 <0.0091 <0.0089 <0.0082 <0.0095 <0.0096 <0.0085 <0.0091 <0.0086 <0.0087 <0.0087 ~~134Pyrene<0.012 <0.012 0.32 J <0.012 <0.011 0.27 J <0.012 <0.013 <0.013 <0.012 0.043 J <0.012 <0.011 <0.013 <0.013 <0.011 <0.012 <0.011 <0.012 <0.012 360 4500 440NOTES:
1. NT = Not Tested
2. ~ = No IHSB Preliminary Soil Remediation Goal (PSRG).
3. All values reported in milligrams per kilogram (mg/kg)
4. VOCs = Volatile Organic Compounds.
5. SVOCs = Semi-Volatile Organic Compounds.
7. < = Less than the method detection limit
6. Underlined values exceed Protection of Groundwater PSRGs
8. Bold values exceed the Residential PSRG 9. Shaded values in exceed Industrial/Commercial PSRG
TABLE 2
SUMMARY OF ASSESSMENT SOIL SAMPLE ANALYSIS
400H OFFICE REDEVELOPMENT
RALEIGH, NORTH CAROLINAMID-ATLANTIC JOB NO. R2650.02
HILLSBOROUGH STREET AT N. WEST STREET
HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE
12. BLS = below land surface
Parameter
10. J = Concentration was detected between the method detection limit and the reporting limit; value is an estimation.
Preliminary Soil Remediation Goals (PSRG) (December 2019)SAMPLING LOCATION
11. CCHV = CCV result is above control limits but within method parameters. Result is considered estimate
ATTACHMENT C
LIMITED ENVIRONMENTAL SITE ASSESSMENT REPORT
(Text, Tables, and Drawings only)

醗離嶺At漢antic
Engineering & Envi「onmental Solutions
January =, 2016
M「. Samue=. Ankin
Managing Principal
SCP York H川sborough, LLC
3201 OId Glenview Road, Suite 301
WiIme壮e,冊nois 60091
Su切ect:　しIMITED ENVIRONMENTAL SI丁E ASSESSMENT REPORT
HIL」SBOROUGH SQUARE PROPERTIES
404, 406, 408, 411, 414, & 504 HiLLSBOROUGH STREET
= & 15 N。 HARRINGTON STREET
409 W, EDENTON STREET
RALEIGH, WAKE COUNTY, NORTH CAROL案NA
MID-ATLANTIC JOB NO。 000R2650,00
Dear M「, Ankin:
We are pleased to present this Limited Environmental Site Assessment Report for the
above-referenced site・ We appreciate the opportunity to p「ovide environmental services
to SCP Yo「k Hi=sborough’LLC・ PIease contact me at 980-585-1271 ifany questions arise
Or ifwe may be of furthe「 service,
Sincereiy,
M!D-ATLAN丁IC ASSOC寒ATES, lNC。
//勉-_一一
Patrick R, Ke=y, P,
P「Qject GeoIogist
EncIosu「e
Greg D, lcenhour, P.G., MBA
Vice President

LIMITED ENVIRONMENTAL SITE ASSESSMENT REPORT
HILLSBOROUGH SQUARE PROPERTIES
404, 406, 408, 414, & 504 HILLSBOROUGH ST, 11 & 15
HARRINGTON ST., & 409 W. EDENTON ST.
RALEIGH, WAKE COUNTY, NORTH CAROLINA

Prepared For:

SCP York Hillsborough, LLC. 3201 Old Glenview Road
Wilmette, Illinois 27539

Prepared By:
Mid-Atlantic Associates, Inc.
1125 E. Morehead Street, Suite 104
Charlotte, North Carolina 28204
Mid-Atlantic Job No. 000R2650.00

January 11, 2015
鰯縄A亀案antic
Engineering & ∈nYi「onmentai Solutions
LIMI丁ED ENVIRONMEN丁AL SITE ASSESSMEN丁REPOR丁
HIL」SBOROUGH SQUARE PROPERT看ES
404, 406, 4O8, 414, & 504 H音LLSBOROUGH S丁, 11 & 15
HARR漢NGTON S丁。, & 409 W。 EDENTON ST置
RA」E看GH, WAKE COUN丁Y, NOR丁H CAROL看NA
Mid輸Atlantic Associates Job No, Mid-AtIantic Job No, 000R2650.00
Janua「y =, 2016
P「epa「ed For:
Mr. Samue=, Ankin
Managing P「incipal
SCP York H…sbo「ough, LLC.
3201 Old Gienview Road
WiImette,冊nois 60091
Prepa「ed By:
MID-ATLANT!C ASSOCIA丁ES, INC。
Greg D. 1cenhour, P.G,, M
Vice President

TABLE OF CONTENTS

1.0 INTRODUCTION ............................................................................................................... 1
2.0 SUMMARY OF FIELD ACTIVITIES .................................................................................. 2
2.1 Soil Sampling Activities. ....................................................................................... 2 2.2 Groundwater Sampling Activities .......................................................................... 3
2.3 Soil Gas sampling ................................................................................................. 4
3.0 SUMMARY OF LABORATORY TEST RESULTS ............................................................ 5
4.0 QUALITY ASSURANCE ................................................................................................... 7
5.0 CONCLUSIONS ................................................................................................................ 7

DRAWINGS
Drawing 1.1 Topographic Site Map
Drawing 1.2 Site Map
Drawing 3.1 Groundwater Contaminants Above Action Levels (µg/L)
Drawing 3.2 Soil Vapor Contaminants Above Action Levels (µg/m3)

TABLES
Table 3.1 Summary of Analytical Results - Soil Samples
Table 3.2 Summary of Analytical Results - Groundwater Samples
Table 3.3 Summary of Analytical Results – Soil Gas

APPENDICES
Appendix A Soil Boring Logs and Temporary Monitoring Well Construction
Records
Appendix B Groundwater Monitoring Field Records Appendix C Laboratory Analytical Reports and Chain-of-Custody Records

1.0 INTRODUCTION

In accordance with Mid-Atlantic Associates, Inc.’s (Mid-Atlantic) proposal P15H-1039
dated August 25, 2015, Mid-Atlantic has prepared this Limited Environmental Site
Assessment Report for the Hillsborough Square properties site located at 404, 406, 408,
414, & 504 Hillsborough Street, 11 & 15 Harrington Street, & 409 W. Edenton Street in Raleigh, North Carolina (Drawing 1.1). The subject site is located northwest of the
intersection of Hillsborough Street and Harrington Street.

The subject site consists of seven parcels of land totaling approximately 1.22 acres and are
recorded as Parcel Numbers 1703592333, 1703591364, 1703591309, 1703499343, 1703592436, 1703592431, 1703591476 by the Wake County Tax Administrator’s Office (Drawing 1.2).

