25094_Mock Judson Mill_Approved EMP_20221213

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NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN

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

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

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

The EMP is valid only for the scope of work described herein and must be updated to be
applicable for new phases of redevelopment or after significant changes in applicable
regulatory guidance.

Voluntary Metrics Tab
The NC Brownfields Program updates estimated capital investment (from the Brownfields
Property Application) and estimated jobs created (from the Brownfields Agreement) whenever
possible. As a voluntary measure, you may opt to complete the below information for capital
investment and jobs created as estimated by your final redevelopment plans for the Brownfields
Property:

1. Estimated capital investment in redevelopment project: $35 – $40 million
2. Estimated jobs created:
a. Construction Jobs: 163
b. Full Time Post-Redevelopment Jobs: 6

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Table of Contents
NORTH CAROLINA BROWNFIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN ........................... 1
GENERAL INFORMATION ........................................................................................................................ 4
COMMUNICATIONS ................................................................................................................................ 4
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM ............................................................................... 5
REDEVELOPMENT PLANS ....................................................................................................................... 5
CONTAMINATED MEDIA ........................................................................................................................ 8
PART 1. Soil ......................................................................................................................................... 8
PART 2. GROUNDWATER ................................................................................................................. 17
PART 3. SURFACE WATER ................................................................................................................. 19
PART 4. SEDIMENT ........................................................................................................................... 19
PART 5. SOIL VAPOR ........................................................................................................................ 20
PART 6. SUB-SLAB SOIL VAPOR ....................................................................................................... 20
PART 7. INDOOR AIR ......................................................................................................................... 21
VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 22
CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials ..................... 22
POST-REDEVELOPMENT REPORTING .................................................................................................... 24
APPROVAL SIGNATURES ....................................................................................................................... 26

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

☒ Site sampling and assessment that meets Brownfields’ objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.

☒ Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.

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

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

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

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

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

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

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

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

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

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

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

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

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☐A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Program Guidelines.
☐A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
☐If a Vapor Mitigation System is required by the Brownfields Program, the Vapor
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.
GENERAL INFORMATION
Date: 9/29/2022 Revision Date (if applicable): 12/13/2022
Brownfields Assigned Project Name: Mock Judson
Brownfields Project Number: 25094-21-041
Brownfields Property Address: 2610 Oakland Avenue (also addressed as 1004 and 1006 Howard Street
and 1001 South Lindell Road)
Brownfields Property Area (acres): 8.67
Is Brownfields Property Subject to RCRA Permit?.......................☐ Yes ☒ No
If yes enter Permit No.: Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit….……..☐ Yes ☒ No
If yes, enter Permit No.: Click or tap here to enter text.
COMMUNICATIONS
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities. NOTE, THE EMP
DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC HEALTH AND SAFETY PLAN.
Prospective Developer (PD): Capitol Broadcasting Company, Inc.
Contact Person: Michael Goodmon, Sr.
Phone Numbers: Office: 919-433-1568 Mobile: Click or tap here to enter text.
Email: [e-mail]
Contractor for PD: CT Wilson
Contact Person: Charlie Wilson
Phone Numbers: Office: 919-383-2535 Mobile [phone]

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Email: [e-mail]

Environmental Consultant: Atlantic Shores Environmental Services LTD.
Contact Person: Cheryl Moody
Phone Numbers: Office: 910-371-5980 Mobile: [phone]
Email: [e-mail]

Brownfields Program Project Manager: Claire Sorrell
Phone Numbers: Office: 919-707-8245 Mobile: [phone]
Email: [e-mail]

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Inactive Hazardous Sites Branch – ID No. NONCD0002622
UST -WS-3132 Incident No. 8934

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM

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

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

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

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

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

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

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

REDEVELOPMENT PLANS

1) Type of Redevelopment (check all that apply):
☒Residential ☐Recreational ☐Institutional ☒Commercial ☒Office ☒Retail ☐Industrial
☐Other specify:
The site is developed with a historic two story mill, a smoke stack and a boiler room building. The
central and northern portions of the subject site are being redeveloped into an apartment complex. The

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redevelopment is repurposing the main mill building and the power house into apartments with
associated paved parking, dog walking area and a pool. The southern portion of the site is currently not
being redeveloped and is slated for future development.

2) Check the following activities that will be conducted prior to commencing earth-moving activities
at the site:
☒ Review of historic maps (Sanborn Maps, facility maps)
☐ Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines, etc.
☐ Interviews with employees/former employees/facility managers/neighbors

3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if
detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
The existing mill structure and former power house building will be renovated to offer 173 rental
apartments. The existing structures cover approximately 83,709 square-feet of the site. The
existing main mill building is constructed primarily on a slab. However, a small basement is
located in northwest corner of the c.1928 portion of the building. The boiler room is also
constructed on a slab foundation. However, this structure is partially sub grade and is currently
flooded with approximately four (4) feet of water. This water was sampled in two locations prior
to the site being admitted to the Brownfield Program. Target constituents above unrestricted use
were not identified in the standing water.

The amenities include a swimming pool outdoor lawn and grilling area and a dog park. The deepest
excavation in the swimming pool area is six (6) feet. However, the deepest excavation for the
project will be 13 feet at a DOT manhole located south of the 1928 section of the building (storm
structure 5, located at the southwestern corner of the pool area). Paved parking will be located both
north and south of the buildings. Temporary stormwater practices will include four (4) 3-foot
detention basins and four – baffle systems with gravity fed skimmers. These temporary stormwater
features will be in place at the site until approximately October 2023 and will be the only standing
water on the site. The final stormwater management is sheet flow to in line storm drains.

This work will be conducted on the northern 3/4 of the site. A second phase of development on the
southern vacant ¼ of the site is pending and may contain commercial, retail, self-storage,
light/flex industrial, or perhaps recreational.

The grading for Phase I was previously conducted by other parties prior to the entrance into the
Brownfield program in December 2020. Phase I is currently at approximate grade. Permits for
the site include Erosion, Building and Utility.

4) Do plans include demolition of structure (s)?:
☐ Yes ☒ No ☐ Unknown
☐ If yes, please check here to confirm that demolition will be conducted in accordance with

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applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.

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

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

7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 4/1/2022

b) Anticipated duration (specify activities during each phase):
Phase 1 – 173 unit apartment development with parking lot and amenities The interior
renovation and roof replacement of this phase commenced on 4/1/22. However, exterior
work will commence as soon as this EMP obtains approval by NCDEQ.

c) Additional phases planned? ☒ Yes ☐ No

If yes, specify the start date and/or activities if known:
Start Date: TBD
Planned Activity:
Phase 2 – The details of this phase have not been generated. However, they are anticipated
to be commercial, retail, self-storage, light industrial, or recreational. There is a potential for
additional amenities for the multi-family residential area.

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

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

d) Provide the planned date of occupancy for new buildings: 11/15/2023

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

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

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

PART 1. Soil
1) Known or suspected contaminants in soil (list general groups of contaminants):
TPH
SVOC (PAHs)
metals
PCB - aroclors and congeners.

2) Depth of known or suspected contaminants (feet):
TPH 0-5+
SVOC (PAHs) 0-2
metals 0-23
PCB - aroclors and congeners. 0-1 and 3-5

3) Area of soil disturbed by redevelopment (square feet):
215,000

4) Depths of soil to be excavated (feet):
0-13 feet. The deepest excavation will be storm structure 5, which is located at the southwestern
corner of the pool area.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
The total excavation volume (grading, utility trenches, pool): +/- 6,200 CY
• Soil excavated from temporary storm water features: +/- 1,600 CY. This material will be

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placed back in the excavation it came from, with the exception of the PCB impacted soil
discussed in Part 1.C.3.
• Soil excavated that will be used on-site for backfilling exposed footers, backfilling curbs:
+/- 600 CY
• Excess soils will be placed on the southern portion of the site: +/- 4,000 CY. These soils
will be managed under the pending Phase II development which will require a
modification to the EMP.

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Approximately 20 cubic yards of PCB impacted non-hazardous soils are present and will be
excavated and disposed of off-site. It is anticipated that elevated arsenic concentrations are
pervasive in all site soils. Low levels of PAHs are expected to be present in shallow soils south of
the existing structure.

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
With the exception of the PCB impacted soil discussed above, no soil is currently expected to be
transported off of the site. All soil will be either placed under impervious portions of the project
or placed on the southern portion of the site and seeded pending future development of that
area.

Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminary data available).

1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ☐Yes ☒No
☐ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
Three #4 fuel oil USTs have been removed from the site. Low levels of oil and
grease were identified at the base of the excavations. These tanks were located
west of the former boiler house. A former Varsol UST was removed from south
of a former structure, south of the main mill. Impacts from this tank were not
noted in reviewed documents. Former PCB transformer leaks have impacted
two locations south of and adjacent to the main mill building. These areas were
sampled by Swift Creek environmental Inc. in June 2021. PCB impacts above
regulatory criteria were identified in three of the 12 borings collected in the
former transformer locations. Additional soil impacts include TPH, PAHs, and
metals. Groundwater impacts have not been documented on the site above
established 2L Standards. However, PCB congeners were detected in two on-

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site monitoring wells. There are 11 one inch diameter wells on the property
that have recently been sampled and four temporary piezometers that were
sampled in 2017. Two sub slab vapor samples were collected in 2017 and nine
additional sub slab vapor samples were collected in 2021. Target analytes were
not detected in the sub slab vapor samples above NCDEQ sub slab residential
screening levels with the exception of the presence of naphthalene in four of
the 11 samples.

