22034_Fairey Finishing Plant _EMP_2019_12_04

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, because 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.
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.
(sample locations provided in Exhibit 2—please reference Tables i through Table 4)
® 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.).
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® A detailed construction schedule that includes timing and phases of construction. Appendix A
® Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas, etc.) applicable
to the proposed redevelopment. Appendix 8
® Figures with the sampling locations and contamination extents for each impacted media applicable
to the proposed redevelopment. Appendix B
❑ 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. Appendix B: Soil boring locations are depicted on Exhibit 3 with proposed
cut areas. Table 4 provides analytical data for select depth intervals.
® 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. VIMS required at the site will be submitted under
separate cover.
11 GENERAL INFORMATION
Date: August 8, 2019
Brownfields Assigned Project Name: Fairey Finishing Plant
Brownfields Project Number: 22034 18 32
Brownfields Property Address; 1604 East Lawson Street, Durham, Durham County, North Carolina
Brownfields Property Area (acres): 4.335 acres
Is Brownfields Property Subject to RCRA Permit? Yes No
If yes enter Permit No.: Not Applicable
Is Brownfields Property Subject to a Solid Waste Permit? Yes No
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If yes, enter Permit No.: Not Applicable
11 COMMUNICATIONS
Prospective Developer (PD): Durham Technical Community College
Contact Person: Marshall Fuller, Director Facility Services
Phone Numbers: Office: 919-536-7200 x6206 Mobile: [phone]
Email: [e-mail]
Contractor for PD:
Contact Person: Matt Woodlief, Bordeaux Construction Company, Inc.
Phone Numbers: Office: 919-220-1141 Mobile: [phone]
Email: [e-mail]
Environmental Consultant: Ms. Analee Farrell (Terracon Consultants, Inc.)
Phone Numbers: Office: 919-436-2957 Mobile: [phone]
Email: [e-mail]
Brownfields Program Project Manager: Mr. Brad Atkinson
Phone Numbers: Office: 919-707-8748 Mobile: n/a
Email: brad [e-mail]
Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, and Solid Waste): Not Applicable
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Advance Notification Times to Brownfields Project Manager: Check each box to accept minimum notice
periods (in calendar days) for each type of on -site 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, venting of explosive environments): Within 48 hours
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Installation of Mitigation systems: Within 10 days
Other notifications as required by local, state or federal agencies to implement redevelopment
activities: (as applicable): Within 30 days
11 REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
❑Residential ❑Recreational ❑Institutional ❑Commercial ❑Office ❑Retail ❑Industrial
®Other specify: Educational
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(s), 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
stabs/pavement, grading plans and planned construction of new structures:
See attached drawings prepared by O'Brien/Atkins Associates, PA, dated January 28, 2019, for existing
site conditions and demolition plans, grading, and proposed redevelopment plans. The site is planned for
redevelopment into an educational facility. The planned Applied Sciences Building is a proposed 20,467
square -foot (aerial extent), two-story structure. The remainder of the site will be redeveloped with paved
surface parking areas and landscaping/grassed lawns. Redevelopments plans are not yet finalized and will
be provided to Brownfields once finalized.
4) Do plans include demolition of structures)?:
❑ Yes ® No n 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 Hum,n 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
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® If tq& 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: September 2019
b) Anticipated duration (specify activities during each phase): Summer 2021
c) Additional phases planned? ® Yes C1 No
If yes, specify the start date and/or activities if known: Unknown
Start Date: Unknown
Planned Activity: Unknown — based on funding past 2021
d) Provide the planned date of occupancy for new buildings: Summer 2021
CONTAMINATED MEDIA 11
Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with
sample locations): Tabulated data and figures are provided in Appendix B.
Part 1. Soil:
Part 2. Groundwater:
Part 3. Surface Water:
Part 4. Sediment:
Part 5. Soil Vapor:
Part 6. Sub -Slab Soil Vapor:
Part 7. Indoor Air:
® Yes
❑ No
❑ Suspected
® Yes
❑ No
❑ Suspected
❑ Yes
® No
❑ Suspected
❑ Yes
® No
❑ Suspected
® Yes
❑ No
❑ Suspected
❑ Yes
❑ No
® Suspected
❑ Yes
❑ No
® Suspected
Existing known chemical concentrations, which are discussed in the sections below, were obtained during
investigations completed by Terracon in July 2017 and April 2019. Arsenic was detected above its
residential and commercial PSRGs at the site; however, the concentrations are considered representative
of naturally occurring background levels based on the frequency and magnitude of the detections; as such,
arsenic is not considered a contaminant at the site. Hexavalent chromium was detected above its
residential PSRG in soil at the site. The following compounds have been detected above their Residential
Vapor Intrusion Screening Level (VISLs) in soil vapor at the site: benzene, ethylbenzene, trichloroethene
(TCE), and m&p-xylenes. The following compounds have been detected above their Commercial VISLs at
the site: 1,3-butadiene and 1,2,4-trimethylbenzene.
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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 specific compounds):
Soil assessment activities took place at the Brownfields property in July 2017 (7 soil borings) and April
2019 (10 soil borings). The initial July 2017 assessment consisted of collection of grab samples for
analysis of volatile organic compounds (VOCs), semi -volatile organic compounds (SVOCs), Resource
Conservation and Recovery Act (RCRA) 8 Metals, and total petroleum hydrocarbons diesel range
organics (TPH-DRO). Soil samples collected in April 2019 consisted of grab samples for VOCs, and
composited soil samples for SVOCs and RCRA 8 metals. The tables below present suspected
contaminants in soil and a comparison to Residential and Non -Residential regulatory standards. Since
groundwater is proposed for restriction; the Protection -of -Groundwater (PoG) PSRGs are not
presented here.
Conta
Hexa
Chro
A
minant
T
Sample Location and Sample Date of
Interval (ft) Sampling
Concentration
Exceeding
Screening Level
Img/kg)
Residential
PSRG (mg/kg)
Non -Residential
PSRG (mg/kg)
SB-15 (DUP-01) (0-3)
SB-17 (0-3)
SB-18 (0-3)
SS-19 (0-3)
4/3/19
0.32J —1.6
valent
SS-20 (0-3)
0.31
li-$
mium
SS-21(0-3)
SS-22 (0-3)
SB-24 (0-3)
SS-20(3-6)
4/3/19
0.341-0.55J
SB-21(3-6)
See Table 5 attached to the EMP for detected concentrations.
J: Estimated concentration between the method detection limit and the reporting limit.
2) Depth of known or suspected contaminants (feet):
Sample
Soil Contaminant
Depth (ft bls)
Location
Hexavalent
Variable*
0-3
Chromium
*- multiple locations, see tables in Section 1 of "Part 1. Soil"
3) Area of soil disturbed by redevelopment (square feet):
Based on existing grading and cut/fill plans, approximately 146,000 square feet of the site will be
disturbed.
4) Depths of soil to be excavated (feet):
The planned maximum cut depth does not exceed 6 ft bls and the majority of the site will be cut to a
depth of less than 2 ft bls.
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5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan)
Based on the existing grading and cut/fill plans, approximately 5,208 cubic yards of soil will be
excavated at the site. Approximately 2,360 cubic yards of fill soils will be required at the site, and it is
assumed that cut soil from the site will be utilized as fill material in these areas. As such, approximately
2,848 cubic yards of cut soil might require off -site disposal. Additional soils that may be deemed
unsuitable geotechnically for the site that originated from the cut areas may also require export from
the site. If the disposal facility requires additional characterization with regard to exported soils, the
soil will be sampled in accordance with NCDEQ regulations and the facility's requirements.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Areas likely impacted by contaminants were based on the assumption that material would be
removed to the proposed cut depths around the borings presented in the table in the section above.
If the impacted depth was below the cut, then the volume is not included.
Hexavalent chromium was detected in excess of its residential PSRG in the following soil boring
locations collected from the cut areas at depths of 0-3 feet below land surface (ft bls) SB-17, SB-18,
and SB-19. Hexavalent chromium was detected in excess of its residential PSRG in soil borings SB-20,
SB-21, and SB-22 at depths of 0-3 and 3-6 ft bls. Based on the existing cut/fill plans, it is estimated
that approximately 2,848 cubic yards of excavated soil is impacted by hexavalent chromium.
7) Estimated volume of contaminated soil expected to be disposed offsite, if applicable:
Based on the existing cut/fill plan, it is estimated that approximately 2,848 cubic yards of
contaminated soil will be disposed 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 preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous Waste
Section under 40 CFR Part 261.31-261.35?....................................... ❑Yes ®No
❑ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
❑ If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the North
Carolina Contained -In Policy? ................................................. ❑ Yes ® No
Not Applicable
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.
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c) Does the soil contain a CHARACTERISTIC WASTE? .................................... ❑ Yes ® No
If yes, mark reason(s) why below (and include pertinent analytical results).
❑ Ignitability
❑ Corrosivity
❑ Reactivity
❑ Toxicity
❑ TCLP results
❑ 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)
❑ If no, explain rationale:
d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE -USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH
DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
❑ Preliminary Health -Based Residential SRGs
❑ Preliminary Health -Based Industrial/Commercial SRGs
® Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
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:
® Manage soil under impervious cap ® or clean fill
® Describe cap or fill:
Cap to consist of impervious hardscape cover (i.e. pavement, concrete, building slabs) or landscaped
areas topped by at least one foot of cover soil.
® 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:
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4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
® Yes, describe the method will include:
Monitoring of fugitive dust for constituents of concern (arsenic and hexavalent chromium) will
not be conducted at the site beyond typical construction practices. Soils that are dry and have the
potential to migrate through air from the site will be managed in accordance with typical
construction practices, which will typically take the form of a light application via a water truck of
water periodically to moisten soils and reduce airborne dust.
❑ No, explain rationale:
Field Screeninaof.site soil
® Yes, describe the field screening method, frequency of field screening, person conducting field
screening:
Soils will be screened by a Qualified Environmental Professional (QEP) for visible discoloration
and/or odors during grading/excavation activities in the area of identified contaminated soil
on the central -western portion of the site. If observed, the suspected soils will be screened
with a photo -ionization detector (PID) and/or PetroFLAG TPH Analyzer (PF-MTR-01) to identify
relative concentration,; and evaluate the need for sampling and laboratory analysis.
Additional screening in other areas of the site will not be conducted beyond visual observation
for discoloration and/or odors by on -site construction personnel with a QEP on -call as needed
during grading activities. Based on extensive sampling conducted across the site and lack of
potential sources of contamination, additional screening is not warranted other than the
former UST area.
❑ No, explain rationale:
Soil Sample Collection
® Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
If during grading, impacted soils are discovered, procedures for screening and sampling the soils
will be implemented as described in the section for "Contingency for encountering unknown
tanks, drums, or other waste materials". Visual observation for discoloration and/or odors will
be made by on -site construction personnel with a QEP on -call as needed during grading
activities.
❑ No, explain rationale:
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
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® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver): Specify Analytical Method Number(s): EPA Method 6010D and EPA Method
7471B
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
® Other Constituents & Respective Analytical Method(s) Hexavalent Chromium via EPA
Method 7196A will be run on the soil sample with the highest total chromium laboratory
result. In the case of soil stockpiles, if the hexavalent chromium analysis of that sample
is below the hexavalent chromium PSRG, then the soil in the stockpile is considered to
be below the hexavalent chromium PSRG.
® 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: Stockpiling of impacted soils at the site is not planned. If soils are stockpiled, they will
be stockpiled in accordance with NCDEQ IHSB protocol.
❑ Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes
below (Check all thatapply):
❑ Volatile organic compounds (VOCs) by EPA Method 8260
❑ Semi -volatile organic compounds (SVOCs) by EPA Method 8270
❑ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver): Specify Analytical Method Number(s): EPA Method 6010D and EPA Method
7471B
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specrfy Analytical Method Number(s):
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.
® if final grade sampling was NOT selected please explain rationale:
Based on preliminary development plans for the site, exposed soils (not capped under structures or
hardscapes) will be limited to landscaped areas of the site. If contaminated soils are encountered in areas
of exposed soils, these soils will be managed in accordance with contingency procedures discussed in
Part 9 of this EMP.
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
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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
Based on the existing grading and cut/fill plan, if cut soils from the site are deemed to be
geotechnically unsuitable for re -use on -site in fill areas, then the site will need imported off -site fill.
2) If yes, what is the estimated volume of fill soil to be imported?
Based on the existing grading plan, fill material is not anticipated to be imported to the site. However,
if imported fill material is needed, the soil will be characterized based on the requirements outlined
in Section 1.B.5.
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.)
Not applicable.
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:
At this time, the site is not anticipated to require imported off -site fill material. If fill material is
needed at the site, the soil will be characterized based on the requirements outlined in Section
1.6.5.
5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill soil
to demonstrate that it meets acceptable standards applicable to the site and can be approved
for use atthe Brownfields property.
If off -site import fill is needed for the site, Terracon will provide a sampling and analysis plan to
be submitted separately to Brownfields and sample for the analytes listed in Section 1.B.6.
6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver): Specify Analytical Method Number(s): EPA Method 6010D and EPA Method
7471B
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
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.
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If off -site import fill is needed for the site, Terracon will provide a sampling and analysis plan to
be submitted separately to Brownfields.
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.
The areas of cut that will be used as on -site fill and those that will be exported off -site are not
known at this time. Based on cut/fill analysis, 2,848 cubic yards of cut might require export
from the site.
2) To what type of facility will the export Brownfields soil be sent?
The off -site disposal facility has not been determined at this time.
® Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill): If soils are taken to this type of the facility, the required analytical program will
be determined by the accepting facility.
® Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) If soils are taken to this type of the
facility, the required analytical program will be determined by the accepting facility.
❑ 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 willnot increase the potential
for risk to human health and the environment at the receiving Brownfields property, and
thata record of the acceptance of such soil from the property owner of the receiving site
is provided to Brownfields. Please provide additional details below.
❑ Use as Beneficial Fill off -site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is provided
in IR 15. Please provide additional details below.
3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
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Not applicable/planned.
Part 1.D. MANAGEMENT OF UTILITY TRENCHES
❑ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
® Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they were
removed from such that impacted soil is not placed at a greater depth than the original depth
from which it was excavated.
During initial site grading activities, workers should use appropriate safety personal protective
equipment (PPE). The on -site Health and Safety Plan will address potential exposure of workers to
COCs.
Soils will at times need to be disturbed for the construction of utilities or other structures. With
respect to subsurface utility construction at the site, the general rule will be to remove and stockpile
soils so that a "last out, first in" process occurs. During excavation, soils in the upper 2 feet should be
stockpiled and segregated as the first materials removed. These soils/fill materials will be the last
returned to the excavation during backfilling.
Soils will typically "bulk" or expand in volume when disturbed by excavation. The contractor will
compact these materials into place according to the compaction requirements of the construction
design. If no specifications for compacted fill exist, the contractor will tamp the materials in place
using the mechanical excavator or equivalent. Utilities or structures will replace a certain volume of
soils in these areas, resulting in excess soils as excavation spoils.
After the initial grading of the site, the worker and contractor should plan from onset of construction
to maintain a cap comprised of either (a) clean fill, or (b) other barrier approved by the NCDEQ for
areas that will not be capped with a building, asphalt, or concrete surface. If excess contaminant
impacted soils/fill are produced from excavation as spoils which cannot be restored to original depths
through the process of "first out, last in", they must be handled with special care. The worker or
contractor will work with the Brownfields Project Manager to ensure that, if the soils are
contaminated, they are either properly re -used on -site or disposed of off -site.
® 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?
It is not likely that the soil vapor contaminants observed at the site are at high enough concentrations
to degrade subsurface utilities. The NCDEQ risk calculator indicates the detected concentrations
exceed soil gas to indoor air intrusion risk at the site for residents; however, the risk calculator did not
indicate unacceptable risk to non-residential workers at the site. In addition, based on the existing
site plans, it does not appear that utility trenches are located in the areas of elevated soil vapor
concentrations. As such, vapor barriers are not warranted within utility trenches.
❑ If yes• provide specifications on barrier materials:
® If no. include rationale here:
13
EMP Version 2, June 2018