SCP York is currently pursuing a brownfields agreement (BFA) with the North Carolina
Department of Environmental Quaility (NCDEQ) Brownfields Program. The scope of work for this assessment was developed in conjunction with Jim Rudder, Project Manager for the Brownfield Program, to facilitate development of the BFA. A Phase I Environmental
Assessment (PESA) was completed for the subject site dated December 27, 2014 by Aaron
Wright Assessments, LLC (Aaron Wright) for American Lodging Advisor, Inc. The Aaron
Wright PESA identified recognized environmental conditions (RECs) related to onsite petroleum filling stations, suspect asbestos containing materials, mold and water damage, and vapor encroachment issues from the former filling station. A second PESA dated
February 3, 2015 was completed on the subject site by Mid-Atlantic Associates, Inc. (Mid-
Atlantic). The report documented site conditions from a site visit on January 16, 2015. The
PESA report dated February 3, 2015 noted several RECs including three former historical retail “filling stations” on portions of the subject site identified from review of the Sanborn Maps, and one reported Leaking UST (LUST) incident topographically up gradient of the
subject site to the east.

1.1 Site History
Based on historical documents reviewed by Mid-Atlantic, it appears that the Property was
first developed prior to 1903 and was occupied by five residential properties. An ice cream
factory was identified on the subject site at 407 W. Edenton Street on the 1909 Sanborn
Map. The 1938 aerial photograph appears to show commercial development along Hillsborough Street, with what appears to be residential use along W. Edenton Street. The
1950 Sanborn Map identifies an auto supplier (possible filling station) on the northwest
corner of the intersection of N. West Street and Hillsborough Street and a filling station at
the corner of Hillsborough Street and N. Harrington Street. The 1972 Sanborn Map appears
to show the property used as a filling station at the corner of Hillsborough Street and Harrington Street utilized for other commercial uses. The 1981 aerial photograph shows
that the land occupied by the filling station at the intersection of N. West Street with
Hillsborough Street has been cleared with no structures visible. In 2006, the subject site
appears to be developed with its current use.

Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 2
Raleigh, North Carolina

1.2 Site Description
Per the Mid-Atlantic PESA Report, at the time of the January 16, 2015 site visit, most of the
site property was vacant and unoccupied. The occupied commercial structures at the time
of the site visit included a sign shop and fitness facility located at 406 Hillsborough Street
and a cabinet shop located in the 11 N. Harrington Street building. Site improvements
include four buildings with approximately 34,349 total heated square feet, parking lots, driveways, and loading docks. Sidewalks and landscaped areas are generally around the
perimeter of the subject site along the major streets.

2.0 SUMMARY OF FIELD ACTIVITIES
Before subsurface drilling fieldwork was initiated, electromagnetic (EM) locating methods were used by Priority Underground Locating Service (Priority) to mark private utility
service lines. The NC One Call system was also contacted to locate publicly held utilities
in the area of the planned site activities.
Soil boring, vapor implant installation, and temporary monitoring well drilling activities were completed between November 12 and 13, 2015. Soil sampling activities were completed on November 12 and 13, 2015 with groundwater sampling activities were completed on
November 13, 2015. Following the sampling of the temporary monitoring wells, the PVC
casing was removed and the borings were abandoned. Vapor implant sampling activities
were completed on November 16, 2015. Following the completion of vapor implant sampling, the implants were removed and abandoned.
2.1 Soil Sampling Activities.

On November 12 and 13, 2015, Mid-Atlantic mobilized to the site to oversee the advancement of five soil borings. Locations were selected based on the proximity of onsite
areas of concern (AOCs) and/or to assess soil and groundwater at several locations to
identify soil and groundwater conditions on the subject site (Drawing 1.2). Boring locations
were designated S-1 through S-5 as shown on Drawing 1.2. Soil boring services (Section
2.1) were provided by Geologic Exploration, Inc. (Geologic) of Statesville, North Carolina.
Soil Boring Locations

Sampling locations were placed to assess soil and groundwater quality in the agreed upon
locations, are shown on Drawing 1.2, and summarized below. A total of five soil borings were advanced on the subject site. Locations were provided by the NCDEQ.
 One soil boring (SB-1) was advanced on the property of the former filling station
identified at 404 Hillsborough Street. The location was chosen due to its proximity
to the former underground storage tanks on site.
Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 3
Raleigh, North Carolina

 One soil boring (SB-2) was advanced on the property of the former filling station identified at 504 Hillsborough Street.
 One soil boring (SB-3) was advanced on the northwest corner of the property
addressed as 414 Hillsborough Street.
 One soil boring (SB-4) was advanced on the south side of the property addressed
as 504 W. Edenton Street.
 One soil boring (IS-5) was advanced on the southeast corner of the vacant lot
addressed as 15 N. Harrington Street.
Soil Sampling and Screening Procedure

Using a GeoProbe “macrocore” sampling device and direct push technology (DPT), continuous soil samples were collected at each soil boring and scanned for the presence of volatile organic compounds (VOCs) using a Mini-Rae 3000 Photo Ionization Detector
(PID). All soil boring locations were advanced to below the groundwater table for the
installation of temporary groundwater monitoring wells. The soil borings were screened on
five foot intervals. Mid-Atlantic observed field indicators of contamination and/or elevated PID readings (>10 parts per million (ppm) from boring S-2 located on the property addressed as 504 Hillsborough Street (Drawing 1.2). The remaining borings did not exhibit
PID screening levels greater than 10 PPM. Boring logs (Appendix A) note the PID readings
recorded by Mid-Atlantic personnel as drilling progressed. The soil samples collected from
the depth in the unsaturated zone that had the highest PID measurements were typically chosen for laboratory analysis. In general, the lithology at the site consisted of reddish brown silty clay from the surface to depths ranging from 0 to 15 feet below land surface
(BLS). Below the silty clay, most borings encountered a reddish brown tan clayey silt (15-
20 feet BLS) and orange, green gray and black slightly sandy clayey silts.
A total of five grab soil samples along with a duplicate sample of boring S-2 for quality control purposes was collected from the subject site for laboratory analysis. New nitrile
gloves were worn during the collection of each sample, and samples selected for laboratory
submittal were placed into laboratory-supplied bottles. Samples were then packed into an
ice-filled cooler and shipped under chain-of-custody to Contest Laboratories in East
Longmeadow, MA, a North Carolina accredited laboratory. The samples were submitted for analysis for VOCs according to EPA Method 8260B and were also tested for semi-
volatile organic compounds (SVOCs) according to EPA Method 8270D. Table 2.1 notes
the laboratory tests completed on each soil sample. The tests completed were in
accordance with the agreed upon work plan.

2.2 Groundwater Sampling Activities

On November 13, 2015, Mid-Atlantic personnel, mobilized to the site to collect samples
from five temporary monitoring wells (S-1 through S-5) that were installed on site during
Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 4
Raleigh, North Carolina

soil assessment activities on November 12 and 13, 2015. The location of these
monitoring wells are shown on Drawing 1.2. The temporary wells were constructed as pre-packed wells inside the macro core rods following the detection of water in the soil
borings completed at locations S-1 through S-5.

Prior to sampling, the monitoring wells were measured for total depth and depth to water,
and then purged of three well volumes via hand bailing. Purge water was containerized in a 55 gallon drum on site for subsequent disposal. Following purging, the monitoring
wells were sampled.