☐ If yes, do the soils exceed the “Contained-Out” levels in Attachment 1 of the
North Carolina Contained-In Policy?................................................. ☐ Yes ☒ No

b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS
THE CONTAINED-OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA
CONTAINED-IN POLICY THE SOIL MAY NOT BE RE-USED ON SITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE?.................................... ☐ Yes ☒ No
☐ If yes, mark reason(s) why below (and include pertinent analytical results).
☐ Ignitability Click or tap here to enter text.
☐ Corrosivity Click or tap here to enter text.
☐ Reactivity Click or tap here to enter text.
☐ Toxicity Click or tap here to enter text.
☐ TCLP results Click or tap here to enter text.
☐ Rule of 20 results (20 times total analytical results for an individual
hazardous constituent on TCLP list cannot, by test method, exceed regulatory
TCLP standard)
Click or tap here to enter text.

☒ If no, explain rationale: Levels identified on the site are relatively low and would
not be classified as a hazardous waste.

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

2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
☒ Preliminary Health-Based Residential SRGs
☐ Preliminary Health-Based Industrial/Commercial SRGs

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☒ Division of Waste Management Risk Calculator (For Brownfields Properties Only)
☐ Site-specific risk-based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.

Additional comments:
Click or tap here to enter text.

3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
☒ Provide documentation of analytical report(s) to Brownfields Project Manager
☒ Provide documentation of final location, thickness and depth of relocated soil on site map
to Brownfields Project Manager once known
☐ Geotextile to mark depth of fill material.
Provide description of material:
Click or tap here to enter text.

☐ Manage soil under impervious cap ☒ or clean fill ☒
☐ Describe cap or fill:
Approximately 2.57 acres of impervious asphalt or concrete will cap the majority of Phase 1.
The existing structures cover approximately 83,709 square-feet of the site. The dog park
will be covered with turf to prevent digging. Pervious areas of Phase I will be sodded.

☐ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re-recorded if
actions are Post-Recordation).
☐ GPS the location and provide site map with final location.
☐ Other. Please provide a description of the measure:

4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
☒ Yes, describe the method will include:
If visible emissions or dust are observed, spray water mist will be employed to reduce
emissions

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

Field Screening of site soil
Click or tap here to enter text.

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☐ Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
If visual or olfactory indications of impacts are identified during redevelopment activities,
field screening for volatile organic compounds will be conducted continuously in the
impact area during earth moving activities.

☒ No, explain rationale:
However, to date, no volatile organic compounds have been detected in the soil. The
contaminants of concern are DRO, PAHs and metals which are difficult to field screen. In
addition, a small area of low level PCB impacts are present that will be excavated and
disposed of off-site. Since VOCs have not been identified in the soils on this property, field
screening will not be conducted with the following exception: If visual or olfactory
indications of impacts are identified during construction activities, all work will stop in the
area of suspected impact. ASE will be contacted to evaluate the area.

Soil Sample Collection
☒ Yes, describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.):
Soils that will be relocated have previously been sampled and were analyzed for VOCs,
SVOCs using EPA Methods 8260, 8270, TPH using EPA Method 8015C, PCB using EPA
Method 8082A, EPH/VPH using EPA Method MADEP-EPH/VPH, and RCRA Metals using
EPA Methods 6020B and 7470A.

If undocumented impacts are identified during the grading or other earth moving
activities, the removed impacted material will be stockpiled on site. The pile will be
constructed per the attached figure. At least one composite sample will be collected from
the pile. The sample numbers will be based on the size of the pile and will be
determined in coordination with the Brownfield Project Manager. Composite
samples will be analyzed for SVOCs, RCRA 8 metals, and hexavalent chromium. A
grab sample will be collected for VOC analysis.

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

If soil samples are collected for analysis, please check the applicable chemical analytes:
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium
and silver): Specify Analytical Method Number(s):
Method 6020/7471

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☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☒ PCBs: Specify Analytical Method Number(s): 8082, plus congeners (for PCB impacted area only)

☒ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.): Specify Analytical Method Number(s): Cr VI by EPA Method 7199

☒ Check to confirm that stockpiling of known or suspected impacted soils will be conducted
in accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion
control, prohibiting contact between surface water/precipitation and contaminated soil,
and preventing contaminated runoff. Explain any variances or provide additional details as
needed:

☒ Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes
below (Check all that apply):
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Method 6020/7471
☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s):
☒ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.): Cr VI by EPA Method 7199

Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, indicate if a work
plan for final grade sampling may be submitted under separate cover.
The final grade soil sampling locations have been illustrated on the attached figure. The
discrete samples will be collected from 1-2 feet below grade prior to placement of
amendments for topsoil or installation of sod. The samples will be collected using a
decontaminated hand auger and placed in laboratory supplied containers. The samples will
Click or tap here to enter text.

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immediately be placed on ice. The samples will be analyzed for VOC, SVOCs and RCRA 8
metals including hex chrome. The samples will be transported to either Pace Laboratories
or SGS Laboratories for analysis.

☐ If final grade sampling was NOT selected, please explain rationale:
Click or tap here to enter text.

Part 1.B. IMPORTED FILL SOIL

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

Requirements for importing fill:

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

2) If yes, what is the estimated volume of fill soil to be imported?
Phase I is a net export project. All export soils will be placed on the southern ¼ of the site or under
the impervious areas of the redevelopment. However, approximately 2,300 cubic yards of clean
fill will be imported for the six inch cap in the pervious areas of the site.

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.)
Six (6) inches

4) Provide the source of fill, including: location, site history, nearby environmental concerns,
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
The fill import and stone will come from:

Martin Marietta Salem Quarry
4572 High Point Road
Kernersville, NC 27284
NC Permit No. 34-09

If the quarry is not a Brownfield approved quarry, soil sampling of the material will be conducted
and DEQ approval will be obtained prior to import.

Amendments for the topsoil will come from a composting location that does not accept yard
waste. The soil amendments will be obtained from McGill Environmental - Delway located at 1100

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Herring Road in Rose Hill, North Carolina. Soil sampling of the material will be conducted and DEQ
approval will be obtained prior to import.

5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use at the Brownfields property.
If the fill is virgin material from a quarry that has not been pre-approved by the Brownfield
Program, the following will be conducted: Samples will be collected using a decontaminated
hand auger or stainless steel trowel and placed in laboratory supplied containers. Sampling shall
be representative of the material to be imported to the BF property at a ratio within a range of
1:500 cy to 1:1000 cy. One composite and one discrete sample will be collected from each
sampling location. Based on 2,300 cy it is anticipated that three (3) samples will be collected. The
composite samples will be analyzed for SVOCs and RCRA 8 metals including hex chrome. The
discrete samples will be analyzed for the presence of VOCs. Sample(s) will be collected from the
borrow pit prior to importing fill. The sample results will be approved by Brownfield program
prior to placement on the site.

Amendment sample(s) will be collected from the facility prior to import of the material.
Samples will be collected using a decontaminated hand auger or stainless steel trowel and placed
in laboratory supplied containers. Sampling shall be representative of the material to be
imported to the BF property at a ratio within a range of 1:500 cy to 1:1000 cy. One composite
and one discrete sample will be collected from each sampling location. The composite samples
will be analyzed for SVOCs, RCRA 8 metals including hex chrome and herbicides and pesticides.
The discrete samples will be analyzed for the presence of VOCs. Sample(s) will be collected from
the amendment location prior to importing fill. The sample results will be approved by
Brownfield program prior to placement on the site.

6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and silver): Specify Analytical Method Number(s): Method 6020/7471
☒ Pesticides: Specify Analytical Method Number(s):
Pesticides and herbicides (8141, 8082B and 8151)
will be analyzed on the soil amendments only.

☐ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.

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

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7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in-situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
Fill soil and stone will be transported from the Martin Marietta Salem Quarry. At least one
composite and one discrete soil sample will be collected from the import locations. The numbers
of samples will follow the frequency identified in No’s 4 and 5 above. The composite samples will
be analyzed for SVOCs and metals, including hex chrome (Amendment will include herbicides and
pesticides). The discrete sample will be analyzed for VOCs. The samples will be collected using a
decontaminated hand auger or stainless steel trowel and placed in laboratory supplied containers.
The amendment sample will be collected from the facility immediately prior to import of the
material.

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.
Export is not anticipated for this project with the exception of excavated PCB impacted soils. The
following has been included in the event export is required due to unsuitable soils. The PCB
impacted soils will be handled as described in item No. 3 below.

2) To what type of facility will the export Brownfields soil be sent?
☒ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
☐ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
☐ Land farm or other treatment facility
☐ Use as fill at another suitable Brownfields Property – determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase

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the potential for risk to human health and the environment at the receiving Brownfields
property, and that a record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
☐ Use as Beneficial Fill off-site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.

3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
The concentrations of PCBs in the soil classify the material as non-hazardous. Soils excavated
from the PCB impacted areas will be removed from the site and transported to a subtitle D
landfill for disposal, under manifest.

Part 1.D. MANAGEMENT OF UTILITY TRENCHES

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

☒ Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they
were removed from such that impacted soil is not placed at a greater depth than the original
depth from which it was excavated.