See above
Other comments regarding managing impacted soil in utility trenches:
Concerns and methods for environmental handling of soils do not preclude nor modify any of the
Occupational Safety and Health Administration (OSHA) requirements for worker safety incumbent
upon contractors for regular site safety and trenching/excavation activities. OSHA requirements
will dictate adjustments of the soil management methods where necessary.
PART 2. GROUNDWATER — Please fill out the information below.
1) What is the depth to groundwater at the Brownfiields Property?
Depth to groundwater ranges from approximately 30 to 45 ft bis at the site based on depth to water from
former temporary monitoring wells. Groundwater appears to exist under semi -confined conditions; the
stabilized depth to groundwater within the temporary monitoring wells ranged from 10.7 to 23.4 ft bls.
2) Is groundwater known to be contaminated by ® onsite ❑ offsite ❑ both ❑ or unknown
sources? Describe source(s):
Groundwater at the site is currently restricted by a Notice of Residual Petroleum (NORP) due to Leaking
Underground Storage Tank (LUST) Incident No. 39154. While concentrations of contaminants of concern
were not identified above their 2L Standards during the 2017 LSI, PCE was detected at low concentrations.
In addition, low concentrations of VOCs in soil vapor at the site may suggest that groundwater impacts
exist elsewhere on site.
3) What is the direction of groundwater flow at the Brownfields Property?
Based on surficial topography, inferred groundwater flow is estimated to flow south and/or west.
Temporary monitoring wells were not surveyed and therefore a groundwater elevation map was not
developed for the site.
4) Will groundwater likely be encountered during planned redevelopment activities? C] Yes
No
If yes, describe these activities:
Not applicable
Regardless of the answer; in the event that contaminated groundwater is encountered during
redevelopment activities (even if no is checked above), list activities for contingent management of
groundwater (e.g., dewateringof groundwater from excavations or foundations, containerizing, offsite
disposal, discharge to sanitary sewer, NPDES permit, or sampling procedures):
Excavations in areas where groundwater is encountered should be allowed to re -infiltrate for
approximately 24 hours (if it does not affect the construction schedule) or remove the groundwater so
that construction activities may proceed. If groundwater must be removed from excavations, it will be
pumped out via vacuum truck and taken off -site for disposal at a permitted facility. The analytical program
for the removed groundwater will be determined by receiving facility. Disposal of water must comply with
local, state, and federal laws. Direct discharge requires an NPDES permit and indirect discharge (to the
municipal sanitary sewer) must be negotiated with the City or County. If the PD chooses to obtain a
discharge permit from the City or County, copies of approval documentation will be provided to the
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EMP Version 2, June 2018

Brownfields Program before disposal occurs.
5) Are monitoring wells currently present on the Brownfields Property? ................. Dyes IONo
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 anproval 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 3.5URFACE 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):
Workers are unlikely to encounter surface water as water drainage features were not observed on site.
Workers may encounter stormwater from rain events. Groundwater is not anticipated to discharge into
open excavations. Excavations and trenches shall be graded, bermed, or provided with an equivalent
barrier where necessary to help prevent surface water and/or stormwater from entering excavations
and/or leaving the site boundaries. Stormwater or water from an unidentified source that collects in
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EMP Version 2, June 2018

excavation areas will be removed so that construction activities may proceed. The water will be
containerized or diverted to an on -site stormwater management basin where the water will be sampled
for disposal characterization before it is allowed to leave the site. Based on the types of contaminants
documented on the site, water samples will be analyzed for VOCs, SVOCs, RCRA 8 metals, and hexavalent
chromium. If containerized water is determined to be above regulatory standards, the Brownfields
Project Manager will be contacted, and the water will be disposed in accordance with regulatory
requirements.
PART 4. SEDIMENT — Please fill out the information below.
1) Are sediment sources present on the property? ❑ Yes ® No
2) If yes, is sediment at the property known to be contaminated: ❑ Yes ❑ No
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ❑ Yes ® No
4) Attach a map showing location of known contaminated sediment at the property.
5) In the event that contaminated sediment is encountered during redevelopment activities,
list activities for management of such events (stream bed disturbance): Not Applicable.
There are no known current or historical natural drainage features on the site.
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.
Sample locations are provided in Exhibit 1—please reference Table 3.
3) If applicable, at what depth(s) is soil vapor known to be contaminated?
Soil vapor points were collected at depths of approximately 4 to 5 ft bls across the site. The detected
concentrations were entered into the NCDEQ risk calculator, which indicated that the detected
concentrations exceed the acceptable residential cumulative non -carcinogenic risk.
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
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EMP Version 2, June 2018

® Yes ❑ No ❑ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,j list activities for management of
such contact:
Volatile organic compounds (VOCs) have been identified in localized areas within soils, soil vapor and the
groundwater beneath the site. During construction, site workers will be made of aware of the possible
presence of contaminated soil vapors particularly in trenches and other excavations and they will be made
aware of possible indications of vapors. Terracon will conduct periodic vapor screening with real-time field
instrumentation during excavation activities. Should elevated vapors being identified, work will be
stopped and will not begin again until vapor concentration measurements return to site background
levels.
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? 00-6 inches ❑Other, please
describe: Not applicable. Vapors will be evaluated as discussed in part 5.
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
Volatile organic compounds (VOCs) have been identified in localized areas within soils beneath the site.
Vapors will be evaluated, as discussed in Part 5.
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:
Part 8 - VAPOR INTRUSION MITIGATION SYSTEM — Please fill out the information below.
Is a vapor intrusion mitigation system (VI MS) proposed for this Brownfields Property?
® Yes ❑ No ❑ Unknown
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EMP Version 2, June 2018

Based on the NCDEQ risk calculator results, VIMS are proposed for the Applied Sciences Building.
If yes, ❑ VIMS Plan Attached or ® VIMS Plan to be submitted separately
If submitted separately provide date: Planned July 2019
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:
Part 9 - CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials
in this section please provide actions that will be taken to identify or manage unknown potential
new sources of contamination. During redevelopment activities, it is not uncommon that
unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered. Notification
to DEQ Brownfields Project Manager, LIST Section, Fire Department, and/or other officials, as
necessary and appropriate, is required when new potential source(s) of contamination are
discovered. These Notification Requirements were outlined on Page 1 of this EMP.
Should potentially impacted materials be identified that are inconsistent with known site impacts, the
DEQ Brownfields Project Manager will be notified and a sampling plan will be prepared based on the
EMP requirements and site -specific factors. Samples will generally be collected to document the
location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver): EPA Method 6010D and EPA Method 7471E
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
® 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 via EPA Method 7196A will be
run on the soil sample with the highest total chromium laboratory result. In the case of soil
stockpiles, if the hexavalent chromium analysis of that sample is below the hexavalent
chromium PSRG, then the soil in the stockpile is considered to be below the hexavalent
chromium PSRG.
Please provide details on the proposed methods of managing the following commonly encountered
issues during redevelopment of Brownfields Properties.
There is a possibility that materials of unknown type (tanks, drums or impacted soils) could be present on
the site. The worker and contractor must be able to recognize when conditions change at the site. Field
staff must be able to determine if a new discovery of changed chemical conditions has occurred, and if so,
if it is significant. If there is question of the significance of a new discovery or changed condition, the
environmental manager (Terracon) or equivalent qualified environmental professional should make the
18
EMP Version 2, June 2018