Mid-Atlantic filled laboratory supplied glassware for the designated tests. After filling,
groundwater samples were placed into an ice-filled cooler and shipped under chain-of-custody to Contest Laboratories. Quality assurance/quality control samples (QA/QC)
collected on November 13, 2015 included a trip blank. Laboratory testing of groundwater
samples was completed in accordance with the agreed upon work plan. The groundwater
samples, including the QA/QC samples, were analyzed for VOCs according to EPA Method 8260B. The primary groundwater samples (not duplicates) were also tested for SVOCs by EPA Method 8270D.
2.3 Soil Gas Sampling

On November 12 and 13, 2015 Mid-Atlantic oversaw the installation of two soil vapor implants adjacent to soil borings S-1 and S-2. The two vapor implants were completed on two of the parcels (404 and 504 Hillsborough Street) that make up the subject site which
were previously associated with automotive fuel sales. Vapor implant installation services
(Section 2.3) were provided by Geologic Exploration, Inc. of Statesville, North Carolina.
The vapor implants were designated V-1 and V-2 as shown on Drawing 1.2.
Vapor Implant Locations

Vapor implant locations were placed to assess the potential for a vapor intrusion condition
at the site. A total of two vapor implant locations were completed on the exterior of the facility. These locations were based on the historical uses of the properties as retail petroleum stations.
 One vapor implant (VI-1) was advanced adjacent to soil boring S-1 on the parcel
addressed as 404 Hillsborough Street, which was historically used as a retail
petroleum facility.
 One vapor implant (VI-2) was advanced adjacent to soil boring S-2 on the parcel
addressed as 504 Hillsborough Street, which was also historically used as a retail
petroleum facility.

Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 5
Raleigh, North Carolina

Vapor Implant Installation and Sampling Procedure
Using a GeoProbe “macrocore” sampling device and direct push technology (DPT),
continuous soil samples were collected at each vapor implant and scanned for the
presence of volatile organic compounds (VOCs) using a PID. All vapor implant locations
were advanced to a target depth of 15 feet BLS. Vapor implants were installed in each boring at the target depths of 5 feet BLS and 15 feet BLS to evaluate the potential for vapors
to attenuate with depth and account for possible future site development/grading activities.
The vapor implants were placed in approximately 1 foot of sand with a bentonite seal above
vapor implant.
A total of four samples and one duplicate sample were collected on November 16, 2015.
Soil gas samples were collected using laboratory supplied three liter Suma canisters with
flow chokes set to 100 ml/hour. New tubing, syringes, and valves were used to create the
sampling train. The vapor points were purged of stagnant air and leak checked using a helium shroud. Mid-Atlantic purged air from the sample train into a tedlar bag to check for helium leakage into the sampling train. Following leak check verification, Mid-Atlantic
personnel collected the air samples to approximately -5 inches of mercury based on the
supplied pressure gauge. Samples were then packed into a shipping box and shipped
under chain-of-custody to Contest. The samples were submitted for analysis of VOCs according to EPA method TO-15.
3.0 SUMMARY OF LABORATORY TEST RESULTS

The laboratory analytical report and chain-of-custody record for the soil, groundwater, and soil gas samples collected at the site are provided in Appendix C. Detected constituents in soil samples are summarized in Table 3.1. Detected constituents in groundwater samples
are summarized in Table 3.2 and Drawing 3.1. Detected constituents in soil vapor are
included in Table 3.3 and Drawing 3.2.
Soil Sample Results
As documented in Table 3.1, soil samples from the subject site contained low level
detections of acetone, bis(2-ethylhexyl)phthalate and chloroform. Soil borings S-1, S-3, S-
4, and S-5 contained detections for chloroform, and S-3 also contained detections for acetone and bis(2-ethylhexyl)phthalate. Soil boring S-2 and it’s duplicate sample were non-detect for all constituents of concern (COC). None of the detected COCs were detected
above the NCDEQ Inactive Hazardous Sites Branch (IHSB) Protection of Groundwater
Permissible Soil Remediation Goal (PSRG). Soil boring logs are included in Appendix A.

The elevated field screening levels detected during sampling on November 12 and 13 appear to be related to off gassing of groundwater and do not appear to indicate the
Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 6
Raleigh, North Carolina

presence of contaminated soil in the areas sampled. The detected COCs (acetone and
chloroform) can occasionally be found as laboratory contaminants. Bis(2-ethylhexyl)phthalate is commonly used as a plasticizer and is also associated with the
production of disposable gloves used in sampling.

Groundwater Sample Results
The groundwater sample laboratory results were compared to the North Carolina
Groundwater Quality Standards (NCGQS) (Table 3.2). Constituents were detected above
the laboratory method detection limits (MDL) in two of the five primary samples and the
duplicate sample. Well S-2 was installed on the parcel addressed as 504 Hillsborough Street
which was previously occupied by a retail petroleum facility. Constituents associated with petroleum were detected in samples from temporary well S-2 and the duplicate sample.
Constituents associated with flame retardants / laboratory re-agents were detected in
samples from temporary wells S-1 and S-2. These flame retardants/laboratory reagents
were not detected in the duplicate sample collected from boring S-2. Petroleum-related constituents at concentrations above the State standards were exhibited
in groundwater samples collected from temporary well S-2. One VOC contaminant,
Chlorodibromomethane, was detected in the sample from temporary well S-2 (primary
sample) at concentrations of 950 ug/L (parts per billion), above the NCGQS Gross Contaminant Level (GCL) of 400 ug/L. This constituent does not appear in the duplicate sample of the same well, and is likely a laboratory contaminant.

Soil Vapor Sample Results
The soil vapor laboratory results were compared to the IHSB Sub-Slab “Residential” and “Non-Residential” Vapor Intrusion Screening Levels (VISL) in order to evaluate the site for
potential vapor intrusion conditions (Table 3.3). Vapor samples were collected from two
vapor implant borings at depths of 5 feet BLS and 15 feet BLS. Constituents were detected
above the laboratory method detection limits (MDL) in all four primary samples and the duplicate sample, however only the samples collected from VI-2 (15’) contained detected constituents associated above the sub-slab Residential and Non-Residential VISLs.
Detected concentrations above the VISLs are also included in Drawing 3.2.

Petroleum and chlorinated compounds at concentrations above the VISLs were exhibited in soil vapor samples collected at vapor implant VI-2 (15’). Vapor implant S-2 was installed on the parcel addressed as 504 Hillsborough Street which was previously occupied by a retail
petroleum facility. Five VOC contaminants, 1,2-Dibromoethane (EDB), 1,2-dichloroethane,
tetrachloroethylene (PCE), 1,2,4-trimethylbenzene, and total xylenes were detected in the
sample from VI-2 (15’) above the Non-Residential VISL. These constituents may be
consistent with the historical use of the property as a retail facility, which may have also included automotive repair operations. PCE is also historically associated with historical dry
Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 7
Raleigh, North Carolina

cleaning sites and may be related to an offsite source. See Table 3.3 for a list of constituents
detected in the soil.

4.0 QUALITY ASSURANCE

Duplicate samples were collected from the S-2/VI-2 location based upon field screening
analysis. A comparison between the duplicate samples and the S-2/VI-2 samples show a strong correlation between samples collected and the duplicate samples.