☐ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants?
☐ If yes, provide specifications on barrier materials or provide the results of this evaluation in the
Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility
corridors will need to be evaluated as part of mitigation designs:
Click or tap here to enter text.

☐ If no, include rationale here:

☐ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings

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

PART 2. GROUNDWATER

1) What is the depth to groundwater at the Brownfields Property?

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7.79’ to 33’ , with the shallower depths being located along the northern side of the site and the
deeper depths located along the southern side of the site.

2) Is groundwater known to be contaminated by ☒onsite ☐offsite ☐both or ☐unknown
sources? Describe source(s):
Groundwater sampling conducted at the site did not show concentrations above 2L standard,
although, TPH were detected in four samples and PCB congeners were identified in two samples.
There are no 2L standard for TPH or PCBs. These impacts are due to former on-site PCB
transformers.

3) What is the direction of groundwater flow at the Brownfields Property?
North

4) Will groundwater likely be encountered during planned redevelopment activities?
☐Yes ☒No
If yes, describe these activities:
Groundwater has been identified at a depth range of 7.79 feet (north side of the site) and 33
feet (South side of the site) below grade. The deepest excavation at the site is planned to be 13
feet below grade. This area is storm water structure 5 located immediately southwest of the
pool area.

Regardless of the answer; in the event that contaminated groundwater is encountered
during redevelopment activities (even if no is checked above), list activities for contingent
management of groundwater (e.g., dewatering of groundwater from excavations or
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or
sampling procedures).
If groundwater is encountered during site operations, it will be determined if dewatering
activities are necessary. If dewatering is necessary, ASE will check the water for visual or
olfactory evidence of contamination and collect a sample for VOC, SVOC and metals analysis. If
an impact above NC 2L standards is identified, the water will be containerized and disposed of
offsite. If impacts above 2L standards are not identified, the water will be pumped to on-site
stormwater features.

5) Are monitoring wells currently present on the Brownfields Property?.................☒Yes ☐No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?..................................................................................................................☐Yes ☒No

6) Please check methods to be utilized in the management of known and previously
unidentified wells.
☒ Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Program’s intent to allow proper abandonment of well(s) as
specified in the Brownfields Agreement, except if required for active monitoring
through another section of DEQ or the EPA.
☐ Location of existing monitoring wells marked
☐ Existing monitoring wells protected from disturbance

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☐ Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.

7) Please provide additional details as needed:

Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.

PART 3. SURFACE WATER
1) Is surface water present at the property? ☐ Yes ☒ No ☐ Unknown
2) Attach a map showing the location of surface water at the Brownfields Property.
3) Is surface water at the property known to be contaminated? ☐ Yes ☒ No
4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ☐ Yes ☒ No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
Surface water will not be encountered on the site.

PART 4. SEDIMENT

1) Are sediment sources present on the property? ☐ Yes ☐ No
Unknown – Sediment could be present in the boiler room once the water is removed.

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

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

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

5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
If sediment is identified in the boiler room, the sediment will be containerized and sampled for
the same analysis identified in the import section (VOC, SVOCs, RCRA 8 , and Hex Chrome).

Click or tap here to enter text.

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PART 5. SOIL VAPOR

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

4) Will workers encounter contaminated soil vapor during planned redevelopment activities?

☐ Yes ☐ No ☒ Unknown In the event that contaminated soil vapor is encountered during
redevelopment activities (trenches, manways, basements or other subsurface work,) list
activities for management of such contact:
It is unlikely that workers will encounter contaminated soil vapor during the development.
However, if odors are identified during the redevelopment activities, all work with stop. ASE will
be called to evaluate the area for impacts. DEQ will be notified within 24 hours if impacts are
apparent

PART 6. SUB-SLAB SOIL VAPOR
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
following vapor intrusion screening levels (current version) in sub-slab soil vapor:
IHSB Residential Screening Levels:
Soil Vapor:………..☒ Yes ☐ No ☐ Unknown
Groundwater:.….☐ Yes ☒ No ☐ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor:………..☐ Yes ☒ No ☐ Unknown
2) Groundwater:…..☐ Yes ☒ No ☐ Unknown If data indicate that sub-slab soil vapor
concentrations exceed screening levels, attach a map showing the location of these exceedances.
3) At what depth(s) is sub-slab soil vapor known to be contaminated? ☒0-6 inches ☐Other, please
describe:
Click or tap here to enter text.

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Sub slab soil vapor points were installed by Swift Creek Environmental. Soil gas sampling was
performed in general accordance with the NCDEQ DWM Vapor Intrusion Guidance (March
2018). One background ambient air sample was collected over a 24-hour period from outside,
adjacent to the main building. Temporary sub-slab sampling points were installed by drilling
through the concrete slab using a rotary hammer drill with a ⅝-inch diameter drill. The ⅝-inch
drilled holes penetrated through the entire thickness of the slab and extended approximately one
inch into the underlying soil.

4) Will workers encounter contaminated sub-slab soil vapor during planned redevelopment
activities? ☐ Yes ☐ No ☒ Unknown

☐ If no, include rationale here:
Click or tap here to enter text.
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
If odors are identified during the redevelopment activities, all work with stop. ASE will be called
to evaluate the area for impacts. DEQ will be notified within 24 hours if impacts are apparent.

PART 7. INDOOR AIR

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

☐ If no, include rationale here:
The soil gas to indoor air pathway was considered for a resident receptor. Conservatively, the
highest concentration of each compound detected from the eight sub-slab soil gas samples were
input into the risk calculator. As an additional conservative measure, compounds that were not
detected but where the MDL was above the Residential SGSL (i.e., 1,2-dibromoethane and
benzyl chloride) were also input into the calculator at the concentration of the greatest MDL.
The results of this conservative risk assessment identified a cumulative carcinogenic risk of
1.2x10-5 and a cumulative hazard index of 0.31. These results show that neither the target
carcinogenic risk nor the target hazard index were exceeded. Based on these results, vapor
intrusion into the main building is not anticipated to pose an unacceptable risk to receptors
under a residential use scenario. A VIMs system is not proposed for the main mill building.

However, after meeting with NCDEQ, additional sub slab sampling and soil gas sampling will be
conducted in the basement, boiler room and north of the boiler room. This work will be outlined
in a work plan which will be approved by DEQ prior to conducting. The results of that sampling

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EMP Version 2, January 2021
will dictate whether a VIMs is required for the boiler room structure. This EMP will require
modification if data suggests a VIMs is necessary for the boiler room.

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

VAPOR INTRUSION MITIGATION SYSTEM
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
☐ Yes ☒ No ☐ Unknown

☐ If no or unknown, include rationale here as well as plans for pre-occupancy sampling, as
necessary:
The risk calculator was utilized to show that vapor intrusion into the main building is not
anticipated to pose an unacceptable risk to receptors under a residential use scenario.

If yes, ☐ VIMS Plan Attached or ☐ VIMS Plan to be submitted separately
If submitted separately provide date:
Click or tap here to enter text.

VIMS Plan shall be signed and sealed by a NC Professional Engineer

If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
The risk calculator was utilized to show that vapor intrusion into the main building is not
anticipated to pose an unacceptable risk to receptors under a residential use scenario.

Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land
use restrictions or requirements of the recorded or draft Brownfields Agreement and that
separate approval of mitigation measures will be required.

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

In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered.
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
If contaminated air is encountered once the building is constructed, ASE will conduct air sampling
activities to determine the compound and concentrations present. Additional measures may be
implemented based on the results of the sampling.

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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)
Method 6020/7471

☐ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.

☒ Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
CR VI by EPA Method 7199

Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
Click or tap here to enter text.

Underground Storage Tanks:
Underground storage tanks are not expected on the site. If an underground storage tank is
encountered during the redevelopment of the brownfield, all redevelopment activities must stop
until actions have been taken. ASE will be contacted to evaluate the area and ASE will contact the
Brownfields Project Manager. Any remaining regulated or hazardous material must be removed
from the interior of the tank prior to excavation. Once the storage tank is cleaned, the excavation of
the tank may proceed and disposed of at a recycling facility. If visual or olfactory indications of
impacts are identified during construction activities, all work will stop in the area of suspected
impact. Confirmation samples taken from the tank basin, four side walls, and at ten-foot
intervals along any product lines will be collected and analyzed for VOCs, SVOCs, and RCRA
Metals.

Sub-Grade Feature/Pit:
The boiler room is partially subgrade, with the northern façade approximately 25% subgrade. The
southern side of the building is approximately 80% subgrade, with the eastern and western walls
grading down to north. There is a small basement that is subgrade in the main mill building, along

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with a tunnel and a small vault. An additional subgrade vault (presumed to be a cistern) is located
between the mill building and the boiler room. Additional sampling has been requested by DEQ in
the basement and the boiler room. This work will be outlined in a work plan which will be approved
by DEQ prior to conducting.

In order to support installation of utilities, the small vault and a portion of the tunnel will be filled
with on-site soil by removing the concrete ceilings and backfilling the areas. The remainder of the
tunnel and the presumed cistern will be sealed with CMU block and concrete. There will be no
access to these areas.

Additional sub grade features/pits are not expected based on the historical research for this site.
However, if subsurface features are discovered, all work will stop, and ASE will be called to evaluate
the area for potential impacts. ASE will contact the Brownfields Project Manager.