determination. The worker or contractor should be alert during earthwork for the following indications
that will trigger the possible identification of a new condition not addressed by previous investigations
and evaluation.
Underground Storage Tanks:
Prior assessment reports have not identified suspected underground storage tanks (USTs) at the site. The
worker and contractor should be cognizant of man-made containers or remnants of containers of any
material. The presence of whole or crushed drums or containers in excess of one gallon in the soils in
combination with odor or unique color changes may be indicative of a changed condition. Should USTs,
drums, or similar items be encountered during redevelopment activities, the environmental manager
(Analee Farrell) should be contacted immediately, and the identified item should be left as encountered.
The NC Brownfields Program project manager will be notified by site's environmental manager. Following
notification of the NC Brownfields Program project manager, the UST will be inerted of potential
combustible vapors and removed from the ground. The UST will be taken offsite for proper disposal and
soil samples will be collected from beneath the UST and analyzed for VOCs (EPA Method 8260B), SVOCs
(EPA Method 8270D), and RCRA 8 Metals (EPA Methods 6010D and 7471B). Documentation of the UST
removal activities, UST disposal, and sampling results will be provided to the NC Brownfields Program
project manager upon receipt by the environmental manager.
Sub -Grade Feature/Pit:
If during redevelopment activities, an unknown sub -grade feature/pit is encountered, the environmental
manager (Analee Farrell) should be notified immediately. The environmental manager will supervise
exploratory excavation in and around the feature and soils will be screened for potential impacts. If
potential impacts are identified, the NC Brownfields Program project manager will be notified and soil
samples will be collected from the area of potential impacts and analyzed for VOCs (EPA Method 8260B),
SVOCs (EPA Method 8270D), and RCRA 8 Metals (EPA Methods 6010D and 7471B). The location of the
feature will be recorded for future reference. Soil sampling results will be provided to the NC Brownfields
Program project manager.
Buried Waste Material:
If during redevelopment activities, buried waste material is encountered, the environmental manager
(Analee Farrell) should be notified immediately, and the identified waste should be left as encountered.
The NC Brownfields Program project manager will be notified by site's environmental manager. Following
notification of the NC Brownfields Program project manager. The environmental manager will supervise
exploratory excavation in and around the waste and soils will be screened for potential impacts. The
waste should be segregated from surrounding soils, inventoried and taken offsite for proper disposal. If
potential impacts are identified, the NC Brownfields Program project manager will be notified and soil
samples will be collected from the area of potential impacts and analyzed for VOCs (EPA Method 8260B),
SVOCs (EPA Method 8270D), and RCRA 8 Metals (EPA Methods 6010D and 7471B). The location of the
feature will be recorded for future reference. Documentation of the waste removal activities, waste
disposal, and sampling results will be provided to the NC Brownfields Program project manager upon
receipt by the environmental manager.
Re -Use of Impacted Soils On -Site:
See Part 1— Soil and Part 1.A — Managing On -site Soil for details regarding the re -use of impacted soil on -
site.
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If unknown, impacted soil is identified on -site, management on -site can be considered after the
project team provides the necessary information, outlined in Part I.A. Item 11, for Brownfields
Project Manager approval prior to final placement on -site.
If other potential contingency plans are pertinent, please provide other details or scenarios as needed
below:
If impacted soil is noted at the site, the suspect soils should be isolated as soon as possible from contact
and disturbance by rain and wind until screening identification can be made. Construction flagging tape
attached to stakes can be used to prevent accidental movement of the soils by earthwork operations.
Covering of the soils with plastic sheeting and weight the covering with planks, sandbags, or equivalent
should occur. The soils should be screened for volatile and semi -volatile organic compounds. The
screening will be conducted by the on -site environmental manager or other qualified environmental
professional. The owner or contractor may alternatively go directly to laboratory testing for
identification purposes.
Screening tests can be conducted on the site and can produce preliminary results quickly. The field test
does not produce a precise measurement of the amounts of contaminants found in the soils, but
indicates whether contaminants are likely present and warrant further caution and actual
measurement. If preliminary screening activities indicate a changed condition may be present, it may
be necessary to conduct laboratory testing to determine if contaminants are present in the soil and
actually pose a significant risk. Laboratory testing requires time that varies depending on the type of
test needed. In general, laboratory testing for VOCs and SVOCs can take approximately 5 to 7 business
days unless special arrangements are made with the laboratory for more expensive "RUSH" results.
During this time, the suspected impacted soils should be further isolated from worker and public
exposure. Special handling and care must be taken in sampling and transporting soils for the laboratory
tests to be accurate. The workers in physical contact with suspect impacted soil should have training
consistent with 29 OSHA 1910.120.
For small volumes, the soil can be placed temporarily in steel open -top drums with bolt -on lids. After
sealing, the drum should be clearly labeled with pertinent information such as "Do Not Disturb", sample
number, date, and name of sampler. The drums should be placed in an on -site area protected from
general traffic. For larger volumes, it can be effective to place the soils into commercial roll -off
dumpsters which have been previously washed and cleaned of residues or soils can be stockpiled on
plastic sheeting. The containers will not have free -draining bottoms and stockpiles shall be graded,
bermed, or provided with an equivalent barrier where necessary to help prevent water run-off. The
tops of the containers or stockpiles will then be covered with plastic sheeting and secured against wind
and rain. The commercial containers or stockpiles should be placarded with information similar to the
notation on drums.
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
20
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Reportwill be submitted within 90 days aftercompletion of redevelopment. Based on the estimated
construction schedule, the first Redevelopment Summary Report it anticipated to be submitted on
Ff Br 020
The Redevelopment Summary Report shall include environment -related activities since the last
report, with a summary and drawings that describes:
L actions taken on the Brownfield; Property;
2. soil gradins and art and fill actions;
3. methodologv(les) employed for field screen;rw.r sampling and laboratory analysis of
environmental media;
4. stnckpging, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any sal, groundwater or other materials suspected or confirmed to
be contaminated with regulated substances; and
S. removal of any contaminated sal, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfieids Property (copies of all legally rewired
manifests shall be included).
® Check box to aeknowieds a consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site's BrowunfieldsAgreement.
APPROVAL 51"GNATIJRES
Brownfields Project Number. 22034-18-32
Brows nfields Proms Name: Fahey Finishing Plant
Prospective nevelope-. Durham Technical Community College Date:
Consultwm Terracon 94uhants Inc DM: � f
Printed yi . Michaeffi. Jordan, PG / Senior GeoWIst / Terracon Consultants
la
Brad Atfdnson Date:
21
EMP Version 2, June 2018

u
C
L■
,.1
5
5
4 3 2
RIM ELEV (8C)=34725' °
\ INV IN=326.95' (N)
-A4,1_V IN-339.05' (E)
INV OU7
`326.85' (S) l
\ SSMH—#6488
RlM EIS<=348.93'
—327 38'
\ INV / UT \/(S) INV OUT=32718' ()
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RIM EJ35J.39�
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GRATED INLET J�13832
_— RIM ELEV (BC—334.33'
/, V OUT=333. (NW) \)
I
SGRA ✓EL
/e1.1:3:7:k1v1Ie11I[elm
BB
BOTTOM OF BANK
BLDG
BUILDING
BM
BOOK OF MAPS
BW
BARBED WIRE
C&G
CURB AND GUTTER
CLF
CHAIN -LINK FENCE
CLF W/BW
CHAIN -LINK FENCE WITH BARBED WIRE
CLF W/RW
CHAIN -LINK FENCE WITH RAZOR WIRE
CMF
CONCRETE MONUMENT FOUND
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CPP
CORRUGATED PLASTIC PIPE
DB
DEED BOOK
ELEC
ELECTRICAL
FFE
FINISHED FLOOR ELEVATION
HVAC
HEATING VENTILATION & AIR CONDITIONING
INV
INVERT ELEVATION
IPF
IRON PIPE FOUND
LS
LANDSCAPING
N/F
NOW OR FORMERLY
OHE
OVER HEAD ELECTRICAL
PB
PLAT BOOK
PG
PAGE
PKF
PK NAIL FOUND
PL
PROPERTY LINE
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
R/W
RIGHT-OF-WAY
SF
SQUAREFEET
SSMH
SANITARY SEWER MANHOLE
STMH
STORM DRAIN MANHOLE
SW
SIDE WALK
TB
TOP OF BANK
TCP
TERRA-COTTA PIPE
TYP
TYPICAL
W/
WITH
WDF
WOODEN FENCE
WIF
WROUGHT IRON FENCE
WRF
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GENERAL NOTES:
XI 1 1. THIS SITE IS IN THE CAPE FEAR RIVER BASIN.
2. THIS SITE IS NOT IN A WATERSHED OVERLAY DISTRICT.
.4�5'CLF 3. THERE ARE NO STEEP SLOPES ON SITE.
4. THERE ARE NO WETLANDS ON SITE.
r l 5 NO PORTION OF THE SUBJECT PROPERTY IS IN A SPECIAL
FLOOD HAZARD AREA PER FEMA MAP # 372008300J,
EFFECTIVE DATE MAY 2, 2006.
I I X C- 5. NO NATURAL OR HISTORICAL INVENTORY SITES HAVE
BEEN IDENTIFIED ON THIS SITE OR ADJOINING
\ PROPERTIES.
w 6. UTILITY STATEMENT: THE UNDERGROUND UTILITIES
o SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
I I I \ INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE
o UNDERGROUND UTILITIES SHOWN COMPRISE ALL
°ff SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT
\ o® WARRANT THAT THE UNDERGROUND UTILITIES
\ SHOWN ARE IN THE EXACT LOCATION INDICATED
1®, ALTHOUGH HE DOES CERTIFY THAT THEY ARE
\ LOCATED AS ACCURATELY AS POSSIBLY FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
\ 0 7. A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND
� AVAILABLE FOR PERIODIC INSPECTION AND USE DURING
CONSTRUCTION TO EVALUATE COMPLIANCE WITH THE
ri \ / APPROVED SITE PLAN. REQUESTED INSPECTIONS WILL NOT V
TAKE PLACE IF THE JOB SITE COPY IS NOT AVAILABLE AND
\ RE -INSPECTION FEES WILL BE CHARGED.
8. CITY OF DURHAM STANDARDS AND SPECIFICATIONS ARE TO
\ G BE USED.
,■ 9. THIS NOTE SHALL APPLY TO EACH AND EVERY SHEET IN THIS
G SET.
\ THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING
II FACILITIES SUCH AS PIPELINES, ELECTRICAL LINES, CONDUIT,
TELEPHONE CABLE, SERVICE CONNECTIONS OR OTHER
\ FACILITIES ARE SHOWN ON THE PLANS. IT SHALL BE THE
/v CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES
LOCATED BY THEIR RESPECTIVE OWNERS, FIELD MARK THE
UTILITY LOCATIONS, AND PROTECT ALL SUCH EXISTING
FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE
4' CONTRACTOR IS FULLY RESPONSIBLE FOR NOTIFYING ALL
" UTILITY OWNERS IN ACCORDANCE WITH NC GENERAL
STATUTE -CHAPTER 87, ARTICLE 8, THE UNDERGROUND
X X ~ DAMAGE PREVENTION ACT.
\ INV I /0.5 N
INVOCF= N.4B' \ 1 l / I I I I INV OU 40' SW P e ' I \ INLET —THROAT D 8t
\\� EL V=37369'
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/ \ t \ I • r• •'• • .•:.RETE .t •t i I I III I I n 47' FFE=376.95'
NOTES:
\ \� ':�`` •':�• :l ';. :: I \ I I II \\� / 3-STORY qp
I I I ,:•, / I I I I1. THE EXISTING CONDITIONS INFORMATION WAS NOT
P. HAIL WYNN, ✓R 63
r AKE BRICK / METAL BUILDING j I I I PROVIDED OR VERIFIED BY CALYX ENGINEERS AND IS
-804- \ \ \ \ ✓ • FFE=376.94' I I / 111111�1 �/ / SHOWN FOR REFERENCE ONLY.
\ I 1111 ��\\\� I� � �I \\ � I• II�
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SYMBOL LEGEND
•
PROPERTY CORNER FOUND
0
SEWER GREASE TRAP
CONC MONUMENT FOUND
OS
SEWER MANHOLE
O
BOLLARD
SEWER CLEANOUT
—
SIGN
OT
TELEPHONE MANHOLE
OD
STORM DRAINAGE MANHOLE
TELEPHONE PEDESTAL
®
CATCH BASIN
❑T
TELEPHONE HANDHOLE
❑
GRATED INLET
©
TELEPHONE CALLBOX
Mil
CURB INLET
®
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OPEN THROAT CURB INLET
Fo
FIBEROP11C MANHOLE
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FLARED -END SECTION
e
CABLE TV PEDESTAL
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ROOF DRAIN
0
CABLE TV MANHOLE
*
LIGHT POLE
®
CABLE TV HANDHOLE
E
AREA LIGHT
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FIRE HYDRANT
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UTILITY POLE
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WATER MANHOLE
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UTILITY POLE WITH DROP
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WATER METER
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UTILITY POLE WITH LIGHT
e
WATER VALVE
`t,
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WELL (POTABLE)
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03-15-19
DOCUMENTS
Drawn By FNM
Project No.
2017050
C1 00
EXISTING CONDITIONS
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General Site Notes
1.The site will be fully compliant with the North Carolina
accessibility codes (ansi 117.1 -2009 and chapter 11 of the ncbc)
unless and except in areas where an approved statement from a
site engineer, surveyor or architect verifies that site conditions
exist where the topography of the site is extreme and only
alternate methods of compliance are possible. An as -built survey
of the site, performed by the design professional or designee,
must be submitted to the building inspections department
certifying that all site accessibility code requirements such as curb
cuts, ramp slopes, sidewalk slopes and widths, and cross slopes
meet the requirements of the nc accessibility code prior to co
issuance.
2.Construction drawing and site plan approvals for this project are
contingent on receiving stormwater approval from ncdeq. Failure
to obtain approval from the state shall nullify any previous city of
Durham site plan approvals for this project.
3.Fire lane signs reading 'no parking -fire lane', with red letters on
white reflective background, and of standard no parking sign
characteristics, need to be used.
• ` °. •ECOD1,OfC1111� � • I
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7 104 SPACES
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CAPACITY
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FREQUENCY WILL BE _
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PIN# 0830-07-59-1252
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AREA:
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PIN# 0830-07-59-4328
DB 4123 PG 544
PB 165 PG 118
TCH LINE L1101
L1102
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DURHAM COUNTY ABC BOARD
PIN# 0830-07-59-3047
DB 364 PG 269
P B 364 PG 269
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03/15119
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Project No.
2017050
Ll 100
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Project No.
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Ll 201
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Project No.
2017050
Ll 202
SOUTH GRADING
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APPENDIX A