5.0 CONCLUSIONS
The objective of this assessment was to determine if contaminants of concern were
present at the subject site at levels would affect the development of Land Use Restrictions
(LURs) for the anticipated North Carolina Brownfield Agreement. Mid-Atlantic offers the
following conclusions based on the results of this assessment as they pertain to redevelopment:
 No contaminants in soil have been detected at concentrations that exceed the
residential and industrial preliminary soil remediation goals (PSRGs) established by the NCDEQ Division of Waste Management (DWM);
 Contaminants related to petroleum have been detected in groundwater below the
504 Hillsborough Street parcel above North Carolina’s groundwater standards and
include benzene, tert-butyl alcohol, naphthalene, 1- methylnaphthalene, and total
xylenes;
 Contaminants have been detected in groundwater below the 504 Hillsborough
Street parcel that exceed the IHSB Residential and Non-Residential VISLs;
 Contaminants related to petroleum (EDB, 1,4 dichlorobenzene, 1,2,4 trimethylbenzene, and total xylenes) and automotive degreasers (PCE) were
detected in the soil vapor results above the NCDEQ IHSB VISLs. PCE is also
historically associated with historical dry cleaning sites and the detected
concentrations of PCE may also be related to an offsite source; and
 Soil Gas data suggests that attenuation of vapors is occurring through the
unsaturated zone at the site.

Based on the data collected to date, there does not appear to be wide-spread soil
contamination in the vicinity of the RECs addressed during this investigation. Procedures for addressing impacted soil and groundwater that may be encountered during
development will be addressed in an Environmental Management Plan (EMP) to be
prepared for the site. Although contaminants were detected in groundwater and soil gas
beneath the 504 Hillsborough Street parcel above respective vapor intrusion screening
levels, the data suggests that vapor attenuation is occurring in the unsaturated zone.
Limited Site Assessment Report January 11, 2015
Hillsborough Square Page 8
Raleigh, North Carolina

Requirements for addressing a potential vapor intrusion condation at the site can be
handled in the forthcoming BFA.
Based on the results of this investigation, Mid-Atlantic recommends a copy of this report
be provided to NCDEQ’s DWM Brownfields Program.

DRAWINGS
´
TOPOGRAPHIC SITE MAPHILLSBOROUGH SQUARE AT THEPOWERHOUSE DISTRICTRALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
WAKE
JOHNSTON
NASH
HARNETT
LEE
FRANKLINDURHAM
CHATHAM
ORANGE
WAYNE
WILSON
GRANVILLE
AREA SHOWNWITHIN WAKE COUNTY
JANUARY 2016
000R2650.00
01G-R2650.00-1
1.1
1. RALEIGH WEST, NC DIGITAL RASTER GRAPHIC, USGS, 2013. SCANNED FROM 1:24,000-SCALE RALEIGH WEST, NC TOPOGRAPHIC MAP, PUBLISHED 2013, USGS.2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C.3. PARCEL DATA FROM WAKE COUNTY GIS.
CONTOUR INTERVAL = 10 FEET
0 1,000 2,000500Feet
SITE
1:12,000
!.!.
!.
!.!.!.!.N WEST STW EDENTON ST
HILLSBOROUGH ST N HARRINGTON STS WEST STS HARRINGTON ST´
SITE MAP
HILLSBOROUGH SQUARE AT THEPOWERHOUSE DISTRICT
RALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
JANUARY 2016
000R2650.00
04G-R2650.00-4
1.2
1. 2013 AERIAL IMAGERY, PARCEL BOUNDARY AND ROAD DATA FROM WAKE COUNTY GIS. 2. MID-ATLANTIC FIELD NOTES.
1:1,200
SUBJECT SITE
PARCEL BOUNDARY
!.SOIL & GROUNDWATER SAMPLE LOCATION
!.SOIL GAS/SOIL & GROUNDWATER SAMPLE LOCATIONS
0 100 200Feet
VI-2
S-2
VI-1S-1
S-5
S-4S-3
!.!.
!.
!.!.
W EDENTON ST
N WEST STHILLSBOROUGH ST
S WEST STN HARRINGTON STS HARRINGTON ST´
GROUNDWATER CONTAMINANTS ABOVE ACTION LEVELS ( µg/L)HILLSBOROUGH SQUARE AT THEPOWERHOUSE DISTRICTRALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
JANUARY 2016
000R2650.00
04G-R2650.00-4.2
3.1
1. 2013 AERIAL IMAGERY, PARCEL BOUNDARY AND ROAD DATA FROM WAKE COUNTY GIS. 2. MID-ATLANTIC FIELD NOTES.
1:1,200
SUBJECT SITE
PARCEL BOUNDARY
!.GROUNDWATER SAMPLE LOCATION
0 100 200Feet
RED TEXT INDICATES CONCENTRATION EXCEEDS GROSS CONTAMINATION LEVEL
ALL MEASUREMENTS IN µg/L
BENZENETBA
1-MNTOTAL XYLENE
CRDMEBENAPHTHALENE
1500340 J
2.8 J3400
95084079
S-2 AND DUPLICATE
TBA = TERT-BUTYL ALCOHOL
1-MN = 1-METHYLNAPTHALENE
CRDM = CHLORODIBROMOMETHANE
EBE = ETHYLBENZENE
BRDM = BROMODICHLOROMETHANE
S-3 BDL
S-4BDL
S-5BDL
1.9CRDMBRDM0.6
S-1
!.!.
W EDENTON ST
N WEST STHILLSBOROUGH ST
S WEST STN HARRINGTON STS HARRINGTON ST´
SOIL GAS CONTAMINANTS ABOVE ACTION LEVELS ( µg/m3)HILLSBOROUGH SQUARE AT THE
POWERHOUSE DISTRICTRALEIGH, NORTH CAROLINA
DRAWN BY:
DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
JANUARY 2016
000R2650.00
04G-R2650.00-4.1
3.2
1. 2013 AERIAL IMAGERY, PARCEL BOUNDARY AND ROAD DATA FROM WAKE COUNTY GIS.2. MID-ATLANTIC FIELD NOTES.
1:1,200
SUBJECT SITE
PARCEL BOUNDARY
!.SOIL GAS SAMPLE LOCATION
0 100 200Feet
VI-2 (15)EDBDCE
PCE
XYLENESPSI-CUMENE
32740
6500
142005800
1,2-DCPEBEHEXANE
15054024000
VI-1 (15)CHLOROFORM 270
EDB = 1,2 DIBROMOETHANEDCE = 1,2 DICHLOROEHTANE1,2-DCP = 1,2 DICHLOROPROPANE
EBE = ETHYLBENZENE
PCE = TETRACHLOROETHYLENEPSI-CUMENE = 1,2,4 TRIMETHYLBENZENE
RED TEXT INDICATES CONCENTRATION EXCEEDS IHSB NON-RESIDENTIAL INDOOR AIR SCREENING LIMITS
ALL MEASUREMENTS IN µg/m3