Buried Waste Material – Note that if buried waste, non-native fill, or any obviously filled materials
is encountered, the DEQ Brownfields Program must be notified to determine if investigation of
landfill gases is required:
Buried material is not expected to be on the site. If buried waste material is encountered during the
redevelopment of the brownfield, all redevelopment activities must stop until actions have been
taken. First the environmental consultant should be contacted to assess the situation prior to
removal of the waste material. ASE will notify the Brownfields Project Manager. Once the area has
been evaluated, removal of the waste material should proceed and be disposed of at an approved
facility. If roofing material or other building materials are present, testing for the presence of
asbestos may be warranted.

Re-Use of Impacted Soils On-Site:
Impacted soils that do not qualify as hazardous will be reused on-site under the parking lot. Excess
soils will be placed on the southern portion of the site.

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

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

POST-REDEVELOPMENT REPORTING

☒ Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be

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EMP Version 2, January 2021
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on Click or tap to enter a date.

The Redevelopment Summary Report shall include environment-related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).

☒ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site’s Brownfields Agreement.

12/13/22

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860855858849850855853857850863870SG862.55SG860.05SG862.55SG865.37860TOP OF EXISTINGFOOTING ELEV=857.25TOP OF EXISTINGFOOTING ELEV=857.25855858851858855858SIGHT DISTANCETRIANGLESIGHT DISTANCETRIANGLESIGHTDISTANCETRIANGLE85.39'
LINDELL ROAD HIATT STREETHOWARD STR
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STORM STRUCTURE TABLESTRUCTURE #356C6A7A910A11131517181920212323B25TOP861.72866.97859.91865.37859.91860.35848.40860.58861.46861.90865.73850.16864.19846.75860.90849.22853.11849.29STRUCTURE HEIGHT6.69'12.87'6.81'12.03'8.55'10.34'5.35'3.47'5.67'7.05'12.02'6.18'11.24'3.36'10.16'7.83'9.02'8.50'DESCRIPTIONNCDOT 840.02 CATCH BASIN W/ 840.03 FRAME, GRATE, & HOODNCDOT 840.52 PRECAST CONCRETE MANHOLE W/ 840.54 FRAME & COVERNCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATECOG STD 403 PRECAST CURB INLET W/ COG STD 412 PRECAST CONCRETE TOPCOG STD 403 PRECAST CURB INLET W/ COG STD 412 PRECAST CONCRETE TOPNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.52 PRECAST CONCRETE MANHOLE W/ 840.54 FRAME & COVERNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODSTORM PIPE TABLEPIPE #466B781010B10C121416181920212223A2426DIA18"24"24"24"24"24"24"24"18"18"24"24"15"24"15"24"18"24"24"FROM - TO3 - 55 - 6A6A - 6C6C - 7A7A - 99 - 10A10A - EX3EX3 - EX511 - 1313 - 1515 - 1717 - 1918 - 2019 - 2120 - EX621 - 2323B - 2323 - 2525 - EX27UPSTREAMINVERT855.03854.10853.34853.10851.37850.01843.05842.33857.11855.79854.85853.71843.98852.95843.39850.74844.09841.39840.79DOWNSTREAMINVERT854.60853.44853.20851.47850.11843.15842.51838.91855.89855.35853.81853.05843.49850.84842.17843.35841.89840.89840.19SLOPE0.50%0.50%0.50%4.01%1.00%2.40%2.16%3.00%0.77%1.00%1.00%1.50%0.75%3.00%2.49%4.35%1.47%1.83%1.48%LENGTH86.99 LF131.65 LF27.94 LF40.65 LF125.66 LF286.43 LF24.96 LF114.05 LF158.00 LF44.00 LF103.80 LF43.81 LF65.46 LF70.28 LF48.91 LF169.87 LF149.86 LF27.24 LF40.63 LFDESCRIPTION18 inch HP24 inch HP24 inch HP24 inch HP24 inch HP24 inch HP24 inch HP24 inch HP18 inch HP18 inch HP24 inch HP24 inch HP15 inch HP24 inch HP15 inch HP24 inch HP18 inch HP24 inch HP24 inch HP735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S Revisions1411/01/22 - Construction DrawingsNAD 830SCALE 1"=40'80'40'GRADING ANDDRAINAGE PLANC104JAC1" = 40'LEGENDSTORM SEWER AS-BUILTS REQUIRED.SUBMIT 1 (ONE) SET OF PLANS TO THEENGINEERING DEPARTMENT FOR RECORDPURPOSES. PLEASE CALL 336.373.2052WITH ANY QUESTIONS.PUBLIC STORM SEWER INSPECTION REQUIREDPRIOR TO PUBLIC STORM SEWERINSTALLATION, CONTACT ANDY VINCENT AT336-373-2336 TO SCHEDULE THE ASSIGNMENTOF AN INSPECTOR.ALL PUBLIC STORM SEWER MUST BEINSTALLED PER NCDOT SPECIFICATIONS
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JJDDVERIFY LOCATION OF LIGHT POLES,NOTIFY OWNER OF ANY CONFLICTS PRIORTO LANDSCAPE INSTALLATION ALL LARGETREES SHALL BE LOCATED NO CLOSERTHAT 25' FOR THE BASE OF A LIGHT POLEALL DISTURBED AREAS NOTOTHERWISE SCHEDULED TO RECEIVELANDSCAPING SHALL BE SEEDED.12-IXEXISTING 8"CRAPE MYRTLETO REMAINEXISTING 8"CRAPE MYRTLETO REMAIN13-IX3-BT4-AG3-VR4-AG4-AG4-AG4-AG4-AG4-AG4-AG4-AG4-AG3-BT3-BT3-BT3-BT3-VR3-VR3-VR3-BT6-BT7-TOR67-CP3-AR3-AMG3-AMG6-CV2-AR1-QN1-QN1-QN1-BN1-BN2-UP15-PC1-QN1-QN1-UP1-UP8-MC1-AR3-VR3-VR1-IX1-BN387 LF STREET YARD WITH 3CANOPY TREES, 10 UNDERSTORYTREES, AND 66 EVERGREEN SHRUBS297 LF STREET YARD WITH 12UNDERSTORY TREES AND 51EVERGREEN SHRUBS110 LF STREET YARD WITH 6UNDERSTORY TREES AND19 EVERGREEN SHRUBS146 LF STREET YARD WITH 3CANOPY TREES AND 25EVERGREEN SHRUBS3-CF3-LIM3-CF3-VM5-IG3-VM3-VR10-IG3-VR3-VM5-IG3-VM3-VM5-IG3-VM3-VM13-IG3-VM3-VM13-IG3-VM2-AG3-VR3-LCE3-LCE3-VR3-LCE3-VR3-VR3-VR5-LCE2-RX2-RX3-RX3-RX3-VR3-VR5-LCE3-VR20346821362011121522231-AR1-AR1-AR1-AR1-BN10' SIDEWALK WITH5' PLANTING STRIP5' SIDEWALK WITH5' PLANTING STRIP5' SIDEWALK WITH5' PLANTING STRIPSCREENEDUTILITY YARDBUFFER YARD PLANTINGS TOBE INSTALLED AT THE TIMEOF PARCEL 2 DEVELOPMENTBUFFER YARD PLANTINGS TOBE INSTALLED AT THE TIMEOF PARCEL 2 DEVELOPMENTBUFFER YARD PLANTINGS TOBE INSTALLED AT THE TIMEOF PARCEL 2 DEVELOPMENTPOCKET PARKW/ITH BENCHES &PICNIC TABLES3-VR10-IG3-VR3-LIM2-AG2-AG2-AG2-AG2-AG2-AG2-AGNO NEW TREES OR PROJECTEDCANOPY ALLOWED WITHIN 10' OFEXISTING/PROPOSED WATER & SEWER100.00
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)125 LF ZONING CONDITION #9(1) NELLIE STEVENS HOLLY EVERY10' AND (25) SHRUBS PER 100LF135 LF ZONING CONDITION #9(1) NELLIE STEVENS HOLLY EVERY10' AND (25) SHRUBS PER 100LF3-BT1-QN1-QN1-QN1-BNPLANT BEDPLANT BEDPLANT BEDPLANT BEDPLANT BEDPLANT BEDSIGHT DISTANCETRIANGLESIGHT DISTANCETRIANGLESIGHTDISTANCETRIANGLE85.39'TURFLINDELL ROAD HIATT STREETHOWARD ST