Activity ID Activity Name
�
Org
Dur
Rem
Dur
% Complete
Start
Finish
2020
2021
I Aug I Sep I Oct I Nov IDec
Jan I Feb I Ma, Apr I May I Jun I Jul I Aug I Sep I Oct I Nov Dec
Jan Feb I i I Apr I May I Jun I Jul I Aug I Sep I Oct I Nov I Dec
ATS110 EC/Grading Building Pad -Applied tech Building
F� Site Work
30
30
0%
8-19-19
93019
-
! ! : I ! I
-
M -------------------------
--------------------------------- !I�� ------------------------------------ !I�� -------------------------------- -�1I-1------------------------------------------ --I11r ------------------------------------- !�I�� --------------------------------- �I�� --------------------------------- �I�� ----------------------------- -I1I:1------------------------------- :I1:r -------------------------- ----------------------------- �I�� ---------------------------- �I! M --------------------------- :I11L ----------------------------- --�I:,------------------------------ -��!L ------------------------------ � ------------------------------ �I� M ---------------------------:I1:-L ----------------------------------------------------I:I11:-L
---------------------------------- --�I,. ----------------------------- � -
-r : : : ! ! 1 r I 1
----930---I---------� ----� ------------------� -----y ----: ---: -----IATNTP
---_NOM!I---E--M--P---II--------------------1---9-------�!-! ----------------------------- .I--�: ---------------------------- -I11I..
(h&uiIding II�I�! ---------------------------------------- ��II��!
. -
+ �---------------------
---------'--------�'------ ---------------------------------------------- � ------------------------------------------------------------------------------------------------------------------- ------------------------------- --------------------- -------------------------------- --------------------- -------
­13�i wilding iiiiiiiiiiiiiiiiiiI � 10-28-19 : : : � � : : � � � : : : I � : : I I � : : : I I
JtiiJ; I I
-- ----- -------------------- --------------------- ---------- ------------------------------- ----------- ------------------------------------------ ----------- -------------------------------- -------------------------------�----------*----------�-----------------------------------------------------�-------
je - Applied tech BuJiding INEENE= 124-19: : � � : : � � � : : : � �
.
-- --­ --------- I ----------- L --------------------- I ---------- I ---------- ! ----------- ! ---------- 11 ----------- 11 ---------- ! ----------- ! ----------- ! ---------- 11 ----------- 11 ---------- : ----------- ! ----------- � --------- 11 ----------- I ---------- L ---------- ' ---------- � ---------- 11 ----------- I ---------- 11 ---------- I ---------- � -------12_JTJ
ne - Applied tech Building NPINKi 12-11�19 : ! ! : : ! ! ! : :
I . 11 I ------- � ---------- I ---------------------------------- ---------- I ---------- � ----------- � ---------- 11 ----------- 11 ---------- � ----------- � ----------- � ---------- 11 ----------- 11 ---------- : ----------- � ----------- � --------- 11 ---------- 11 ---------- � ------�---------
--------- � ---------- � ---------- 11 ---------- 11 ---------- 11 --------I--------
--------- I ---------- � -------
ne Applied tech Building 12-11 1 L19 : � � : : � � � : � � : : � � � : : : � � _ _­ ---------- I ----------- L ----------------- L -------- � ---------- ! ----------- ! ----------------------- r ---------- ! ----------- ! ----------- ! ---------- I ------------- r ---------- : ----------- ! ----------- L ---------- L ---------- I ----------- L ---------- I ---------- L ----------- L ---------- I ------------ L ---------- I ---------- L -------
ne Applied tech Building 1"Eiiiii 12-11-19 : � � : : ! � � : : : � � . .
I . I � --------- 11 ----------- I ---------- I ---------- • ---------- � ---------- 11 ----------- I ---------- 11 ---------- I ---------- � -------
- I ---------- 11 ------ ---- I ------------ -- --------------------------- � ----------- � ---------- I ------------- ­ __ - _1 ----------- � ----------- � ---------- I ------------- I ---------- : ----------- � -----------
a Applied tech Building MENEELi 12-11�19 : � : : I I � : : : I I
, -------
-- -----� ----------------------� ----------:----------- : ---------- ---------------- --------.-------- --I -----------!, ---------- -: ------------: -----------: ------------! ----------- F! --------- F: ---------- T: ---------- F! ---------- I! ---------- I! ---------- : ---------- : ---------- : ---------- � ---------- �
Ston. C&G / Pavement �Appied tech building : 6-30-20
- ------,`--------I, ---------- ` ----------- I ----------- L ---------- I ----------- � --------SidI ---------'---------'-----------I------ ----- I ----------- � ----------------------------------- : ----------- � ----------- ` -------------------------------- � ---------- t ---------- � ---------------------------------- L --------------------- ` -------
� � : : : � ewalks -walks-Applied tech Milding I ! 7-29-20 ! : : I . I I I
------- I ---------- ! ----------- F ----------- � ----------- r --------------------- � --------------------------------------------------------------------------------------------- r ---------------------- I ----------- r --------- r ---------- I ---------- �- I- r ---------- r ---------- I ---------- r ---------- I ---------- r -------
.
. � � Landscaping -Applied tech Building 8-19-20 : : : � �
-- ---- I ---------------------- F ------------ -------- : ----------- : ---------- � ----------- I ---------- ----------------------------------- � ----------- � ---------- : ----------- : ---------- : ----------- � ----------- � --------- : ---------- : ---------- � ---------- � ---------- � ---------- : ---------- : ---------- : ---------- � ---------- � -------
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�----------------j-----------�--
g � 6-YE6
ledt ---------------------------------------------------- * ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
In--- ech Building iiiiiiiiiiiiiiiiiiI :11-25-19 : : � � : : � � � : : : I � : : � I � : : : I �
I I ------------------------------- ----------- ------------------------------------------ ----------- -------------------------------- --------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- -------
-_ - - - - -_ - ----- 7 ' I I . . . I I
& I 'our SOG -Ai tech Building ----- iiiiiiiiiiiiiiiij 121.18-19 : � � : : � � � : : : � � : : � � � : : : � �
__ __ � .... .. - -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
BOG Complete -Applied tech Building * : : � � : : � � � : : : � � : : I I � : : : I I
I . .
: ------- ! ----------- F ----------- r ----------- r ---------- I ----------- � ----------- � ---------- 11 ----------- Ir ---------- � ----------- � ----------- � ---------- 11 ----------- Ir ---------- : ----------- � ----------- � --------- Ir ---------- �, ---------- � ---------- � ---------- � ---------- Ir ---------- 11 ---------- Ir ---------- I ---------- � -------
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Steel Erection -Applied tech Building iiiiiiiiiiiiiiiiiiiiiI 1-20-20 � ! ---------------- . ,
1 . . I , , , . . . , , . . , , , . . . , , . . , , , . . . , ,
.. .... .................... ---------- ---------- ---------- ------------------------------- ----------- ------------------------------------------ ----------- -------------------------------- --------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- -------
� Structure Complete -Applied tech Buildirig * : � � �
I ---------- I ----------- � ---------------------- � ---------- ; ---------- � ----------- � ----------- I ----------- I ----------- � ----------- � ----------- � ----------- I ----------- ,- ---------- : ----------- ' ----------- � --------- ,� ----------- I --------------------- • ---------- � ---------- ,� ----------- I ---------- ,� --------------------- � -------
------- !� Prep & Pour2nd Floor -Applied tech Builft i 2-10-20 ! : : ! ! ! : : : ! ! : : ! ! ! : : : ! !
I � I . . I I . . I I I I
------------------ ------------------------------------------------ __�4i:�6 ---- � -------------------------------- I ----------- I -----------------------------------------� � ---------- F --------- ---------- ---------- I ---------- T ---------- F ---------- r ---------------------- r --------------------- -------
! - : : I I ! : . .: : . . . F
� Stair Erection I lied te�h Building : ttj I . I -- ---- L ---------- � ----------- I ---------- I ---------- I ------------- ------------------ I ---------- � ----------- I ---------- � ----------- � ----------- � ---------- 11 ----------- 11 ---------- : ----------- � ----------- L --------- 11 ----------- I ---------- L ---------- i ---------- L ---------- 11 ----------- I ---------- 11 ---------- I ---------- L -------
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Frame / Sheet /Exteflor Wall s -Applied:tech Building MIPMEM" 3-2-20 : : � � � : : : � � :
I I I .
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-- � � ------- � ---------- Ir ---------- 11 ---------- Ir ---------- I ---------- � -------
! ! ! Air Barrier- Applied tech Building ! IIIIIIIIIIIIII 3-23-20 : : ! ! ! : : : ! ! : : ! ! : : : ! !
- � ---------------------- � ---------- j ----------- r ---------- ! ----------- ! ----------- ! ---------- j ------------ r ---------- : ----------- ! ----------- � -------------------------------- L ---------- ' ---------- � ----------- L --------------------------------------------- � -------
--- L ---------- ! ----------- � ---------- : - ------- �rick -Appli6d tech Building iiiiiiiiiiiiiiiiiiiI 4�2-10 :
I � ! : . . � � � : : : � � : : � � �
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Notice To Proceed -Applied tech Building
0
0
0%
8-19-19
ATS112
Building Pad Complete -Applied tech Building
0
0
0%
930-19
ATS120
Grading P. Lot -Applied tech Building
20
20
0%
10-1-19
10-28-19
ATSIM
�
Storm Drainage -Applied tech Building
25
25
0%
10-29-19
124-19
ATS140
H2O Line -Applied tech Building
30
30
0%
10-29-19
_ 9
—
� ATS150
Gas Line -Applied tech Building
30
30
0%
10-29-19
12-11-19
ATS160
Seven Line -Applied tech Building
30
30
'
. 0%
10-29-19
12-11-19
ATSI`70
Power Line -Applied tech Building
30
30
0%
10-29-19
12-11-19
I 0
Stone / C&G / Pavement -Applied tech Building
20
20
Do
63-20
—
630-20
I ATS190
—
Sidewalks -Applied tech Building
20
1 20
1 0%
7-1-20
7-29-20
I ATS11 00
Landscaping -Applied tech Building
15
1 15
1 0%
-
7-30-20
,
8-19-20
11111M�
ATFD10
�
Footings -Applied tech Building
20
20
0%
10-1-19
1028-19
� ATFD20
Underground Rough In -Applied tech Building
20
20
0.
10-29-19
.&' -
11-25-19
ATFD30
i Pour BOG -Applied tech Building
15
15
0%
I
11-26-19
12-1 19
"9
�
SOG Complete -Applied tech Building
0
0
� 0%
-,9
12-18-19
ATST10
Steel Erection -Applied tech Building
20
20
0%
12-19-19
�
� __
1-2 0-20
ATST12
Structure Complete -Applied tech Building
0
0
0%
.
1-20-20
I ATS 0
Prep & Pour2nd Floor -Applied tech Building
15
15
0%
1-21-20
2-10-20
ATST30
Stair Erection -Applied tech Building
10
10
0 %
2-11-20
I 2-24-20
ATBE10
Frame / Sheet / Exterior Wall s -Applied tech Building
mmm
30
30
0%
1-21-20
=
3-2-20
APP Air Bernier- Applied tech Building
15
. 1
.
.
3-3-20
3-23-20
I ATBE30
Brick -Applied tech Building
20
20
0.
3-24-20
-
4-20-20
ATBE40
Glass & Glazing -Applied tech Building
30
30
0%
4-21-20
-_ —
(T2-20
ATBE42
Building Dry In -Applied tech Building
0
0
Do
6-2-20
—
ATBE50
Metal Wall Pa nels, - Applied tech Building
20
20
1 0%
-
6-3-20
—
6-30-20
—
—
ATR1 0
Roofing -Applied tech Building.
15
15
0o/6
3-3-20
3-23-20
4
ATR12
Temp. Dry In -Applied tech Building
0
0
0%
—
3:23-20
91
ATFZ20
Set Rrurs -Applied tech Building
5
5
0%
3-24-20
3-30-20
-
M
XT 0
Roof Screen -Applied tech Building
15
15
0%
3-31-20
0
—
I ATR40
Soi Facie -Applied tech Building
20
20
0%
7-1-20
7-29-20
� I
Frame We Is - 1 st R Applied -Ilich Building
20
20
0%
2-25-20
�---,�-
3-23-20
Overhead PJI - 1st R Applied Tech Building '
20
20
0%
3-24-20
4-20-20
ATPJ120
In Wal RA -1st FI Applied Tech Building
20
20
0%
3 -24-20
4-20-20
—
ATRI1 30
Drywall Han & Finish - 1st R Applied Tech Building
15
15
0%
6 -3-20
6 -23-20
—
"
12
Prime
n - m ! paint -1st Fl Applied Tech Building
15
15
0%
6-24-20
7-15-20
ATRI1 50
� i
1 i;rld - 1 st R Applied Tech Building
15
15
0%
7-16-20
8-5-20
ATRI1 60 'Above Ceiling Inspection - 1st R Applied Tech Building
� Building Rl 2nd Floor
ATRI200 Frame Weis-2nd F! Applied Tech Building
I 0
, 0
, 0%
,
—
8-5-20
20
20
�
0%
3-24-20
4-20-20
ATRIM
Overhead PJI - 2nd R Applied Tech Building
20
20
0%
4-21-20
—
5�1 8-20
ATR1220
In Wal RA - 2nd R Applied Tech Building
20
20
0%
0
4-21-20
------ SA 8-20
—
ATR1230
Drywall Hang & Finish - 2nd R Applied Tech Building
15
15
F000
0%
0
6-24-20
7-15-20
ATR1240
Prime Paint-2nd R Applied Tech Building
15
15
0%
7-16-20
—
8-5-20
ATRI250
Grid - 2nd Fl Applied Tech Building
PP
15
15
0%
8-6-20
8-26-20
—
ATRI260
. Above Ceiling Inspection - 2nd R Applied Tech Building
%
8-26-20
11�11111811nes 1151"
ATF100 Wail Finites- 1st FI Applied Tech Building
9
4 ATF110 Ceiling Finishes- 1st R Applied Tech Building
25
25
0%
8-27-20
10-1-20
25
25
Do
8-27-20
10-1-20
91 ATF120
-
Floor Finishes - 1 st R Applied Tech Building
15
1 15
=
0%
-
10-2-20
—
10-22-20
—
ATF130
-
Casework Install - 1 st R Applied Tech Building
0%
10-23-20
—
11-5-20
—
� IiA 12MOO 0
Wail Finishes-2nd Fl Applied Tech Building
25
25
0%
10-2-20
1 1 -&20
� ATF21 0
Ceiling Finishes - 2nd R Applied Tech Building
25
25
0%
10-2-20
1 1 -&20
ATF220
Floor Finishes- 2nd Fl Applied Tech Building15
15
0%
11-6-20
-Finishes--
11- 0
ATF230
�
Casework Install - 2nd R Applied Tech Building
10
10
0%
12-1-20
-
12-14:20
—
—
.1111M�
ATP1 00
GC Punchlist -Applied tech Building
30
��
0%
12-15-20
—
1-28-21
ATP1 10
Arch Punci -Applied tech Building
5
5
0%
1-29-21
24-21
ATP120
GC Work off Punci -Applied tech Building
75
0
7L0
10
0%
2-5-21
2-1
—
ATP1 30
Final Inspection -Applied tech Building
20
20
0%
2-19-21
3-18-21
�!l
ATPFC
Lolkinl-ivilooliki
—
I Final Completion -Applied tech Building
-
=
0
0
0%
3-18-21 *
—
Start Date: 8-19-19
Finish Date: 11-4-21
Data Date: 8-19-19
Run Date: 4-23-19
1111111111111111111111111 Master Schedule Hammocks 111111111111111111111111 Critical Remaining Work — EC
1111111111111111111111111 Actual Level of Effort * * Milestone PC
Actual Work
1111111111111111111111111 GC SC
Remaining Work o Mc
DURHAM TECH COMMUNITY COLLEGE
Construction Schedule
03 - DT Complete
Schedule
8-19-19 Upd
File: DT Page 1 of 3
C­.. .. ... . ..... I:.. ... .. .. .. . .