TABLES

S-1 (20-25)S-2 (15-20)S-3 (5-10)S-4 (15-20)S-5 (0-5) (S-2)
Duplicate (15-20)
Sampling Date 11/13/2015 11/13/2015 11/13/2015 11/13/2015 11/13/2015 11/13/2015
Acetone 24 12,000 100,000 BDL BDL 0.028 J BDL BDL BDL
Bis(2-Ethylhexyl)phthalate 7.2 39 160 BDL BDL 0.17 V-20, J BDL BDL BDL
Chloroform 0.34 0.32 1.4 0.0012 J BDL 0.0015 J 0.0016 J 0.0013 J BDL
NOTES:
BDL = Below Detectable Levels
Results must be reported in mg/kg.mg/kg =milligrams per kilogramJ = Estimated concentration
PSRG = Preliminary Soil Remediation Goal
V-20 = Continuing calibration did not meet method specifications and was biased on the high side. Data valuation is not affected since the sample results are not detected for this compound.
Bold data above the PSRGData shaded in grey is above the residential soil standardsData shaded in blue is above the industrial soil standards
TABLE 3.1
SUMMARY OF ANALYTICAL RESULTS – SOIL
HILLSBOROUGH SQUARE PROPERTIES
RALEIGH, WAKE COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO: 000R2650.00
(20-25) = Depth of soil sample (in feet) below land surface
Parameter
Protection of
Groundwater PSRG
(mg/kg)
Prelimary Health Based Soil
Remediation Goal - Residential
(mg/kg)
Sampling LocationPrelimary Health Based Soil
Remediation Goal - Industrial
(mg/kg)
S-1 S-2 S-3 S-4 S-5 (S-2)
Duplicate
11/13/2015 11/13/2015 11/13/2015 11/13/2015 11/13/2015 11/13/2015
Benzene 1 5000 15.9 69.3 BDL 1500 BDL BDL BDL 1400
Bromodichloromethane 0.6 ~8.76 38.3 1.9 BDL BDL BDL BDL BDL
tert-Butyl Alcohol (TBA)10 10,000 ~~BDL 290 J BDL BDL BDL 340 J
sec-Butylbenzene 70 8500 ~~BDL 2.8 J BDL BDL BDL BDL
Chlorodibromomethane 0.4 400 6,280 1.42 0.60 950 BDL BDL BDL BDL
Isopropyl benzene (Cumene)70 25,000 177 745 BDL 46 BDL BDL BDL 44
4-Isopropylytoulene (p-Cymene)25 11,700 ~~BDL 5.0 J BDL BDL BDL 4.2 J
Ethylbenzene 600 84500 34.9 152 BDL BDL BDL BDL BDL 840
Napthalene 6 6,000 34.8 146 BDL 68 (60)BDL BDL BDL 79 (71)
n-Propylbenzene 70 30,000 486 2,040 BDL 36 BDL BDL BDL 32
Toluene 600 260,000 3,840 16,100 BDL 57 BDL BDL BDL 51
Chloroform 70 70,000 8.14 35.5 5.8 BDL BDL BDL BDL BDL
2,4-Dimethylphenol 100 100,000 ~~BDL (2.9 J)BDL BDL BDL BDL
1-Methylnapthalene 1 1,000 ~~BDL (2.5 J)BDL BDL BDL (2.8 J)
2-Methylnapthalene 30 12,500 ~~BDL (4.6 J)BDL BDL BDL (4.6 J)
1,2,4-Trimethylbenzene 400 28,500 5.8 24.4 BDL 270 BDL BDL BDL 250
1,3,5-Trimethylbenzene 400 25,000 ~~BDL 89 BDL BDL BDL 81
Total Xylene 500 85,500 98.5 414 BDL 3400 BDL BDL BDL 3050
NOTES:BDL = Below Detectable LevelsResults must be reported in ug/L.ug/L = microgram per liter
Data shaded in grey above the GCL
Bold data above the 2L standards
J = Estimated concentration
~ = No established standard
Italicized data above the Residential Vapor Intrusion Screening Concentration
Data shaded in yellow agove the Non-Residential Vapor Intrusion Screening Concentration
Naphthalene was analyized using EPA method 8260 and 8270. Values in ( ) represent EPA method 8270 results.
Detection limits for Xylene are combined (m&p+o)
Sampling Date
TABLE 3.2
SUMMARY OF ANALYTICAL RESULTS – GROUNDWATER
HILLSBOROUGH SQUARE PROPERTIES
RALEIGH, WAKE COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO: 000R2650.00
Parameter
Gross Contamination
Levels for Groundwater
(ug/L)
NCAC 02L
Groundwater
Standards (ug/L)
VOCs & (SVOCs)Residential Vapor
Intrusion Screening
Concentrations
Groundwater Screening
Level (GWSL) (ug/L)
Non-Residential Vapor
Intrusion Screening
Concentrations
Groundwater Screening
Level (GWSL) (ug/L)
Page 1
VI-1 (5)VI-1 (15)VI-2 (5)VI-2 (15) (VI-2 (5))
Duplicate
Sampling Date 11/16/2015 16:22 PM 11/16/2015 16:21 PM 11/16/2015 14:42 PM 11/16/2015 14:41 PM 11/16/2015 15:08 PM
EPA TO-15
Acetone 2,720,000 216,000 36 20 23 BDL 24
Benzene 157 120 0.41 0.3 7.1 750 7.7
Bromodichloromethane 3,500 25.3 0.24 3.2 BDL BDL BDL
MEK (methyl ethyl ketone)438,000 34,800 4.8 2.7 2.6 BDL 2.4
Carbon Disulfide 61,300 4870 3.0 3.1 1.6 BDL 1.7
Carbon Tetrechloride 2040 156 0.24 BDL BDL BDL BDL
Chlorobenzene 4380 348 0.75 0.49 0.28 BDL 0.35
Chloroform 533 40.7 2.5 270 0.49 BDL 0.48
Chloromethane 7,880 626 BDL 0.86 0.17 BDL BDL
Cyclohexane 526,000 41,700 2.2 1.2 32 31,000 37
Dichlorodifluoromethane 8,760 695 2.8 2.3 2.7 BDL 2.8
1,2-Dichlorotetrafluoroethane ~~BDL BDL 0.17 BDL BDL
Trichlorofluoromethan 61,300 4,870 1.5 1.6 1.1 BDL 1.4
1,1,2-Trichloro-1,2,2-trifluoroethane 2,630,000 209,000 0.57 0.55 0.54 BDL 0.58
1,2-Dibromoethane (EDB)20.4 1.56 BDL BDL BDL 32 BDL
1,3-Dichlorobenzene ~~0.87 4.0 4.3 BDL 5.1
1,4-Dichlorobenzene 1,110 85.1 BDL 4.0 BDL BDL BDL
1,2-Dichloroethane 472 36.0 BDL BDL 0.28 740 BDL
1,1-Dichloroethane 7,670 585 0.28 0.15 BDL BDL BDL
1,2-Dichloropropane 350 27.8 BDL BDL BDL 150 BDL
Ethanol ~~9.6 11 6.3 BDL 6.6
Ethylbenzene 4,910 374 1.8 0.56 6.8 540 6.7