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TOAKLAND AVENUE1T1T1T1T2S 2S2SPLANT BEDPLANT BEDPLANT BEDREFER TO STORM DRAINAGE SHEETSAND ARCHITECTURAL SHEETS FORROOF LEADER DETAILSREFER TO STORM DRAINAGESHEETS FOR PIPE ANDSTRUCTURE DETAILSREFER TO STORM DRAINAGESHEETS FOR PIPE ANDSTRUCTURE DETAILSREFER TO STORM DRAINAGE SHEETSAND ARCHITECTURAL SHEETS FORROOF LEADER DETAILSNAD 830SCALE 1"=30'60'30'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S RevisionsCODE-MINIMUMPLANTING PLANL001JAC1" = 40'8/26/2022
RESIDENTIALRESIDENTIALS84°16'33"W 734.74'SEE POCKET PARK ENLARGEMENT, SHEET L-101SEE RAIN GARDEN ENLARGEMENT, SHEET L-103SEE AMENITY SPACE ENLARGEMENT, SHEET L-102POOLSIGHT DISTANCETRIANGLESIGHT DISTANCETRIANGLESIGHTDISTANCETRIANGLELINDELL ROAD
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1T1T1T2S 2S2SPOCKET PARKNAD 830SCALE 1"=30'60'30'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S RevisionsOVERALLHARDSCAPEPLANL100SF1" = 30'8/26/2022
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6'' W6'' W6'' W6'' W6'' W6'' WSAN6'TURF57'R10'R5'R20'6'S-111S-111S-110R10'L-109R22.69'R21.94'R14'L-103POCKET PARKSYMBOLDESCRIPTIONDETAILDECOMPOSED GRANITE PAVING2/L3019" WIDE CONCRETE BAND6/L301L-103L-109LAYOUT SCHEDULE POCKET PARK SYMBOLDESCRIPTIONQTYMMCITE, BENCH, WDS110, WOODY SCORPIOMMCITE SEAT WALL, LDP111-A5S-110S-111SITE FURNISHINGS SCHEDULE POCKET PARK32NAD 830SCALE 1"=10'20'10'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com806/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings1310/11/22 - E&S RevisionsPOCKET PARK HARDSCAPEPLANL101SF1" = 10'8/26/2022
UGPUGPDUGPUGPPOOLPLANT BEDPLANT BEDPLANT BEDPLANT BED85.39'40'358.537'58.5'9.29'18'13.22'1T1T1T1T2S18'59.48'92'2S2SPLANT BEDL-101L-113L-111L-111L-114L-117L-105L-103L-116L-116L-106L-112L-111L-110L-105L-108L-109L-109L-116S-101S-102S-116S-115S-117S-114S-106S-105S-104S-118S-107S-108S-105S-119S-109S-103S-120L-1108.75'17.23'12'8'8'9" (TYP)18'3.76'10.41'8'6.52'10'10'4'10'9.16'4'63.76'5'18'5'30'5'19.37'14'5.82'5'27'8'20'L-106L-106L-104L-121L-102POOL AND POOL DECKDESIGN BY OTHERSL-106L-115S-122S-123S-115S-127S-128S-129S-130S-125S-126S-126S-124S-131S-132S-132S-131S-133L-1234.5'12'4'NAD 830SCALE 1"=10'20'10'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S RevisionsAMENITY SPACEHARDSCAPEPLANL102SF1" = 10'8/26/2022
SYMBOLDESCRIPTIONDETAILSYNTHETIC TURF, FOREVER LAWN FUSION ELITE2/L303SYNTHETIC TURF, FOREVER LAWN K-91/L303DECOMPOSED GRANITE PAVING2/L301HANOVER PREST PAVERS; NATURAL COLOR WITH TUDOR FINISH; 3/L301RUNNING BOND PATTERN AS SHOWN, ALTERNATE ROWS WITH6X18 PAVERS AND 12X24 PAVERSCONCRETE PAVING, 4" ON STONE5/L3016" CONCRTER CURB4/L301COLORED CONCRETE PAVING (PIGMENT ADDED); SALT FINISH; COLOR TO BE SELECTED BY ARCHITECT/OWNER PRIOR TOINSTALLATION.9" WIDE CONCRETE BAND6/L301FIRE PIT WITH NATURAL GAS SERVICECOR-TEN STEEL PLANTER; 36" HIGH, 3` WIDE, 16` LONG (MAX)OPTIONAL ART PANEL / GRAFFITI WALL, BY OTHERSPERGOLA; REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGSDOG PARK FENCE, AMERISTAR ALUMINUM ECHELON PLUS 1/L302PUPPY PANELS - MAJESTIC; 4-RAIL; COLOR: BLACK; 6` HEIGHTPOOL FENCE, AMERISTAR ALUMINUM ECHELON PLUS; MAJESTIC 5/L3023-RAIL POOL PANEL; FLUSH BOTTOM RAIL; COLOR: BLACK; 4`HEIGHTFENCE GATE, AMERISTAR ALUMINUM ECHELON PLUS MAJESTIC; 4/L3024` WIDE; TO MATCH FENCE; INCLUDE ACCESSIBLE LATCHFROST FREE YARD HYDRANT/48" TALL HAMMOCK POSTS WITH D-RINGS, POWDERCOATED 3/L302BLACKIRONSMITH TRENCH DRAIN GRATE, ADA COMPLIANT, STAINLESS STEEL, ARCHITECT TO SELECT PATTERNL-101L-102L-103L-104L-105L-106L-108L-109L-110L-111L-112L-113L-114L-115L-116L-117L-121L-123LAYOUT SCHEDULE AMENITY AREASYMBOLDESCRIPTIONQTYLANDSCAPE FORMS SHDLN-96-W3SHADOWLINE BACKLESS BENCH, 96 LENGTH, WALL MOUNTLANDSCAPE FORMS GO-SH-401GO SERIES OUTDOOR STANDING HEIGHT TABLE. CAST ANDEXTRUDED ALUMINUM FRAME WITH ROLLED STEEL SURFACEPANELS. 114" L X 30" D X 40.5" H.LANDSCAPE FORMS CHIPMAN-CHAIR-WA5THE LIGHTWEIGHT CAST-ALUMINUM STACKING CHAIR ISOFFERED WITH ARMS.LANDSCAPE FORMS HARPO-1182DINING HEIGHT TABLE W/ STEEL FRAME AND SLATTED WOODTOP. 118" LENGTH.LANDSCAPE FORMS HARPO-B-24-WN19SHORT, BACKED BENCH W/ NARROW WOOD SLATS. 24" LENGTH.LANDSCAPE FORMS HARPO-B-69-W5BACKED BENCH W/ STANDARD WOOD SLATS. 69" LENGTH.MAGLIN PIXEL-1T-SQW4MODULAR BUILDING BLOCKS. 1 TALL BLOCK W/ SQUARE WOODTOP. 18" HEIGHT.MAGLIN PIXEL-2S-SQW-B1MODULAR BUILDING BLOCKS. 2 SHORT STACKED BLOCKS W/SQUARE WOOD STD BACKREST. 12" SEAT HEIGHT.AVOVA PLANK ADIRONDACK CHAIR7ITEM №: PLK60CLANDSCAPE FORMS HARVEST-DH1HARVEST SERIES DINING TABLE. METAL FRAME WITH RECYCLEDHDPE PLASTIC SURFACE. COLORS ARE BLENDED INTO THEPLASTIC, NOT APPLIED TO SURFACE. 94.75" L X 47.75" D X 30.25"H.LANDSCAPE FORMS MORRISON-STL12SEAT INSERTS AVAILABLE IN METAL, ALL STANDARD WOODSPECIES (EXCEPT REDWOOD), MOLDED TO POLYURETHANE ANDMELDSTONEâ„¢. STOOL HEIGHT IS 28LANDSCAPE FORMS HARVEST-SH2HARVEST SERIES STANDING TABLE. METAL FRAME WITHRECYCLED HDPE PLASTIC SURFACE. COLORS ARE BLENDEDINTO THE PLASTIC, NOT APPLIED TO SURFACE. 94.75" L X 36.75" DX 40" H.LANDSCAPE FORMS HARVEST2HARVEST SERIES DINING HEIGHT BENCH. METAL FRAME WITHRECYCLED HDPE PLASTIC SURFACE. FREE-STANDING ORSURFACE-MOUNT AVAILABLE. 94" L X 15.25" D X 18.75" H.MAGLIN ICONIC-702PRE-ASSEMBLED 70" BACKED BENCH WITH SOLID CASTALUMINUM ENDS.LANDSCAPE FORMS HARPO-24-WN3SHORT BENCH W/ NARROW WOOD SLATS. 24" LENGTH.MAGLIN PIXEL-2S-SQW-CL12MODULAR BUILDING BLOCKS. 2 SHORT STACKED BLOCKS W/WOOD TOP AND SINGLE-SIDE CLADDING. 12" HEIGHT.AOG GRILL ISLANDL-SERIES IP30LB-CGD-75SMGFRC ISLAND WITH CONCRETE GREY BASE & POLISHED SMOKETOP76¼”WIDE X 34¾”DEEP X 36”HIGHAOG GRILL ISLANDT-SERIES ID790-CBR-108SMWITH OPTIONAL UNDER COUNTER REFRIGERATOR (REF-20)GFRC ISLAND WITH CONCRETE GREY BASE & POLISHED SMOKETOP 107 ½” WIDE X 35 ¾” DEEP X 36” HIGHBIKE RACK, EACH ACCOMMODATING 2 BICYCLES. OWNER TO 2SELECT BIKE RACK MANUFACTUER AND STYLE DURINGCONSTRUCTION.DOG AGILITY EQUIPMENTPET WASTE STATIONANOVA LEDGE LOUNGER SIGNATURE IN-POOL LOWBACK CHAIRMPN#: LL-SG-LBCRANOVA LEDGE LOUNGER SIGNATURE IN-POOL CHAISE DEEPMPN#: LL-SG-CDPOLYWOOD LATITUDE 5-PIECE LOUNGE SOFA SETSKU: PWS810-2POLYWOOD HARBOUR 5-PIECE CONVERSATION SET WITH FIRE PIT TABLESKU PWS413-2POLYWOOD ADIRONDACK CHAIRS, OWNER TO APPROVE COLORSLARGE TABLEPOOL LOUNGE CHAIRS; OWNER TO APPROVES-101S-102S-103S-104S-105S-106S-107S-108S-109S-114S-115S-116S-117S-118S-119S-120S-122S-123S-124S-125S-126S-127S-128S-129S-130S-131S-132S-133SITE FURNISHINGS SCHEDULE AMENITY AREA4/L30321NAD 830SCALE 1"=10'20'10'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com806/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings1310/11/22 - E&S RevisionsAMENITY SPACELAYOUT & FURNITURE SCHEDULEL102.1SF1" = 10'8/26/2022