Our
NBNTP Notice To Proceed - Newton Building I 0 1 0 1 0% 1 6-15-20
NBS140 H2O Line Fire Line - Newton Building 1 20 1 20 1 0% 1 6-29-20 1 7-27-20
NBS190 Sidewalks - Newton Building 15 15 0% 7-28-20 8-17-20
NBS1100 Landscaping - Newton Building 15 15 0% 8-18-20 9-8-20
NBFDO4
Owner Move Out -Newton Building
5
1 5
1 0%
63-20'
1 6-12-20
NBFDO6
Asbestos Abatement - Newton Building
10
10
0%
6-15-20
6-26-20
NBFDO8
Interior Demolition - Newton Building
10
10
0%
6-25-20
7-9-20
ii NBFD20
Underground Rough In - Newton Building
8
8
0%
7-2-20
7-14-20
,1 NBFD30
Prep &Pour SOG-Newton Building
5
5
0%
7-15-20
7-21-20
NBFD40
SOG Complete -Newton Building
0
0
0%
7-21-20
�Al FDO4
Owner Move Out- Newton Building Area B
5
5
0%
6-7-21•
6-11-21
I Al FDO6
Asbestos Abatement- Newton Building Area B
10
10
0%
6-14-21
6-25-21
Al FDO8
Interior Demolition - Newton Building Area B
10
10
0%
6-24-21
7-8-21
Al FD20
Underground Rough In - Newton Building Area B
8
8
0%
7-1-21
7-13-21
Al FD30
Prep &Pour SOG- Newton Building Area B
5
5
0%
7-14-21
7-2a21
dl Al FD40
SOG Complete - Newton Building Area B
0
0
1 0%
7-20-21
NBST10
Steel Erection for Roof Curbs at New Units - Newton Building
1 5 I
5 1
0%
1 7-10-20
7-16-20
Building Env
NBBE10
Frame / Sheet @ Front Entrance - Newton Building
10 I
10 I
0%
1 7-15-20 1
7-28-20
NBBE20
I Air Barrier- Newton Building
2
2
0%
7-29-20 1
730-20
NBBE40
Glass & Glazing - Newton Building
5
5
0%
731-20
85-20
NBB
Building Dry In - Newton Building
0
0
0%
1
8-6-20
NBR10
Roofing - Newton Building
10
10
0%
0E42
7-17-20
730-20
NBRI100
Frame Weis -Newton Building
10
I 10
I 0%
7-22-20
1 8-4-20
NBRI110
Overhead R/I - Newton Building
10
10
0%
85-20
8-18-20
N3RI120
In Wei RA - Newton Burdirg
10
10
0%
85-20
8-18-20
NBRI130
Drywall Hang & Finish - Newton Building
12
12
0%
8-19-20
94-20
NBRI140
Prime Paint - Newton Building
8
8
0%
9-7-20
9-16-20
NBR1150
Grid - Newton Building
6
6
0%
9-17-20
9-24-20
NBR1160
Above Ceiling Inspection - Newton Building
0
0
0%
9-24-20
NBF100
WeiIFinishes- NewtonBuIcing
10
10
0%
9-25-20
10-8-20
NBF110
Ceiling Finishes - NewtonBuilding
10
10
0%
9-25-20
1O 20
NBF120
Floor Flnishes - Newton Building
10
10
0%
10-7-20
10-20-20
NBF130
Casework Install - Newton Building
5
5
0%
10-14-20
10-20-20
NBP110 Arch Punchlist- Newton Building 1 2 1 2 1 0% 1 11-4-20 1 115-20
NBP120 GC Work of Punchl'st- Newton Building 8 1 8 1 0% 1 11-6-20 1 11-17-20
NBP130 Final Inspection -Newton Building 2 2 0% 11-18-20 11-19-20
NBPFC Final Completion- Newton Building 0 0 0% 11-19-20"
A2SI10 EC / Grading - Newton Building Front Facade Front Facade 5 1 5 1 0% 6-15-20 6-19-20
A2NTP Notice To Proceed- Newton Building Font Facade 0 0 0% 1 6-15-20'
A2SI90 Sidewalks - Newton Building Front Facade 10 10 0% 6-22-20 75-20
A2SI100 I Landscaping - Newton Building Front Facade 10 I 10 I 0% 1 7-7-20 1 7-20-20
el._._._ I .__....y_ ._..,_..__.._...,.._....____
11 A2FD20 Underground Rough In - Newton Building Front Facade
.-
5
.-
5
- 1.
0%
I . ._-„
7-24-20
I ._„_„
730-20
A2F11 D30 Prep & Pour SOG-Newton Building Front Facade
1 5
1 5
1 0%
1 731-20
1 8-6-20
A2FD432 SOG Complete - Newton Building Front Facade
I 0
1 0
1 0%
I
I85-20
A2ST10 Steel Erection - Newton Building Front Facade
I 10
10
0%
8-7-20
8-20-20
A2BE10
Frame/Sheet/Exterior Walls - NewtonBuldingFrontFacade
10
I 10
I 0%
8-21-20
911-20
A2BE20
Air Barrier- Newton Building Front Facade
2
2
0%
9-7-20
9-8-20
A2BE30
Bride - Newton Building Front Facade
8
8
0%
95-20
9-18-20
A2BE40
Glass & Glazing - Newton Building Front Facade
10
10
0 %
9-21-20
10-2-20
A2BE42
Building ay In - Newton Building Front Facade
0
0
0%
10-2-20
A2BE50
Metal Wall Panels- Newton Bu icing Front Facade
8
8
0%
105-20
10-14-20
A2R10 I Roofing - Newton Building Front Facade 1 5 1 5 1 0% 1 10-15-20 1 10-21-20
EC/Grading - Nevyton Building O 16-26-20
---- — —— — ---I---------`----- — '—— —————— --------------'---- ----- — — — —
--- -------------'--------------
- `- — —— `— — — —— ----`---------`------'- ———
- - - : : : Notice To Proceed- Newlin Building: ♦ ; ;
I-------I---------I I---------------
---- --------'-------- —— —————— — — ---- ------ ------ --------------- —— ---
——— — —————— — — —
; ; I I I I
II
- - I------
H2O Line-------- I ---------I---------- -I----------------;
; e Fire Line Newton Building O 7-27-20 ; ;
------ ------- --------------T-------- ------- ------- -------- --------r-------- -----
- - ----------------------'----------`- - -------------------'-----------'I-------------------------------'I----------`----------'I-------------------------------------------`----------'--------
1 Sidewalks 1 Newton ddin 8-1
g 7-20
-I-----------I----------*.- �
'
--!
- - - - - Landsce m Ndwton Buildin �----------�-----------1-- -----------------------------
- . - �--------- ------------------- P s --
----------------------------------------------------------------------------------------------------------
'
--------;�--------------�--------*------ �'------- -_ ---- �-------- --- .20 ------- �-------- �------- �- -----
- --- - - -_
- -`- fi-12'- - - --- II
. Oµner Move Newton Building
`- `--------- `----------`------------ `---------�'-
--------------------------- *------------------------------------T-------- -----
T
- - ---------- ----------'-------------------------------------------
- - - : : : - e tos ment-NevRon Building: = I6-26-20 : : : I
Asbe------ete---------'----------
AbI
- ---,I----------------------------------- ------------------
---------------------------------------'--------------------------------------------------`-----------------
I I I I
------
g -
'rInterior Oemolitbn-Newton Buildin 7-9-2Q
r
---I-------I,-------� -------------- gro nd Rou h 16-Newton B' ildin 7-14-20-----'------------------
- `--------------------- Unde rou'----------'---------------------'----------'I--- -------------------'-----------
r9 9 P 9 I�
�-
--------- --------------------'---------- ---------- -----------I:
--------- -----------I:--------- ---------- ----------'-----------------
---- ----- -- -- -- - - - - - - -- -- - ---- ---
-- ----- ----- ----- ----- ---- ----- --- - ----- ----- ----- ----- -----
- '-- - -- - '-- -
P re &PouYSOG-Newton Buildin 7.21-20
- -- -- -- -- -- - -- - - -- -- -- -- -- -- -- -- - -- -- - --
---- ----- ----- ----- ------ ---- ----- ---- ---- ----- --
---- ------- - - --,----------_------------------------------------------------- - - - - -, - -- SOG Cj------e - Ngwton Building - ----------- - - - -,-------------------------------------- - - - - -,----------_-------------------------------_----------,----------_-------------------------------------------
le
`----------`----------'- `--------------------------------
- - - - - - - - - - _ -- - - - - -
- `- - `--------- -----------I----------I--- -----------'----------
---�---------I----------I--------1----------I ; ;--------1---------1----------I ;
-----------------------------------------------------------I--------------------- ----------`-----------------
- - - I I
Owner Mo?ia Out Newton Buildin j Area B ■ 6 11 21
--I-- F--------r--------r---------T-- -------I r- -------,
---'---------'---------'--------- '
------ ------- -------- -------------- ------- ------- -------- --------I-------- -- ---
Asbestos Abatement -Newton Building Area B i� 6-25-21
- `----------------`--------'- - -------'---------- -------------
-- ----- r --- -----I -------I I : ------� --------� ----- I : : :
------ ------- -------- -------------- ------- ------- -------- -------'-------- -----
Interior Demolklo6-Nev,4onguilding AreoB 7-8-21
--I - �-----------I-----------I----------*-- -----------�-----------I- - -----------11-----------11--------------------------------
---'---------'--------- I : : : ----' ----------I : : ----' ----------' ----------I : : : I
--------------------------------------------------------------------------------------------I---------- -------
I Undergtund Rough In -Newton Building Area B M 7-13,21
- - ----------- -----------F----------T- -----------,'---------- - -----------;----------`----------------------� ----------T-------------------------------------------------------------------
-------------'!----------�! ; ; ;--------'!----------�! ; ;---------`!---------`!----------�! ; ; ; I
------------------------------T----------T-------
I ; Prep&Pbur SOG-Newton Building AreaB � M 7�a21
--�--- `--------`-------`--------'- - -------'--------`- - -----------------`---------------'-------
---! -------I-------!I -------I ------ -------I ---------I -------- I
------ ------- -------- -------------- ------- ------- -------- ---------------- -----
-
SOG Complete Newton Building Area'B
- - - - ,I- ,�--------- 11----------------Steel redion for Roof Curbs -- ---; 11----------------;
- 9----- - - - - --
E �atNewUnits-Newton Buildin ' � 7-16-20
--- - - - - ------------:- . .- I- - - - - - - - - - I- - - - - - - - - -:- - --II
'
---------------------- `-------- `----------`----------I-----------------'---------=-1------------------------------------------------------------------------'---------
'',; Frame / Sheet @ Front Entrance- Newton Building ' O 7-28-20 ', ; ;
------------------------------------ `----------------------------------------------'----------------
- .- - �---------- -I ---------- -I ---------- *- - -----------�-----------------------------------------
; , ; s 73a2o ; ; ;
�Air Barrier: Newton Bdddin �
--------------------------------------------------------------------------------------------------------------
; ' '
-- ------------, ----------------------� ----------T-------------------------------T--------------------T-------------------------------------------.----------T-------
- - - - - Gla & Glazing:- Building ---- JE 8-6-20 '---------
- - --------------------------------
-, --------I -------- I ; ;-------�--------� 9s gj- ildm ---I
-: ------ ---
-------'Buildin In-Newton---------'-------F------'---
---� ---------�----------I ; ---------!----------! g DrY.I - N Building ♦ ; ; I
I I I I
- .- �--------- -I-----------I----------I------------;
- - - Roofin Newton Buildin---------- : -----------
s - � g ICI 73a2o ''
-------------------------------------------------------------------------
---`------- '-------- `---------------- `-------- --------' -------- '-------
1 - -----Frame Weis -Newton Building No 84-20 ---—-'----------------'-
-I-----------I----------*--
------ ------- -------------- '-------- ------- ------- -------- -------'-------- -----
- - - - Overhead fk/I-Newton Build ------'I I♦ 8-1----------:
- .- - �--------- --------------------------------------------------------
-�-------�--------I ;-------�--------I ; (Building 18-20 ; ; I
------------------- �--------------------------------------------------------------------
------------------------------I
! ! ! ! '
In Wei IM- Newton',Burding I♦ 8-1,8-20
- `- - `------ `-------`-------'- - -------'--II Han &;Finish-NeJrton Buildin'-------'---- --- '-------`-------'--------- '-------
- - - ; , - - D yam 9 , — J EM 9-4-20 :
- - -
--�--�------- ---------- -------� :-
------ --------::1
t ------ -------------- '-------- ------- ------- -------- -------'-------- -----
------ ------- -------- --------I-------- -----
F------
Pnme P �------
Dint -Newton Building 9-16-20
-
�
- - -----------------------`----------'- ----------------------- ---Grid- 'wton-----d-------------------------------------------'-----------'--------------------------------'-----------`----------'--------------------------------------------'------------------
- - - : : : Ne �g M 0-24-20 :
11--------- :----------------------
--I-- - �---------------------------------------------11-------Above Ceiling I-l- ed--- - Newton Build---------------------
p ling
---------------------------------------�--------------------1------------------------------I-----------------
- - ----------------------%----------+- -----------------------------W IFlni�es -Newton Bui'-------------------------------------- -----�----------�
---',----------',----------', d ling EN 10-8-20
``----------`----------'---------'---------------------'---------- `---- `---------'-
-------------------------------�--------------------�------------------------------------------------ - - - - -F - - - - - --
;
------------------------- Y---------
Flnishes-!---- d---------'----------
I I Newton Building No 10-8-20
�Ceiling -
---------------------------'r ---------�---------------------------------------- t----------�-------
- I- F------ --------r--------- - -------� -----------
Floor Finishes-Newtori Building ; I♦ 10-20-20
------ -------- -------- -------------- -------- ------- -------- -------- ---------- ------
'
- `----------------`--------'- - -------'---------- -- -----------'-------
- - - - Casework Install -------�---- I : : : ----� --- I I : -----I nstall- Newton Building; E 10-20-20 ; �
------ ------- --------------'-------- ------- ------- -------- -------'--------- ------
� ;
- -- - '--------- -I ---------- ' ---------- ' - - ---------- I- ---------- -I- GC'-----------'----------�------- -- '-----------'-----------
--' ------' ---- I ; ; ; -----' ----- I ; ; ----' Punchlist-Newton Building iEi 113-20: I
--------- ---------- --------------------'---------- ---------- ---------- ---------- ----------------------------
I ; ; I I I ; ;
ArchPunchlist-Newtonbuilding .1 115-20:
`----------`----------'- `-
- `- - `--------- ----------------------
GC Wodc off Punch'--------- ----- '-----------
- ----�------- : ; _------- I'st- Newton;Building ; = 11,17-20
-�-------�------- ; ; :
- - - ---------,----------
- - - -
--------------------------------------- '-------------------------------------------------- '-----------------
- I -------------- - - - - ------ - - - - ------ - - - - -------- - - - -
Final hSpection-NewtonBuilding 1 11;-19---
�---------t-----------I-
II
; ; Final Completion- Nowton Building
- - ----------------------: / ------ Newton B'----------------- _-------------------�
ddin Front�Facade Front Facade ■ 6------ -
------------------------------------------------------------------------------------------------I-----------I- - - - - --
- -----------1----------1---
I I Notid To Proceod - Newbn Building F�nt Facade :
- - �--
--�-- F------ �--------r---------T------- -------� �---------------- -------� -------------
' Sidewalks -Newton Building Front Facade O 75-20'
------ ------- --------------�-------- ------- ------- -------- --------I-------- -----
'
-`---------------`--------'-------1---------- --- -----
-� -------� ------ I ; ; ;I--� ----�0-20 --I ; ; ; I
Landscaping!- Newton Buildin Front�Facade p 7
`-------`-------'-------------- '-------- ------- ------- -------- -------'-------- -----
I ; ; '
- .- - �--------- 11----------11-----------I- --- ___ ______ _________ _________ ,__________ , _________---------
I I I 123-20 I
Footings - Newton Buildin Front Facade I♦ 7
---------------------------------------�--------------------------------------------------I-----------------
I '
--------;T--------------F---------*----Unde- ---- -'� -- -- �--- --- - ------- ------ ------ �-------- �------- --
T round Rough In-W-----Buildin ,Front Faca -- - , - -
9 g de 173a20
-----------T-------------------------------------T-------- -----
T---------T----------T--- T
_
- - `--------`-------`-------'- Prep&P6ur SOG-Newton Buildin Front Facade --'-----6-20 ------'--------`---------------'--------
---'`----------I----------I-
_ I _ -------I -_-----I- ---- g Facade-Q 5E-201
- --- -- --------------------
------ -------- --------------'--------- -------- ------- -------- -------'-------- -------
SOGCompletel-Newton Building Fmnt--
' !Facade ' ♦
'
- --------- -------- -------F-------� - - - - --- -----------------------------------
-� -------�---- I : : : --- e g Facade ---� 8-20-20 : ; ;
- `---------------`-------'- ------ St' el Erectioro-Newton Buildin Front
`------`-------'-------------- '-------- -------- ------- -------- -------'------- -----
;
- -- - �------ ---------�----------------Frame/Sheet ------�------- �--------------- �'-------'--------I-------- ---------------'-------
---' -------I ---- I ; ; ; -- /Exterior Walls - Newtdn Building Frord Facade I♦ 9-4-20 ; I ; I
'-
------ ------- --------------`-------- ------- ------- -------- ----------------- -----
I I I! I I I I
- - T--------------F---------*- - -------:- ---— -— -— -— --— -— ------
-------------- --------------� ------
- T - - - -Air Banier,-Newton B - -—
ildin Front
Building t Facade 1 9-8-20,
`----------`----------'-
T ----------------------T — -—— -— T— ---- —------------------------------T------- —- —--
---------- -------g �5t Facade ', � 9-18-20 ; -
Bride -Newton Building Fro'---------------------'----------1---
- - - ------ -_________ ,_________
------------------------------T-----------;
------- - - - - - - - - --- - - - - --
.-. 9
Glass & Glazing Newton Buildin Front Facade
g � e � 10-2-20
I
:
- - - ---------'-------`--------'- - -------'-----Buildin In Building Front F'cede---'------------------------------
�-------
------------------------------------------------------------------- ----------------
- - - ------ -------- - - --------�- Metal Wall--nels-�Newbn Bu I--------'--------•- -- -------------'-------
; Icing Front Facade ; iE 10-14-20
------ ------- --------------�--------- ------- ------- -------- ------------------ -------
; ; I I I I
- - ---------------------F----------;- -----------,'------------------- �'---N---- n Building -F '---------------------------------!
--'!---------'!---------�,! ; ; ;-------'�---------�,I ; ; Roofing- Newton rent Facade; 0 10-21-20 : �
-------------------------------!--------------------!-------------------------------------------T----------!-------
� : : I I
Start Date: 8-19-19
1111111111111111111111111 Master Schedule Hammocks 111111111111111111111111 Critical Remaining Work o EC
DURHAM TECH COMMUNITY COLLEGE
03-DTComplete
Finish Date: 11-4-21
001= Actual Level of Effort ♦ ♦ Milestone PC
Construction Schedule
Schedule
Data Date: 8-19-19
8-19-19 Upd
Run Date: 4-23-19
1111111111111111111111111 Actual Work o GC SC
File: DT Page 2 of 3
Remaining Work o MC
C .—. ... I:.. .