4-Ethyltoulene ~~2.3 0.26 4.6 2700 4.2
Heptane ~~1.2 0.45 11 18000 13
Hexane 61,300 4,870 1.3 BDL 36 24000 39
Isopropanol 17,500 1,390 13 7.2 BDL BDL BDL
MTBE 47,200 3,600 BDL 1.2 0.17 BDL BDL
MIBK (Methyl isobutyl ketone)263,000 209,000 1.1 0.60 BDL 37 BDL
Methylene Chloride 52,600 4,170 0.94 1.1 3.4 BDL 3.6
Naphthalene 263 20.9 0.92 1.3 1.4 BDL 1.6
Propylene 263,000 20,900 6.1 2.5 1.2 100 1.4
Styrene 87,600 6,950 0.43 0.31 0.35 BDL 0.37
Tetrachloroethylene 3,500 278 66 23 180 6500 180
Tetrahydrofuran 175,000 13,900 7.0 0.72 2.6 BDL 2.7
Toulene 438,000 34,800 6.2 2.9 25 360 26
1,2,4-Trimethylbenzene 613 48.7 0.92 1 3.4 5800 2.5
1,3,5-Trimethylbenzene ~~4.9 0.99 7.9 4100 7.0
Trichloroethylene 175 13.9 BDL BDL BDL 32 BDL
Xylenes 8,760 695 11 2.98 37.8 14200 35.6
NOTES:
1. ND = Not detected above the lab reporting limits shown in parenthesis.
2. NT = Not tested.
J = Estimated concentration
3. ~ = No IHSB Residential or Non-Residential screening limits limits.
4. Bold values exceed the IHSB Residential Indoor Air Screening Limits.
5. Values shaded in grey exceed the IHSB Non-Residential Indoor Air Screening Limits.
7. Con-Test Laboratory is not responsible for the regulatory content, data comparisons with regulations, or decisions made based on data comparisons shown in this deliverable. Please notify us should you be aware of any regulatory
information that may not be correct or that has changed.
Sub-Slab 'Residential Vapor
Intrusion Screening Levels
ug/m3
Sub-Slab 'Non-Residential
Vapor Intrusion Screening
Levels ug/m3
TABLE 3.3
SUMMARY OF ANALYTICAL RESULTS – SOIL GAS
HILLSBOROUGH SQUARE PROPERTIES
RALEIGH, WAKE COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO: 000R2650.00
Parameter
6. IHSB Residential/Non-Residential screening limits displayed for Xylenes are for the summation of all isomers and not for the individual isomer. Cells for individual isomers might not be in italics, and/or shaded when the summation (total
amount of all isomers) exceeds the limits for these parameters. User discretion is advised when interpreting these results.
Page 1
ATTACHMENT D
TABULATED DATA SUMMARIES OF CONTAMINATED MEDIA
S-1 S-3 S-4 S-5 B-1 B-2 B-3S B-3D B-4S B-4D B-5S B-5D B-6S B-6D B-7 B-8 B-9S B-9D B-10 B-11S B-11D B-12S B-12D DUPLICATE
(B-12D)
Sampling Date 11/13/2015 11/13/2015 11/13/2015 11/13/2015 1/6/2020 1/7/2020 1/8/2020 1/8/2020 1/8/2020 1/8/2020 1/6/2020 1/6/2020 1/7/2020 1/7/2020 1/6/2020 1/6/2020 1/7/2020 1/7/2020 1/6/2020 1/7/2020 1/7/2020 1/7/2020 1/7/2020 1/7/2020Sample Depth in Feet BLS 20-25 5-10 15-20 0-5 2 10 2 7 2 7 2 7 3 5 3 12 5 10 2 5 10 5 7-10 7-10
Arsenic NT NT NT NT 1.6 1.5 3.9 2.8 2.3 2.3 1.2 1.1 2.3 1.4 1.2 J 0.54 J 3.1 1.9 0.57 J 2.3 0.76 J 0.65 J 0.18 J 0.36 J 0.68 3 5.8BariumNTNTNTNT7161170444229273641360195462497955140865455310047000580Chromium (Total)NT NT NT NT 10 13 20 24 18 26 17 19 29 23 27 8.7 25 16 17 24 13 14 5.7 6.5 0.31 6.5 3.8
Cadmium NT NT NT NT <0.044 <0.043 <0.039 <0.043 <0.038 <0.042 <0.042 <0.047 <0.044 <0.044 <0.043 <0.042 <0.039 <0.044 0.096 J <0.040 <0.043 <0.040 <0.041 <0.041 14 200 3LeadNTNTNTNT15121402591141811154417132023322112131212400800250Hexavalent Chromium NT NT NT NT NT NT NT NT NT 0.20 J NT NT <0.06 NT 0.16 J NT NT NT NT NT NT NT NT NT 0.31 6.5 3.8MercuryNTNTNTNT<0.022 0.027 J 0.2 0.06 0.11 0.069 0.039 0.036 0.041 J 0.042 J 0.13 <0.022 0.026 J 0.032 J 0.027 J 0.045 J <0.022 0.029 J <0.021 0.082 2.3 9.7 1
Acetone BDL 0.028 J BDL BDL <0.0018 0.021 J 0.072 0.076 0.027 0.030 0.017 J <0.0018 0.033 0.018 J 0.025 0.015 J 0.18 <0.0015 <0.0015 <0.0013 <0.0015 0.061 0.037 0.042 12000 140000 25
Benzene BDL BDL BDL BDL <0.0011 <0.00093 <0.00067 CCVH <0.00089 0.014 CCVH <0.00097 <0.0008 <0.0011 <0.001 <0.00095 <0.00075 <0.00089 0.0011 J <0.00089 <0.00091 <0.00079 <0.00093 <0.00081 <0.0011 <0.0012 1.2 5.4 0.01
Bromomethane BDL BDL BDL BDL <0.0034 <0.0029 <0.0021 0.0029 J <0.0027 <0.0031 <0.0025 <0.0035 <0.0031 <0.003 <0.0024 <0.0028 0.0034 J <0.0028 <0.0029 <0.0025 <0.0029 0.0028 J 0.0048 J <0.0039 1.4 6.4 0.052-Butanone BDL BDL BDL BDL 0.0016 <0.0014 <0.001 <0.0013 <0.0013 <0.0015 <0.0012 <0.0017 <0.0015 <0.0014 <0.0011 <0.0013 0.025 <0.0013 <0.0014 <0.0012 <0.0014 <0.0012 <0.0017 <0.0019 5500 40000 17Chloroform0.0012 J 0.0015 J 0.0016 J 0.0013 J BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.34 1.5 0.39NaphthaleneBDLBDLBDLBDL<0.00069 <0.0006 <0.00043 <0.00058 <0.00056 <0.00063 <0.00052 <0.00073 <0.00064 <0.00062 <0.00049 <0.00058 <0.00056 <0.0058 <0.00059 <0.00051 <0.0006 <0.00052 0.0055 J 0.0042 J 4.1 18 0.39Toluene BDL BDL BDL BDL <0.0011 <0.00095 <0.00068 <0.00091 0.0026 J <0.00099 <0.00082 <0.0011 <0.0010 <0.00097 <0.00077 <0.00091 <0.00089 <0.00091 <0.00093 <0.00081 <0.00095 <0.00082 <0.0011 <0.0013 990 9700 8.31,2,4-Trimethylbenzene BDL BDL BDL BDL <0.00073 <0.00063 <0.00045 <0.00061 <0.00058 <0.00066 <0.00055 <0.00076 <0.00068 <0.00065 <0.00051 <0.0006 <0.00059 <0.0006 <0.00062 <0.00054 <0.00063 <0.00055 0.0046 J 0.0023 J 63 370 12