UGPUGPL-120L-120L-122L-122REFER TO STORM DRAINAGE SHEETSAND ARCHITECTURAL SHEETS FORROOF LEADER DETAILSREFER TO STORM DRAINAGESHEETS FOR PIPE ANDSTRUCTURE DETAILSREFER TO STORM DRAINAGESHEETS FOR PIPE ANDSTRUCTURE DETAILSREFER TO STORM DRAINAGE SHEETSAND ARCHITECTURAL SHEETS FORROOF LEADER DETAILS3' MIN8.5'3' MIN3' MIN20'8.5' MIN20.01'7' MIN7' MIN7'8.5'L-105S-124S-124L-1057'5'3'7'SYMBOLDESCRIPTIONDETAILCONCRETE PAVING, 4" ON STONE5/L301RAIN GARDEN1/L3013` - 4` NATURAL STONE BOULDERS, TAN COLOR3/L303L-105L-120L-122LAYOUT SCHEDULE RAIN GARDEN735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com806/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings1310/11/22 - E&S RevisionsRAIN GARDENHARDSCAPEPLANL103SF1" = 10'NAD 830SCALE 1"=10'20'10'8/26/2022
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1T1T1T2S 2S2SEX TREEEX TREENAD 830SCALE 1"=30'60'30'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com806/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings1310/11/22 - E&S RevisionsOVERALLENHANCEDPLANTING PLANL200SF1" = 30'SEE RAIN GARDENS, SHEET L203SEE AMENITY AREA, SHEET L202SEE NORTH SIDE, SHEET L204SEE POCKET PARK, SHEET L2018/26/2022
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SAN(1) GB(18) PH(29) PHEX TREEEX TREE(920 sf) BG(83) PVSLARGE DECIDUOUS TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTGB1 GINKGO BILOBA 'AUTUMN GOLD' TM AUTUMN GOLD MAIDENHAIR TREE 2.5" CAL.B&BSHRUB AREASQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTSPACINGPVS83 PANICUM VIRGATUM 'SUMMER SUNRISE' SUMMER SUNRISE SWITCH GRASS 1 QT.CONTAINER 24" o.c.PH47 PENNISETUM ALOPECUROIDES `HAMELN` HAMELN FOUNTAIN GRASS1 QT.CONTAINER 30" o.c.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTSPACINGBG920 SF CYNODON DACTYLON 'TIF TUF'TIF TUF BERMUDA GRASSSODSODPLANT SCHEDULE POCKET PARKNAD 830SCALE 1"=10'20'10'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S RevisionsPOCKET PARK ENHANCEDPLANTING PLANL201SF1" = 10'8/26/2022SITE DISTANCE TRIANGLE
UGPUGPDDJJJJJJJJJJJJUGPUGP OHPOHP6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W1T1T1T1T2S 2S2S(1) HC(4) UP(3) QN(5) MS(11) PV(10) PV(19) MC(2) LE(20) PH(238 sf) BG(187 sf) BG(23) NT(21) NT(21) NT(15) NT(15) LC(15) GF(132) CO(196) CO(10) RF(1) CF(1) CF(12) RF(12) RF(1) CF(11) LE(6) MK(11) IG(9) IG(9) LE(4) MK(13) PH(13) PH(45) MCSMALL DECIDUOUS TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTCF3 CORNUS FLORIDA 'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD6` HT.B&B OR CONTAINERHC1 HALESIA CAROLINASILVERBELL1.5" CAL.B&BMS5 MAGNOLIA STELLATASTAR MAGNOLIA1.5" CAL.B&BLARGE DECIDUOUS TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTQN3 QUERCUS NUTTALLIINUTTALL OAK2.5" CAL.B&BUP4 ULMUS PARVIFOLIA 'BOSQUE'BOSQUE LACEBARK ELM2.5" CAL.B&BEVERGREEN TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTMK10 MAGNOLIA GRANDIFLORA 'KAY PARRIS' KAY PARRIS SOUTHERN MAGNOLIA7`-8` HT.B&BPLANT SCHEDULE AMENITY AREASHRUBSQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTGF15 GARDENIA JASMINOIDES 'FROSTPROOF' FROSTPROOF GARDENIA24" HT. MIN.CONTAINERIG20 ILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY HOLLY24" HT./SPRD.CONTAINERLE22 LOROPETALUM CHINENSE `EMERALD SNOW` EMERALD SNOW LOROPETALUM18" HT.CONTAINERLC15 LOROPETALUM CHINENSE 'CRIMSON FIRE' CHINESE FRINGE FLOWER24" HT. MIN.CONTAINERORNAMENTAL GRASSESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTMC64 MUHLENBERGIA CAPILLARIS 'WHITE CLOUD' WHITE CLOUD MUHLY GRASS1 GAL.CONTAINERPV21 PANICUM VIRGATUM 'ROTSTRAHLBUSCH' ROTSTRAHLBUSCH RED SWITCH GRASS 1 GAL.CONTAINERSHRUB AREASQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTSPACINGNT80 NASSELLA TENUISSIMAMEXICAN FEATHER GRASS1 QT.CONTAINER18" o.c.PH46 PENNISETUM ALOPECUROIDES `HAMELN` HAMELN FOUNTAIN GRASS1 QT.CONTAINER30" o.c.RF34 RUDBECKIA HIRTA FULGIDABLACK-EYED SUSAN1 QT.CONTAINER24" o.c.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTSPACINGCO328 CAREX OSHIMENSIS 'EVERILLO' TMEVERCOLOR EVERILLO JAPANESE SEDGE 1 QT.CONTAINER18" o.c.BG425 SF CYNODON DACTYLON 'TIF TUF'TIF TUF BERMUDA GRASSSODSODNAD 830SCALE 1"=20'40'20'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S RevisionsAMENITY SPACEENHNACEDPLANTING PLANL202SF1" = 10'8/26/2022
UGPUGPJJJJ
JJ(1) AG(3) IL(5) JE(3) CA2(5) JE(3) IL(3) CA2(5) JE(3) IL(3) IL(5) MD(1) CA2(3) RF(4) BA(14) BA(10) LC2(9) MD(4) BA(4) RF(4) LC2(3) IL(15) AM(13) VO(3) JE(1) CA2(1) CA2(6) MD(6) BA(3) RF(5) LC2(3) BA(5) RF(3) JE(3) MD(5) BA(8) RF(8) LC2(3) JE(1) CA2(3) CA2(9) VO(10) AM(680 sf) BG(899 sf) BG(3) IL(3) IL(3) IL(3) IL(1) PS(3) PS(3) PS(2) PS(1) PS(1) PS(1) PS(3) PS(3) PS(3) PSSMALL DECIDUOUS TREESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTAG1AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.5" CAL.B&BSHRUBSQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTAM25 AZALEA ENCORE 'AUTUMN ANGEL'AUTUMN ANGEL ENCORE AZALEA24" HT./SPRD.B&B OR CONTAINERCA213 CALLICARPA AMERICANAAMERICAN BEAUTYBERRY24" HT./SPRD.CONTAINERIL27 ITEA VIRGINICA 'LITTLE HENRY'VIRGINIA SWEETSPIRE18" HT.CONTAINERVO22 VIBURNUM OBOVATUM 'MRS. SCHILLER'S DELIGHT' MRS. SCHILLERS DELIGHT WALTER'S VIBURNUM 24" HT. MIN.CONTAINERORNAMENTAL GRASSESQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTJE24 JUNCUS EFFUSUSCOMMON RUSH1 GAL.CONTAINERPS21 PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS1 QT.CONTAINERSHRUB AREASQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTSPACINGBA36 BAPTISIA AUSTRALISBLUE WILD INDIGO1 QT.CONTAINER24" o.c.LC227 LOBELIA CARDINALISCARDINAL FLOWER1 QT.CONTAINER24" o.c.MD23 MONARDA DIDYMABEE BALM1 QT.CONTAINER24" o.c.RF23 RUDBECKIA HIRTA FULGIDABLACK-EYED SUSAN1 QT.CONTAINER24" o.c.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMEMIN. INSTALLED SIZEROOTSPACINGBG1,579 SF CYNODON DACTYLON 'TIF TUF'TIF TUF BERMUDA GRASSSODSODPLANT SCHEDULE RAIN GARDEN735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S RevisionsRAIN GARDENPLANTINGPLANL203SF1" = 10'NAD 830SCALE 1"=10'20'10'8/26/2022
735 Ninth Street
Durham, NC 27705
p: 919. 286. 2575 f: 919. 286. 1906
www.belkarchitecture.net
ARCHITECT OF RECORD
The professional services of the architect are
undertaken for and are performed in the interest
of the client listed below. No contractual
obligation is assumed by the architect for the
benefit of any other party.
© 2017, Belk Architecture
SHEET CONTENT
CLIENT