Dur
Site Work
Al NTP ,Notice To Proceed- Newon Bui lding Area B 0 0 0% 1 6-14-2V
Al ST10 I Steel Erection for Roof Top Units -Newton Building Area B 1 5 I 5 1 0% 1 7-9-21 1 7-15-21
A1R10
Roofing- Newton Building Area B
15
15
0%
7-16-21
8521
Al RI100
Frame We ls- NevRcn Build It Area B
8
8
0%
7-21-21
730-21
Al RI110
Overhead R11- Newton Building Area B
15
15
0%
8-2-21
8-20-21
Al RI120
In Wal RA- Newton Building Area B
5
5
0%
8-2-21
83-21
Al RI130
Drymll Hang & Finish - Newton Building Area B
10
10
0%
M-21
8-20-21
Al RI140
Prime Paint- Newton Building Area B
8
8
0%
8-16-21
8-25-21
Al RI150
Grid - Newton Building Area B
15
15
0%
8-23-21
9-13-21
Al R1160
Above Ceiling Inspection - Newton Building Area B
0
0
0%
9-13-21
A1F110
Ceiling Finishes- Newton Building Area B
10
10
2%
8-26-21
9-9-21
Al F120
Floor Finishes- Newton Building Area B
10
10
0%
9-1-21
9-15-21
Al F130
Casework Install - Newton Building Area B
10
10
0%
9-10-21
9-23-21
Al P100
GC Punchlist-Newton Building Area B
10
10
0%
9-24-21
10-7-21
Al P110
Arch Punchlist- Newton Building Area B
2
2
0%
10-8-21
10-11-21
A1P120
GC Work off Punchlist- Newon Building Area B
8
8
0o
10-12-21
10-21-21
Al P130
Final Inspection- Newton Building Area B
10
10
0%
10-22-21
114-21
Al PFC
Final Completion- Newton Building Area B
0
0
0%
114-21
- - -- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
' Notice To: Proceed Newton Building Area
-- ------ - ------ ----- ------ -- - -- ---- -- -- -- --- ---- - ----- -------- ------ --- -----
--
- - - -- : --
SteelErection--Roof T------S- Newton B------'----- ■ 7-15-21
Roofing NevAon Building Area d 8521
- - ------ -I---------- --- --------------------- �- - - ----------------------------------------- ------------------------------------------------------------------------------------- --- -----I---------'�------------------------------------- - Frame Wait Newton BLjildhg Area'B M; 730-
21
----------- ----;- -----------,'---------- - - -----------------------------------------------------
------------------------------------------------------------------------------------------------ .----------�-------
Overhead R/I NevAgn Building Area B ;IIIIIIIIIIIIIIII■ B-00-21
---- - -- ------ ------ ------- -------- -------------- ------- ------- ------- ------- ----- ----- --------I ---------I --------I -------- -------1 ---------I -------- -
In Wbl RA N--- -------- Area - ;■ 81---
---- ----- -- Drymil Hang&:Finish- Newton Building Area B 8-20-21
-
--'�----------I------------I --------- I 'I----------`---------i-----------I ----------`I --------- ;---------i----------i-----------I ---------- 'I ----------- I ----------I -----------'I-----------'--------------------------------------------------------------------------------------------------'I -----------I
-------
Prime me Paint -'Newton Building Area g = $-25-21
- ----------- --- ------------------------ - ------------------------------------------- ------------------------------------------------------- - --- ---- ------ -
- --- ----I --- --- ----I
Grid - Ne wton :Building AreaB 0 9-13,21
ove Ceiling Inspection -Newton Building Area B Ab
- ------ --- ----------- ------ - - ----------------------------------------- -------------------------------------------------------------------------------------
'WallFinishes Newton:BuIcing "aB EM 9-9-21
—-- - —-— ----- - —- —- r--- —-— ---- ----- —-- —----—— ---- —-- ------- - —- —- -- --------—-— —----
-----
---- - ----- ---- - Calling Finishes- Newton',Building Area B 9-9-21 -- '
---`-------F-------`---------`----------`---------- '---------- - ------------------ ------ ---------- -------- --- - -- - -------- ----- -- --- ----- -- -- ---- --------------- -----
----------------'---------'-------- Floor Finishes- Newton Building �rea6 9-16-21
Casework Install Newton Building Area B ; M 9-23 21
---- ------ --- --------*- - ------- ------ - - ------- ---- ----------- --------------------------- --------— ----— ------------------------------------------ -----
r ? GC Punchlist Newton � ----- Ants B 10 7 2{
---� --------I ---------�I I I I --------I --------- I I I-------1 ---------I --------- I I - I Aroh Phnohlist Newton Building Area B ■ 10-11,21
---- ---- -----, ---------------------------------------------------------------------------------------------
---'---------I---------I---------I GC Work off Punchlist- Newton Building Area B 10-21-21
----------- `----------`- ----------- `--------- - -----------`------------ ---------------------'-----------'--------------------------------'-----------`-------------------------------------------------------------------------
-------------I----------I--------i-------------------4---------4----------I _I_ _________ ___ -
Firiallnspectioh Newton Building An;aB 11421'
-------•------ ----•--------•- ----- ------ ------- -------- ------- -------- -------------- -----
I � � Final Co p e6on-Newton Bwld a n:a B
-------- ----- ---- --- - - - - m in A
Start Date: 8-19-19
0 Master Schedule Hammocks Critical Remaining Work o EC
DURHAM TECH COMMUNITY COLLEGE
03-DTComplete
Finish Date: 11-4-21
p Actual Level of Effort ♦ ♦ Milestone PC
Construction Schedule
Schedule
Data Date: 8-19-19
8-19-19 Upd
Run Date: 4-23-19
Actual Work o GC SC
File: DT Page 3 of 3
O Remaining Work o MC
D 0 R D€ A U X