1,3,5-Trimethylbenzene BDL BDL BDL BDL <0.00086 <0.00075 <0.00054 <0.00072 <0.00069 <0.00078 <0.00065 <0.00091 <0.0008 <0.00077 <0.00061 <0.00072 <0.0007 <0.00072 <0.00073 <0.00064 <0.00075 <0.00065 0.0062 J 0.0028 J 56 320 11o-Xylene BDL BDL BDL BDL <0.00073 <0.00064 <0.00046 <0.00061 <0.00059 <0.00066 <0.00055 <0.00077 <0.00068 <0.00065 <0.00051 <0.00061 <0.0006 <0.00061 <0.00062 <0.00054 <0.00063 <0.00055 0.00083 J 0.00098 J 140 590 9.8m,p-Xylenes BDL BDL BDL BDL <0.0018 <0.0015 <0.0011 <0.0015 <0.0014 <0.0016 <0.0013 <0.0018 <0.0016 <0.0016 <0.0012 <0.0015 <0.0014 <0.0015 <0.0015 <0.0013 <0.0015 <0.0013 0.0023 J 0.0041 J 120 500 9.8Xylenes, total BDL BDL BDL BDL <0.0025 <0.0022 <0.0015 <0.0021 <0.002 <0.0022 <0.0019 <0.0026 <0.0023 <0.0022 <0.0017 <0.0021 <0.002 <0.0021 <0.0021 <0.0018 <0.0021 <0.0019 0.0031 J 0.0051 J 120 530 9.9
Acenaphthylene BDL BDL BDL BDL <0.017 <0.016 0.047 J <0.017 <0.015 <0.016 <0.016 <0.018 <0.017 <0.017 <0.016 <0.016 <0.015 <0.017 <0.017 <0.015 <0.016 <0.015 <0.016 <0.016 ~~41
Benzo(a)anthracene BDL BDL BDL BDL <0.010 <0.0099 0.17 J <0.01 <0.009 0.16 J <0.0097 <0.011 <0.010 <0.010 <0.010 <0.0098 <0.0090 <0.010 <0.011 <0.0093 <0.0099 <0.0094 <0.0096 <0.0095 1.1 21 0.35Benzo(a)pyrene BDL BDL BDL BDL <0.0076 <0.0074 0.27 J <0.0075 <0.0067 0.16 J <0.0072 <0.0082 <0.0077 <0.0076 <0.0075 <0.0073 <0.0067 <0.0078 <0.0078 <0.007 <0.0074 <0.007 <0.0072 <0.0071 0.11 2.1 0.12Benzo(b)fluoranthene BDL BDL BDL BDL <0.0079 <0.0077 0.44 J <0.0078 <0.0069 0.20 J <0.0075 <0.0085 <0.008 <0.0078 <0.0077 <0.0076 <0.007 <0.008 <0.0081 <0.0072 <0.0077 <0.0073 <0.0074 <0.0074 1.1 21 1.2Benzo(g,h,i)perylene BDL BDL BDL BDL <0.0084 <0.0082 0.26 J <0.0083 <0.0074 0.14 J <0.008 <0.009 <0.0085 <0.0084 <0.0082 <0.0081 <0.0074 <0.0085 <0.0086 <0.0077 <0.0082 <0.0077 <0.0079 <0.0078 ~~15600Benzo(k)fluoranthene BDL BDL BDL BDL <0.0090 <0.0088 0.16 J <0.0089 <0.0079 0.075 J <0.0086 <0.0097 <0.0092 <0.009 <0.0088 <0.0087 <0.008 <0.0092 <0.0093 <0.0083 <0.0088 <0.0083 <0.0085 <0.0084 1.1 210 1.2Bis(2-Ethylhexyl)phthalate BDL 0.17 V-20, J BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL ~~~
Chrysene BDL BDL BDL BDL <0.010 <0.0098 0.29 J <0.0099 <0.0089 0.13 J <0.0095 <0.011 <0.010 <0.010 <0.0099 <0.0097 <0.0089 <0.010 <0.010 <0.0092 <0.0098 <0.0093 <0.0095 <0.0094 110 2100 36Dibenzo(a,h)anthracene BDL BDL BDL BDL <0.025 <0.024 0.048 J <0.024 <0.022 <0.024 <0.023 <0.026 <0.025 <0.024 <0.024 <0.024 <0.022 <0.025 <0.025 <0.022 <0.024 <0.023 <0.023 <0.023 0.11 2.1 0.38Fluoranthene BDL BDL BDL BDL <0.0097 <0.0094 0.34 J <0.0095 <0.0085 0.27 J <0.0092 <0.01 <0.0098 <0.0096 0.045 J <0.0093 <0.0086 <0.0099 <0.01 <0.0089 <0.0094 <0.0089 <0.0091 <0.0090 480 6000 670Indeno(1,2,3-cd)pyrene BDL BDL BDL BDL <0.024 <0.023 0.26 J <0.024 <0.021 0.13 J <0.023 <0.026 <0.024 <0.024 <0.023 <0.023 <0.021 <0.024 <0.025 <0.022 <0.023 <0.022 <0.023 <0.022 1.1 21 3.9PhenanthreneBDLBDLBDLBDL<0.0093 <0.009 0.26 J <0.0092 <0.0082 0.11 J <0.0088 <0.01 <0.0094 <0.0093 <0.0091 <0.0089 <0.0082 <0.0095 <0.0096 <0.0085 <0.0091 <0.0086 <0.0087 <0.0087 ~~134PyreneBDLBDLBDLBDL<0.012 <0.012 0.32 J <0.012 <0.011 0.27 J <0.012 <0.013 <0.013 <0.012 0.043 J <0.012 <0.011 <0.013 <0.013 <0.011 <0.012 <0.011 <0.012 <0.012 360 4500 440
NOTES:
Samples S2 and S2 Duplicate are not shown since they are located on an adjacent parcel outside the redevelopment area NT = Not Tested ~ = No IHSB Preliminary Soil Remediation Goal (PSRG)All values reported in milligrams per kilogram (mg/kg).VOCs = Volatile Organic CompoundsSVOCs = Semi-Volatile Organic Compounds
Underlined values exceed the Protection of Groundwater PSRGBold values exceed the Residential PSRG
BLS = below land surface
V-20 = Continuing calibration did not meet method specifications and was biased on the high side. Data valuation is not affected since the sample results are not detected for this compound
SAMPLING LOCATION
BENEFICIAL USE SOIL ASSESSMENT, JANUARY 2020
CCHV = CCV result is above control limits but within method parameters, value is considered an estimation
Shaded values exceed the Industrial/Commerci
RCRA Metals by Method 6010D/7471B
VOCs by Method 8260
SVOCs by Method 8270
TABLE 1
SUMMARY OF ASSESSMENT SOIL SAMPLE ANALYSIS
RALEIGH, NORTH CAROLINAMID-ATLANTIC JOB NO. R2650.01
HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE PROPERTIES
Residential PSRG mg/kg Industrial/Commercial PSRG mg/kg Protection of Groundwater PSRG mg/kg
Parameter
J = Concentration was detected between the method detection limit and the reporting limit; value is an estimation