PERMIT
15 AUGUST
17-MJV-01
Scale
Issued For
Date
Project No.
Drawn by
REVISIONS
SITE CONSULTANT
GENERAL CONTRACTOR
CAPITAL BROADCASTING
COMPANY, INC.
300 Blackwell Street, Suite 104
Durham , NC 27701
[phone]
www.americantobacco.com
TIMMONS GROUP
NC License No. C-1652
8642 West Market St., Suite 136
Greensboro, NC 27409
336 . 662 . 0411 p
336 . 662 . 0420 f
www.timmons.com
STRUCTURAL CONSULTANT
3 05/01/17 - Revised Amenity Layout
PROJECT TITLE & ADDRESS
REDEVELOPMENT1001 S. Lindell RoadGreensboro, NC 27403KAYDOS-DANIELS ENGINEERS,
PLLC
Attn: Andrew Warnke
400 W. Morgan St.
Suite 201
Raleigh, NC 27603
919 . 600 . 0648 p
www.kaydos-daniels.com
MOCK-JUDSON-VOEHRINGER MILL4 11/28/18 - City Comments
5 01/21/19 - City E&S Comments
6 07/19/19 - City Comments & Utility
Service Updates
7 05/20/21 - City Erosion Control
Comments
C.T. WILSON CONSTRUCTION
150 Goldan Drive #200
Durham, NC 27705
[phone]
www.ctwilson.com
PME + FA CONSULTANT
MAPLE ENGINEERING, PLLC
Attn: Zack L. Tomlin
708 Saint Mary's St.
P.O. Box 10443
Raleigh, NC 27605
[phone]
www.maple-eng.com
8 06/13/22 - TRC Resubmittal
9 06/24/22 - Fire Service Revision
10 07/20/22 - Revised Amenity Layout
11 08/26/22 - Approved Grading Permit
12 10/04/22 - TRC Approved Drawings
13 10/11/22 - E&S Revisions
SITE
DETAILS
L301
SF
1" = 40'
4" CONCRETE
3000PSI @ 28 DAYS
6" ABC
(95% COMPACTED)
COMPACTED SUBGRADE
(95% COMPACTED)
NOTES:
1) Cross slope as shown on grading plan.
2) Expansion joints every 30' or as shown on the plans.
3) Control joints every 5' or as shown on the layout plans
4) Broom finish
CONCRETE PAVING (STANDARD DUTY ON STONE)
1 1/2" = 1'-0"
8"
6"
10"
TURN DOWN EDGE
(IF REQUIRED)
4" CONCRETE;
3,000 PSI @ 28 DAYSCHAMFER EDGE
6'
COMPACTED
ABC
COMPACTED
SUBGRADE
5
4"
6"
8"
12" EXPANSION JOINT WHERE
CURB MEETS CONCRETE
CONCRETE CURB 2800 PSI
@ 28 DAYS
PLANTING SOIL PER
SPECIFICATIONS
CONCRETE OR PAVERS PER PLANS
COMPACTED SUBGRADE
R1"3" HARDWOOD
MULCH
6" CONCRETE PLANTER CURB
1 1/2" = 1'-0"
#4 REBAR (REIENFORCE
AS REINFORCE AS REQ'D);
2'' MIN CLEAR (TYP)
4
FINISHED GRADE
6"
CAST IN PLACE CONCRETE,
3,000 PSI @ 28 DAYS;
REINFORCE WITH FIBER
3-4" COMPACTED
STONE BASE
12" RADIUS @ EDGE,
BOTH SIDES
SYNTHETIC SURFACE,
PER SPECS
CONCRETE EDGING - SYNTHETIC SURFACING
1" = 1'-0"
STONE SUBBASE, PER
MANUFACTURER'S
DETAIL
6"
6
DECOMPOSED GRANITE PAVING
1" = 1'-0"
TURF
COMPACTED SUBGRADE
2" DECOMPOSED
GRANITE / STONE DUST
4" COMPACTED ABC
GEOTEXTILE
FABRIC, TURN
UP AT EDGES
5" X 3/16" STEEL EDGING,
WITH 12" STAKESWIDTH VARIES,
REFER TO PLANS
NOTES:
1. Architect to approve color of edging
2. Provide sample of decomposed granite for approval prior to installation
3. Ensure all surfaces are flush and uniform, unless otherwise noted
2
BUILDING
EXPANSION JOINT
FILTER FABRIC
4" COMPACTED #57
ABC STONE BASE
COMPACTED
SUBGRADE
FINISHED
GRADE
CONCRETE PAVERS
BUTT JOINT, SAND
SWEPT
1" SAND
SETTING BED
CONCRETE PAVER ON SAND BED3
2'-3' DIA NATURAL STONE BOULDER (TYP.)
PLANTS, PER PLANTING PLAN
BUILDING
PLANT BED, PER PLANTING PLAN
STALITE PERMATIL
NATIVE SUBGRADE; BREAK UP
COMPACTION TO MIN. DEPTH OF 12"
4" PERFORATED PVC UNDERDRAIN PIPE, UPTURNED
18"; NO PERFORATIONS IN UPTURN; TIE INTO STORM
STRUCTURE, SEAL CONNECTIONS
NOTES:
1. Landscape architect to approve boulder and plant layout in field prior to placement.
2. Do not mulch rain gardens.
3. Flush drains prior to installing Stalite Permatil.
4. Contractor to take all measures to avoid contamination of rain garden media. Any
contamination will require removal and replacement of contaminated media.
5. Ensure top of overflow device is below bottom of roof leader pipe.
6. Refer to grading and drainage plans for overflow boxes and pipe connections.
18"
2'-3"
12" FREEBOARD
RAIN GARDEN SECTIONS - SLOPED SIDES
3/8" = 1'-0"
FINISHED GRADE
ROOF LEADER, 6" COVER
6" DIA. ROOF LEADER OUTLET,
EXTEND 6" - 9" FROM WALL3" MIN BETWEEN PIPE OUTLET
AND OVERFLOW STRUCTURE
STORM OVERFLOW BOX;
TIE INTO STORM SYSTEM
1014"
ARMOR OUTFALL WITH THIN
RECYLCED SLATE OR GRANITE SLABS
2'-6"
BUILDING
PLANT BED, PER PLANTING PLAN
NATIVE SUBGRADE; BREAK UP
COMPACTION TO MIN. DEPTH OF 12"
FINISHED GRADE
6"
ROOF LEADER, 6" COVER
4" PERFORATED PVC UNDERDRAIN PIPE,
RUN LENGTH OF RAIN GARDEN DEVICE;
CONNECT TO EACH OVERFLOW BOX
PARKING LOT
WIDTH PER PLANS
MAX. 2:1
SLOPE
MAX. 2:1
SLOPE
ARMOR OUTFALL WITH THIN
RECYLCED SLATE OR GRANITE SLABS
6"
PLANTING SOIL
PLANTING SOIL
1
8/26/2022
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
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SAN
SAN
SAN
SAN
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SAN
SANSS SSAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
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SANSSS
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8"
8"
8"
8"
8"8"8"6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' W6'' WAPPROXIMATE 100 FT RAILROAD RIGHT OFWAY LIMIT 50' FROM NORTHERN TRACKCENTERLINE.OHPXXXXXXXXXXXXXXXXXX X X X
DDX X X
D6" PIPEU8758658558508508558
6
5
8
7
0875 854853852851851852853854856857
848849863863864866867868869870875876877878DDDDSANBASIN 1DRAINAGE AREA = 1.51 acDISTURBED AREA = 1.07 ac10-YR PEAK FLOW = 5.26 cfs3" SKIMMER W/0.75" ORIFICEPOROUSBAFFLES5' RIPRAPWEIRTEMPORARY CONSTRUCTIONENTRANCE (COG STD 436)SILT FENCE ALONGBACK OF CURBSILT FENCE ALONGBACK OF CURBSILT FENCE ALONGBACK OF CURBLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCETEMPORARY CONSTRUCTIONENTRANCE (COG STD 436)SILT FENCE ALONGBACK OF CURBSEDIMENT LOG INLETPROTECTION (TYP)STONEOUTLET (TYP)SEDIMENT LOG INLETPROTECTION (TYP)TEMPORARYDIVERSION TYP)TEMPORARYDIVERSION TYP)CONNECT SKIMMERTO EXIST INLETSILT FENCE ALONGBACK OF CURBBASIN 2DRAINAGE AREA = 1.33 acDISTURBED AREA = 0.95 ac10-YR PEAK FLOW = 4.56 cfs5' RIPRAPWEIR8508478503" SKIMMER W/0.75" ORIFICEPOROUSBAFFLESTEMPORARYDIVERSION TYP)INLETPROTECTION(TYP)SOIL STOCKPILEAREASILT FENCE ALONGBACK OF CURB3" SKIMMER W/1" ORIFICE8' RIPRAPWEIRSOIL STOCKPILEAREASEDIMENT LOG INLETPROTECTION (TYP)DAYLIGHT SKIMMERAT ELEV: 859' W/ 2'x2'ENERGY DISSIPATORPOROUS BAFFLE(TYP)EXCAVATE EXISTINGDEPRESSION TO SERVE ASTEMPORARY SKIMMERBASINBASIN 3DRAINAGE AREA = 2.35 acDISTURBED AREA = 1.95 ac10-YR PEAK FLOW = 7.28 cfs860860SEDIMENT LOG INLETPROTECTION (TYP)STONEOUTLET (TYP)2'x2' ENERGYDISSIPATORBASIN 4DRAINAGE AREA = 2.50 acDISTURBED AREA = 2.01 ac10-YR PEAK FLOW = 8.16 cfsTEMPORARYDIVERSION TYP)3" SKIMMER W/1" ORIFICEPOROUS BAFFLE(TYP)DAYLIGHT SKIMMERAT ELEV: 858' W/ 2'x2'ENERGY DISSIPATOR8' RIPRAPWEIRTEMPORARY CONSTRUCTIONENTRANCE (COG STD 436)TEMPORARYDIVERSION TYP)CULVERT INLETPROTECTIONEXISTING 15" PIPE TOSERVE AS BASIN OUTLET735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn byREVISIONSSITE CONSULTANTGENERAL CONTRACTORCAPITAL BROADCASTINGCOMPANY, INC.300 Blackwell Street, Suite 104Durham, NC 27701(919) 433-1566www.americantobacco.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