APPENDIX 6

Table 1
Historical Groundwater Analytical Results
Durham Technical Community College
1604 East Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70177290
Northern Parcel
Sample ID:
Sample Date:
Screen (ft bls):
Turbidity (NTUs):
TW-01
07/10/17
40-50
24.8
TW-02
07/11/17
18-38
18.8
TW-03
07/10/17
20-40
8.76
NCAC 2L Standard
Volatile Organic Compounds (EPA Method
8260) - (µg/L)
Chloroform
4.0
1.6J
8.8
70
Tetrachloroethylene
<0.27
0.3J
<0.27
0.7
RCRA 8 Metals (EPA Method 6020A-B) -
(µg/L)
Arsenic
<0.77
<0.77
2.8
10
Barium
690
270
150
700
Cadmium
<0.16
<0.16
<0.16
2
Chromium
6.4
<1.2
<1.2
10
Lead
<0.34
<0.34
<0.34
15
Mercury
<0.000034
<0.000034
<0.000034
1
Selenium
<2.8
<2.8
<2.8
20
Silver
<0.21
<0.21
<0.21
20
Semi -Volatile Organic Compounds (EPA
Method 8270) - (µg/L)
Analytes Not Detected
I ND
I ND
ND
Notes:
Compounds detected in one or more groundwater samples are shown in the table
Concentrations are reported in micrograms per liter (µg/L)
NCAC 2L GWQS - North Carolina Administrative Code Subchapter Groundwater Quality Standards (April 1, 2013)
Shaded detections exceed their applicable standard and/or screening level
Values in BOLD were detected above the method detection limit
J: Estimated concentration between the method detection limit and the reporting limit
ft bls: feet below land surface
NE: Not established
ND: Not detected
NTU: Nephelometric Turbidity Unit

Table 2
Historical Soil Gas Analytical Results
Durham Technical Community College
1604 East Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70177290
Northern Parcel
Sample ID:
Sample Date:
Screen (ft bls):
SG-01
07/11/17
4
SG-02
07/11/17
4
SG-03
07/11/17
4
SG-04
07/11/17
5
SG-05
07/11/17
4
SG-06
07/11/17
4.5
SG-07
07/11/17
5
SG-08
07/11/17
5
DWM
VI-GWSL
(Res)
DWM
VI-GWSL
(Non -Res)
Volatile Organic Compounds (TO-15) -
(µg/m3)
Acetone
26.1
24.2
63.1
64.0
120
47.1
20.2
<59.4
216,000
2,720,000
Benzene
119
123
65.2
24.1
138
131
59.2
74.1
120
1,570
1,3-Butadiene
10.4
<8.85
<8.85
9.46
116
2
12.1
463
13.9
175
Carbon disulfide
62.2
44.0
32.0
31.7
124
35.8
78.8
67.7
4,870
61,300
Chloroethane
<1.06
1.49
<1.06
<1.06
<1.06
38.2
<1.06
<10.6
69,500
876,000
Chloroform
9.55
4.0
2.35
27.8
18.4
<3.89
5.80
<19.5
40.7
533
Chloromethane
<0.826
<0.826
<0.826
<0.826
2.18
142
1.23
<8.26
626
7,880
cis-1,2-Dichloroethene
<1.59
<1.59
9.84
<1.59
6.87
4.47
<1.59
<15.9
NE
NE
Cyclohexane
11.7
8.46
4.68
3.47
16.7
11.5
8.61
<13.8
41,700
526,000
1,4-Dichlorobenzene
<24
5.5613
<2.4
<4.81
<4.81
<4.81
<9.62
<24
85.1
11110
1,1-Dichloroethene
<1.59
<1.59
2.48
<1.59
<1.59
5.63
<1.59
<15.9
1,390
17,500
Dichlorodifluoromethane
<1.98
<1.98
<1.98
2.37
2.08
<3.96
<1.98
<19.8
695
8,760
Ethanol
11.7
3.11
18.9
12.4
18.2
20.8
14.0
34.7
NE
NE
Ethylbenzene
677
174
457
219
306
172
310
131
374
4,910
4-Ethyltoluene
281
225
278
138
272
82.8
168
51.7
NE
NE
Heptane
176
181
68.9
31.5
197
97.7
72.3
152
NE
NE
Isopropyl benzene
105
65.6
70.3
40.1
80.0
27.0
<7.87
<19.7
2,780
35,000
Methylene Chloride
2.1913
1.9813
2.2213
1.4813
<1.39
<2.78
<1.39
<13.9
4,170
52,600
2-Butanone (MEK)
7.50
<7.37
13.1
8.57
40.6
<14.7
<7.37
<73.7
34,800
438,000
4-Methyl-2-pentanone (MIBK)
<10.2
<10.2
21.9
<10.2
22.3
<20.5
<40.9
<102
20,900
263,000
Naphthalene
<66
7.7713
18.513
15.413
15.613
14.16
<26.4
<66
20.9
263
n-Hexane
87.3
69.8
27.0
29.6
225
231
61.4
355
4,870
61,300
Propene
267
46.8
33.6
222
624
1200
505
5280
20,900
263,000
Styrene
<17
<1.7
<1.7
<3.4
<3.4
42.0
<6.81
<17
6,950
87,600
Tetrachloroethene (PCE)
26.2
19.7
32.3
31.9
31.7
54.0
26.1
29.9
278
3,500
Toluene
2520
762
1450
578
886
545
952
512
34,800
438,000
Trichloroethene (TCE)
6.91
6.65
21.8
5.37
45.8
29.4
<8.57
<21.4
13.9
175
Trichlorofluoromethane
<2.25
<2.25
<2.25
<2.25
5.55
<4.5
<2.25
<22.5
NE
NE
2,2,4-Trimethyl pentane
250
344
85.8
31.4
257
73.9
80.2
97.0
NE
NE
1,2,4-Trimethylbenzene
268
866
408
785
280
504
136
48.7
613
1,3,5-Trimethylbenzene
384
271
337
176
324
102
234
49.2
NE
NE
Vinyl chloride
<1.02
1.20
7.96
<1.02
2.41
31.9
<1.02
<10.2
55.9
2,790
m&p-Xylenes
2430
652
1700
829
1300
548
1190
418
695
8,760
o-Xylene
655
431
520
235
600
1871
327
126
695
8,760
Notes:
Compounds detected in one or more soil vapor samples shown
Concentrations are reported in micrograms per cubic meter (µg/m3)
DWM VI-SGSL: NCDEQ DWM Vapor Intrusion - Soil Gas Screening Level (October 2016)
Res/Non-Res: Residential/Non-Residential
Shaded detections exceed their applicable standard and/or screening level
Values in BOLD were detected above the method detection limit
J: Estimated concentration between the method detection limit and reporting limit
ft bls: feet below land surface
NE: Not established
B: Analyte found in the associated blank
E: Analyte concentration exceeds the labroatory upper limit of the calibration range of the instrument established by the initial calibration (ICAL)

Table 3
Historical Soil Analytical Results
Durham Technical Community College
1604 East Lawson Street
Durham, Durham County, North Carolina
Brownfields Project No. 22034-18-32
Terracon Project No. 70197401
Sample ID:
Sample Depth (ft bls):
SB-08
2-4
SB-09
1.5 3
SB-10
5-6
SB-11
3-4
SB-12
4-5
SB-13
5-6
SB-14
6-7
PSRG
(Residential)
PSRG
(Commercial)
Volatile Organic Compounds (EPA Method 8260)
- (mg/kg)
Analytes Not Detected
ND
I ND
I --
--
--
--
--
-
--
Semi-Volatile Organic Compounds (EPA
Method
8270) - (mg/kg)
Analytes Not Detected
ND
I ND
I --
--
--
--
--
--
I --
Resource Conservation and Recovery Act (RCRA) 8 Metals (EPA Method
602OA-B)
- (mg/kg)
Arsenic
1.9
0.86
-
--
--
--
0.68
3
Chromium
22
11
-
--
--
--
24,000
100,000
Lead
15
10
-
-
-
400
800
Mercury
0.0045.11
<0.0028
-
--
--
-
2.2
3.13
Selenium
<0.14
<0.15
-
-
-
-
78
1,160
Silver
0.044.1
0.028J
-
-
-
-
78
1,160
Barium
130
88
-
--
--
3,000
44,000
Cadmium
<0.058
<0.06
-
--
--
--
14.2
196
TPH-DRO (EPA Method 8015C) - (mg/kg)
NCDEQ Action Level
DRO
-
7.8
4.7
4.4
5.5
5.3
100
Notes:
Samples collected on July 11, 2017
Compounds detected in one or more soil sample are shown in the table
Concentrations are reported in milligrams per kilogram (mg/kg)
Values in BOLD were detected above the method detection limit
Detections in excess of a standard are shaded
PSRG - NCDEQ Inactive Hazardous Sites Branch (IHSB) Residential Health Based PSRGs (Oct 2016)
PoG - Protection of Groundwater
U / R - Unrestricted -Use / Restricted -Use
TPH-DRO - total petroleum hydrocarbons diesel range organics
ft bls - feet below land surface
NE - not established
NO - analytes were not detected above the reporting limit
J - estimated concentration greater than the method detection limit and less than the practical quantitation limit