Preliminary Soil Remediation Goals (PSRG) (December 2019)LIMITED ENVIRONMENTAL SITE ASSESSMENT REPORT, JANUARY 2015
< = Less than the method detection limit
S-1 S-3 S-4 S-5
Sampling Date 11/13/2015 11/13/2015 11/13/2015 11/13/2015BenzeneBDLBDLBDLBDL 1 5000 16 69
Bromodichloromethane 1.9 BDL BDL BDL 0.6 ~8.8 38tert-Butyl Alcohol (TBA)BDL BDL BDL BDL 10 10,000 ~~
sec-Butylbenzene BDL BDL BDL BDL 70 8500 ~~
Chlorodibromomethane 0.60 BDL BDL BDL 0.4 400 ~~Isopropyl benzene (Cumene)BDL BDL BDL BDL 70 25,000 180 750
4-Isopropylytoulene (p-Cymene)BDL BDL BDL BDL 25 11,700 ~~
Ethylbenzene BDL BDL BDL BDL 600 84500 35 150NapthaleneBDLBDLBDLBDL66,000 35 150
n-Propylbenzene BDL BDL BDL BDL 70 30,000 490 2,000
Toluene BDL BDL BDL BDL 600 260,000 3,800 16,000Chloroform5.8 BDL BDL BDL 70 70,000 8.1 36
2,4-Dimethylphenol BDL BDL BDL BDL 100 100,000 ~~1-Methylnapthalene BDL BDL BDL BDL 1 1,000 ~~
2-Methylnapthalene BDL BDL BDL BDL 30 12,500 ~~
1,2,4-Trimethylbenzene BDL BDL BDL BDL 400 28,500 50 2101,3,5-Trimethylbenzene BDL BDL BDL BDL 400 25,000 35 150Total Xylene BDL BDL BDL BDL 500 85,500 77 320
NOTES:
Samples S2 and S2 Duplicate are not shown since they are located on an adjacent parcel outside the redevelopment area VOCs = Volatile Organic Compounds
SVOCs = Semi-volatile organic compoundsBDL = Below Detectable LevelsGWSL = Groundwater Screening Level (February 2018)
Results must be reported in ug/L.ug/L = microgram per liter
Underlined data exceeds the Gross Contaminant Levels (May 2013)
Bold data above the 2L standards
J = Estimated concentration
~ = No established standardItalicized data exceeds the Residential Vapor Intrusion GWSL
Shaded data exceeds the Non-Residential Vapor Intrusion GWSL
Naphthalene was analyized using EPA method 8260 and 8270. Values in ( ) represent EPA method 8270 results.
Detection limits for Xylene are combined (m&p+o)
NCAC 02L
Groundwater
Standards (ug/L)
TABLE 2
SUMMARY OF ASSESSMENT GROUNDWATER SAMPLE ANALYSIS
HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE PROPERTIES
RALEIGH, WAKE COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO: 000R2650.01
Parameter
VOCs & (SVOCs)
Residential Vapor
Intrusion GWSL (ug/L)
Non-Residential Vapor
Intrusion GWSL (ug/L)
Gross Contamination
Levels (ug/L)
Page 2
VI-1 (5)VI-1 (15)VI-2 (5)
Sampling Date 11/16/2015 16:22 PM 11/16/2015 16:21 PM 11/16/2015 14:42 PM
Acetone 36 20 23 2,700,000 220,000Benzene0.41 0.3 7.1 1,600 120Bromodichloromethane0.24 3.2 BDL 330 25MEK (methyl ethyl ketone)4.8 2.7 2.6 440,000 35,000Carbon Disulfide 3.0 3.1 1.6 61,000 4,900
Carbon Tetrechloride 0.24 BDL BDL 2,000 160Chlorobenzene0.75 0.49 0.28 4,400 350Chloroform2.5 270 0.49 530 41ChloromethaneBDL0.86 0.17 7,900 630Cyclohexane2.2 1.2 32 530,000 7,000
Dichlorodifluoromethane 2.8 2.3 2.7 8,800 7001,2-Dichlorotetrafluoroethane BDL BDL 0.17 ~~Trichlorofluoromethane 1.5 1.6 1.1 ~~1,1,2-Trichloro-1,2,2-trifluoroethane 0.57 0.55 0.54 440,000 35,0001,2-Dibromoethane (EDB)BDL BDL BDL 20 1.6
1,3-Dichlorobenzene 0.87 4.0 4.3 ~~1,4-Dichlorobenzene BDL 4.0 BDL 1,100 851,2-Dichloroethane BDL BDL 0.28 470 361,1-Dichloroethane 0.28 0.15 BDL 7,700 5801,2-Dichloropropane BDL BDL BDL 350 28
Ethanol 9.6 11 6.3 ~~Ethylbenzene 1.8 0.56 6.8 4,900 3704-Ethyltoulene 2.3 0.26 4.6 ~~Heptane 1.2 0.45 11 35,000 2,800Hexane1.3 BDL 36 61,000 4,900
Isopropanol 13 7.2 BDL 18,000 1,400MTBEBDL1.2 0.17 4,700 3,600MIBK (Methyl isobutyl ketone)1.1 0.60 BDL 260,000 21,000Methylene Chloride 0.94 1.1 3.4 53,000 4,200Naphthalene0.92 1.3 1.4 260 21
Propylene 6.1 2.5 1.2 260,000 21,000Styrene0.43 0.31 0.35 88,000 7,000Tetrachloroethylene66231803,500 280Tetrahydrofuran7.0 0.72 2.6 ~~Toulene 6.2 2.9 25 440,000 35,000
1,2,4-Trimethylbenzene 0.92 1 3.4 5,300 4201,3,5-Trimethylbenzene 4.9 0.99 7.9 5,300 420TrichloroethyleneBDLBDLBDL18014Total Xylenes 11 2.98 37.8 8,800 700NOTES:
Samples VI-2(5), VI-2(15) and VI-2(5) Duplicate are not shown since they are located on an adjacent parcel outside the redevelopment area ND = Not detected above the lab reporting limits shown in parenthesis.NT = Not tested.J = Estimated concentrationSGSL = Vapor Intrusion Soil Gas Screening Levels (February 2018)
~ = No IHSB Residential or Non-Residential SGSL established.
Bold values exceed the IHSB Residential SGSL.Values shaded in grey exceed the IHSB Non-Residential SGSL.
TABLE 3
SUMMARY OF ASSESSMENT SOIL GAS SAMPLE ANALYSIS
HILLSBOROUGH SQUARE AND POWERHOUSE SQUARE PROPERTIES RALEIGH, WAKE COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO: 000R2650.01
EPA TO-15 Method
Sub-Slab Non-Residential SGSLs (ug/m3) Sub-Slab Residential SGSLs (ug/m3)
ug/m3 = micrograms per cubic meter
Parameter
VOCs (TO-15) = Volaitle Organic Compound analysis by Method TO-15
Page 3