Table 4
Summary of Soil Analytical Results
Durham Technical Community College
1604 East Lawson Street
Durham, Durham County, North Carolina
Brownfields Project No. 22034-18-32
Terracon Project No. 70197104
Sample ID:
Sample Depth (ft bls):
SB-15
DUP-01 (SB-15)
SB-16
SB-17
SB-18
SB-19
PSRG
(Residential)
PSRG
(Commercial)
1-2
5-6
1-2
1-2
5-6
2-3
5-6
0.5-1.5
5-6
1-2
5-6
Volatile Organic Compounds (EPA Method 8260) - (mg/kg)
Acetone
1 <0.019
<0.020
<0.020
<0.020
<0.023
<0.020
<0.028
<0.020
<0.019
<0.019
<0.019
12,000
140,000
Sample ID:
Sample Depth (ft bls):
SB-15
DUP-01 (SB-15)
SB-16
SB-17
SB-18
SB-19
PSRG
(Residential)
PSRG
(Commercial)
0-3 3-6
0-3
0-3 3-6
0-3 3-6
0-3 3 6
0-3 3-6
Semi -Volatile Organic Compounds (EPA
Method 8270) - (mg/kg)
3-Nitroaniline
<0.03
<0.028
<0.031
<0.029
<0.032
<0.036
<0.031
<0.029
<0.029
<0.033
<0.029
NE
NE
Benzo(a)anthracene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
1.1
21
Benzo(b)fluoranthene
<0.003
<0.0028
<0.0031
0.0012J
<0.0032
0.00231
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
1.1
21
Benzo(k)fluoranthene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
11
210
Benzo(a)pyrene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
0.11
2.1
Caprolactam
0.01 BJ
0.0087 BJ
<0.015
0.011 BJ
0.0096 BJ
<0.017
0.0099 BJ
0.0091 BJ
0.0091 BJ
0.012 BJ
0.009 BJ
6,300
82,000
Chrysene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
110
2,100
Fluoranthene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
480
6,000
Phenanthrene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
NE
NE
Pyrene
<0.003
<0.0028
<0.0031
<0.0029
<0.0032
<0.0036
<0.0031
<0.0029
<0.0029
<0.0033
<0.0029
0.036
0.0045
Resource Conservation and Recovery Act (RCRA) 8 Metals (EPA Method 6010/7470)
- (mg/kg)
Arsenic
0.57
0.20 J
0.63
1.4
2.0
1.3
0.76
0.83
4.2
1.5
1.8
0.68
3
Barium
54
26
55
83
160
100
62
320
240
62
190
3,100
47,000
Cadmium
0.026 J
0.032 J
0.035 J
0.045 J
0.080 J
<0.12
<0.10
0.041 J
0.11
<0.14
0.024 J
14
200
Chromium (III)
11 B
2.1 B
10 B
25 B
43 B
33 B
16 B
21 B
25 B
28 B
34 B
23,000
350,000
Chromium (VI)
<1.1
<1.1
0.32 J
<1.1
<1.2
0.73 J
<1.1
0.35 J
<1.1
0.35 J
<1.1
0.31
6.5
Lead
9.4
12
9.9
7.1
10
14
5.8
19
17
10
13
400
800
Mercury
<0.083
<0.082
<0.089
<0.084
<0.087
<0.095
<0.0089
<0.086
<0.080
<0.099
<0.086
2.3
9.7
Selenium
0.46 J
<1.2
<1.4
1.1 J
1.0 J
0.55 J
0.42 J
0.64 J
1.1
<1.4
1.7
78
1,200
Silver
<0.23
j <0.23
j <0.26
j <0.22
<0.25
j <0.24
<0.19
<0.25
<0.22
<0.26
<0.21
78
1,200
Notes:
Samples collected April 3, 2019
Compounds detected in one or more soil sample are shown in the table
Concentrations are reported in milligrams per kilogram (mg/kg)
PSRG: North Carolina Department of Environmental Quality (NCDEQ) Preliminary Soil Remediation Goals (February 2018)
Detections in excess of a standard are shaded
ft bls: feet below land surface
NIS: Not sampled / analyzed for
NA: Not applicable
If chromium (VI) concentrations were detected below the laboratory reporting limt then chromium (III) is reported as total chromium.
1: Estimated concentration between the method detection limit and the reporting limit
B: Analyte detected within method blank
Page 1 of 2

Table 4
Summary of Soil Analytical Results
Durham Technical Community College
1604 East Lawson Street
Durham, Durham County, North Carolina
Brownfields Project No. 22034-18-32
Terracon Project No. 70197104
Sample ID:
Sample Depth (ft bls):
SB-20
SB-21
SB-22
SB-23
SB-24
PSRG
(Residential)
PSRG
(Commercial)
1-2
5-6
11-2
3.5-4.5
1-2
1-2
5-6
1-2 5-6
Volatile Organic Compounds (EPA Method 8260) - (mg/kg)
Acetone
0.0191
<0.021
<0.017
<0.022
<0.018
<0.019
<0.019
<0.019
<0.026
12,000
140,000
Sample ID:
Sample Depth (ft bIs):
SB-20
SB-21
SB-22
SB-23
SB-24
PSRG
(Residential)
PSRG
(Commercial)
1 0-3
3-6
0-3
3-6
0-3
0-3
3-6
0-3 3-6
Semi -Volatile Organic Compounds (EPA
Method 8270) - (mg/kg)
3-Nitroaniline
<0.03
<0.031
<0.03
<0.036
<0.15
<0.31
<0.67
0.036
<0.035
NE
NE
Benzo(a)anthracene
<0.003
<0.0031
<0.003
<0.0036
<0.015
<0.031
<0.067
0.0017 J
<0.0035
1.1
21
Benzo(b)fluoranthene
0.0031
<0.0031
0.0017J
<0.0036
<0.015
<0.031
<0.067
0.0029 J
<0.0035
1.1
21
Benzo(k)fluoranthene
<0.003
<0.0031
<0.003
<0.0036
<0.015
<0.031
<0.067
0.0011 J
<0.0035
11
210
Benzo(a)pyrene
<0.003
<0.0031
<0.003
<0.0036
<0.015
<0.031
<0.067
0.0018 J
<0.0035
0.11
2.1
Caprolactam
0.019 B
0.012 BJ
0.011 BJ
0.011 BJ
<0.071
<0.15
<0.32
0.012 BJ
0.011 BJ
6,300
82,000
Chrysene
<0.003
<0.0031
<0.003
<0.0036
<0.015
<0.031
<0.067
0.0018 J
<0.0035
110
2,100
Fluoranthene
0.0016 J
<0.0031
0.0016 J
<0.0036
<0.015
<0.031
<0.067
0.0045
<0.0035
480
6,000
Phenanthrene
<0.003
<0.0031
<0.003
<0.0036
<0.015
<0.031
<0.067
0.0019 J
<0.0035
NE
NE
Pyrene
<0.003
<0.0031
<0.003
<0.0036
<0.015
<0.031
<0.067
0.0032
<0.0035
0.036
0.0045
Resource Conservation and Recovery Act (RCRA) 8 Metals (EPA Method 6010/7470) - (mg/kg)
Arsenic
0.97
1.7
1.5
1.4
0.67
3.1
5.6
1.9
1.4
0.68
3
Barium
51
40
100
270
270
220
530
180
190
3,100
47,000
Cadmium
0.061 J
<0.15
0.034 J
0.036 J
0.057 J
<0.13
0.094 J
0.043 J
0.085 J
14
200
Chromium (III)
13 B
23 B
33 B
45 B
18 B
45 B
53 B
40 B
38 B
23,000
350,000
Chromium (VI)
0.77 J
0.34 J
1.6
0.55 J
1.1
<1.1
<1.3
0.39 J
<1.3
0.31
6.5
Lead
9.7
8.5
12
15
9.2
13
17
14
14
400
800
Mercury
<0.089
<0.087
<0.093
<0.098
<0.081
<0.087
<0.093
<0.092
<0.10
2.3
9.7
Selenium
<1.4
<1.5
0.641
1.5
1.6
1.7
1.6
0.98 J
0.58 J
78
1,200
Silver
1<0.27
1<0.30
1 <0.22
<0.24
1<0.25
1 <0.24
1<0.26
1 <0.28
<0.29
1 78
1 1,200
Notes:
Samples collected April 3, 2019
Compounds detected in one or more soil sample are shown in the table
Concentrations are reported in milligrams per kilogram (mg/kg)
PSRG: North Carolina Department of Environmental Quality (NCDEQ) Preliminary Soil Remediation Goals (February 2018)
Detections in excess of a standard are shaded
ft bls: feet below land surface
NIS: Not sampled / analyzed for
NA: Not applicable
If chromium (VI) concentrations were detected below the laboratory reporting limt then chromium (III) is reported as total chromium.
J: Estimated concentration between the method detection limit and the reporting limit
B: Analyte detected within method blank
Page 2 of 2

Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
'fop Plastic Cover Sheeting: Underliner: 1 layer, minimum of 10
(1 Layer, minimum: 10 mil thick) mil thick plastic
Berm
(Straw bales,
composted earth, etc)
Land
Surface
1
1 x
Stra v Bale Berm
NN'eight
a plastic
cover used)
Contaminated Soils
Map View
Weight
Contaminated Soils L
......... .......... .................. ..........
Plastic
Sheeting
Note- Adapted from NC DEQ UST Section "Guidelines for Ea Situ Petroleum Contaminated ,Soil Remediation" dated December, 1, 2013
26
EMP Version 2, June 2018

$1
SITE
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TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY
QUADRANGLES INCLUDE: SOUTHWEST DURHAM, NC (1/1/2002) and SOUTHEAST DURHAM, NC (1/1/2002).
Project Manager: Project % SITE LOCATION MAP Exhibit
ALF 1"=2,0 04 Irerracon
Drawn by: ALF scale: 000' Fairey Finishing Plant
Checked by: MTJ 70197104 Brownfield Project Number: 22034-18-32
2401 Brentwood Rd Ste 107 1604 East Lawson Street
Approved by: MT.I APR 2019 Raleigh, NC 27604-3686 Durham, North Carolina

E. LAWSON STREET
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Piedmont Metalworks
(1551 Cooper Street)-
V1
1
Legend
O April 2019 Soil Boring Locations
O Historical Soil Boring Locations
A Historical Shallow Soil Gas Points
Historical Temporary Monitoring Wells
Approximate Site Boundary
Former On -site Buildings (Prior to 2015)
PM: Project No.
MTJ 70197104
Drawn By: Scale:
ALF 1 in = 100 ft
Checked By: File Path:
MTJ 70197104
Approved By:MTJ Date: 4/18/2019
CC Building 8
R {
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p
49, COOPER STREET
50 100
� Feet
Site Map
EXHIBIT
NO.
1rerracon
FaPFinishing Plant
Brownfield Project Number: 22034-18-32
1604 East Lawson Street
2
Durham, North Carolina
zao, Breoh eed orlve, sae 107 Raleigh, Nc z soa
Phone: [phone] Fax: [phone]

is
E. LAWSON
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DTCC Building 8
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O April 2019 Soil Boring Locations
Approximate Site Boundary A iDTCC Building 4
�,�(Newton Hall)
0 MMM=5 10
Note: The underlaid figure is the preliminary grading plan for site redevelopment.
PM: Project No.
MTJ 70197104
Drawn By: Scale:
ALF 1 in = 100 ft
Checked By: File Path:
MT 70197104
Approved ByMTJ Date: 2/20/2019
�I
Sampling Locations
EXHIBIT
NO.
1rerracon
Proposed Sampling Locations
Fairey Finishing Plant
Brownfield Project Number: 22034-18-32
1604 East Lawson Street
Durham, North Carolina
2401 Brentwood Drive, Suite 107 Raleigh, NC 27604
Phone: [phone] Fax: [phone]