1001 S. Lindell Road
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service Updates705/20/21 - City Erosion Control CommentsC.T. WILSON CONSTRUCTION150 Goldan Drive #200Durham, NC 27705(919) 383-2535www.ctwilson.comPME + FA CONSULTANTMAPLE ENGINEERING, PLLCAttn: Zack L. Tomlin708 Saint Mary's St.P.O. Box 10443Raleigh, NC 27605(919) 341-4247www.maple-eng.com8 06/13/22 - TRC Resubmittal906/24/22 - Fire Service Revision1007/20/22 - Revised Amenity Layout1108/26/22 - Approved Grading Permit1210/04/22 - TRC Approved Drawings13 10/11/22 - E&S Revisions1411/01/22 - Construction DrawingsPHASE 1 EROSION CONTROL PLAN C106JAC1" = 40'TEMPORARY DIVERSION TSDTEMPORARY SLOPE DRAINSOUTLET STABILIZATION STRUCTUREBLOCK & GRAVEL EROSION CONTROL LEGENDTEMPORARY CONSTRUCTION ENTRANCEINLET PROTECTIONSEDIMENT CONTROL LOG INLET PROTECTIONPOROUS BAFFLESEDIMENT FENCEEXISTING TREE TO BE PRESERVEDSTONE OUTLETSAFETY FENCETREE PROTECTION FENCINGTPLIMIT OF DISTURBANCE2842SAFEROSION CONTROL NOTES1.DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION.2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH CITY OF GREENSBORO STANDARDS.3. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL.MAINTAIN MEASURES AS NECESSARY.6. KEEP MUD OFF STREETS DURING CONSTRUCTION. IF DURING CONSTRUCTION ACTIVITIES, EXCESSIVE DIRT & MUDBECOMES TRACKED ONTO THE STREETS, CONTRACTOR SHALL EMPLOY A STREET SWEEPER TO CLEANROADWAYS.7. PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITEDAMAGE, HEALTH HAZARDS, AND/OR TRAFFIC SAFETY PROBLEMS.8. INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, DIVERSIONS) AS NECESSARY TO AVOIDTRANSFER OF SEDIMENT FROM THE SITE.9. ALL CURB, GUTTER, AND STONE TO BE INSTALLED BEFORE REMOVAL OF SEDIMENT BASINS.EROSION CONTROL SEQUENCE1. THIS SITE HAS BEEN GRADED WITHOUT A PERMIT AND IS UNSTABLE AND UNPROTECTED.ALL SOILS ON THE SITE MUST BE STABILIZED.2. OBTAIN GRADING PERMIT FROM THE CITY OF GREENSBORO.3. OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01 PERMIT FROM NCDEQ.4.A LAND DISTURBANCE PRE-CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANYWORK IS DONE AT THE SITE. ARRANGE A PRE-CONSTRUCTION MEETING WITH THE OWNER,OWNER'S ENGINEER, AND A REPRESENTATIVE FROM THE CITY OF GREENSBORO PRIOR TOLAND DISTURBING ACTIVITY. 48 HOURS NOTICE IS REQUIRED.5. INSTALL CONSTRUCTION ENTRANCES AT THE LOCATION SHOWN. ANY SEDIMENTACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF THE PROJECT AND TRAFFICFROM THE PROJECT SHALL BE IMMEDIATELY CLEANED.6. DEMOLISH FEATURES ONLY IN AREAS REQUIRED TO INSTALL THE EROSION CONTROLDEVICES.7. INSTALL SILT FENCE, INLET PROTECTION, AND TREE PROTECTION FENCE AS SHOWN ONTHE PLAN IN ACCORDANCE WITH CITY OF GREENSBORO STANDARDS.8. INSTALL PROPOSED STORM SEWER AS SHOWN ON THE PLANS.9. INSTALL DIVERSION DITCHES AS SHOWN ON PLANS.10.EXISTING STORM SYSTEM IS TO REMAIN IN PLACE AND FUNCTIONAL UNTIL PROPOSEDSTORM SYSTEM IS INSTALLED AND FUNCTIONAL.11. OBTAIN REQUIRED EROSION CONTROL INSPECTION AND APPROVAL OF TEMPORARYMEASURES PRIOR TO DESTABILIZING THE SITE.12. BEGIN DEMOLITION OF EXISTING SITE FEATURES AS SHOWN ON PLAN.13. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPEROPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINEDNECESSARY BY THE EROSION CONTROL INSPECTOR.14. STABILIZE STOCKPILES, WITH TEMPORARY GRASS SEEDING AND PROVIDE SILT FENCEAROUND THE PERIMETER OF STOCKPILES.15. BEGIN GRADING OPERATIONS. AS FILL OPERATIONS PROGRESS, REPLACE DIVERSIONDIKES WITH FILL DIVERSIONS. ESTABLISH DIVERSIONS AT END OF EACH WORKING DAY.STABILIZE CUT AND FILL SLOPES AS NECESSARY WITH GRASS SEEDING AND MULCH.16. INSTALL INLET PROTECTION AS SHOWN ON THE PLAN ONCE STORM INLETS ARE INSTALLED.17.UNTIL CURB AND GUTTER IS INSTALLED AND FUNCTIONING, INSTALL TEMPORARYDIVERSIONS AT THE END OF EACH DAY TO DIRECT RUNOFF TO STORM INLETS.18. INSTALLED MEASURES SHALL BE MAINTAINED OR REPLACED AS AREAS ARE STABILIZEDAND WHEN STORM SEWER CONVEYANCES ARE INSTALLED AND FUNCTIONING WITH INLETPROTECTION. REMOVE ACCUMULATED SEDIMENT FROM EROSION CONTROL DEVICES.19. COMPLETE SITE WORK CONSTRUCTION INCLUDING, UTILITIES, INLET PROTECTION, ANDTEMPORARY AND PERMANENT SEEDING FOR STABILIZATION. PLACE PAVEMENT ANDSTABILIZE PROBLEM AREAS ON THE SITE. PLACE TOPSOIL ON LANDSCAPE AREAS. SEEDAND MULCH ALL DENUDED AREAS. STABILIZE UTILITY TRENCHES WITH GRASS SEEDING ASNECESSARY.20. CLEAN ALL STORM DRAINAGE STRUCTURES, PIPES, CULVERTS, ETC. PRIOR TO FINALPAYMENT.21. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING AREAS HAVEBEEN PERMANENTLY STABILIZED.22. ALL CURB, GUTTER, AND STONE SHALL BE INSTALLED PRIOR TO REMOVAL OF SEDIMENTBASINS.23. NOTIFY THE EROSION AND SEDIMENT CONTROL INSPECTOR BEFORE EROSION ANDSEDIMENT CONTROL MEASURES ARE REMOVED.24. AFTER THE CITY OF GREENSBORO ENVIRONMENTAL INSPECTOR APPROVES THE REMOVALOF THE EROSION AND SEDIMENT CONTROL MEASURES, REMOVE ALL TEMPORARY EROSIONAND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH CITY OF GREENSBOROSTANDARDS.25. FINAL INSPECTION REQUIRED IN ORDER TO CLOSE OUT GRADING PERMIT PER NPDESREQUIREMENTS. FILE NOTICE OF TERMINATION WITH NCDEQ TO CLOSE THE NPDES NCG01PERMIT.NAD 830SCALE 1"=40'80'40'DISTURBED AREA = 7.56 acDRAINAGE AREABORROW & WASTE AREASIF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THERELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THEBORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THEDIVISION OF WASTE MANAGEMENT. IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITYARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES ANDMUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE ORTHROUGH THE MINING ACTGROUND STABILIZATIONSITE AREADESCRIPTIONSTABILIZATIONTIME FRAMESTABILIZATIONTIME EXCEPTIONS·PERIMETER DIKES,SWALES, DITCHES,AND SLOPES·HIGH QUALITYWATER (HQW)ZONES·SLOPES STEEPERTHAN 3:1·SLOPES 3:1 ORFLATTER·ALL OTHER AREAWITH SLOPEFLATTER THAN 4:17 DAYSNONE7 DAYSNONE7 DAYSIF SLOPES ARE 10' OR LESS INLENGTH AND ARE NOT STEEPERTHAN 2:1 14 DAYS ARE ALLOWED14 DAYS14 DAYS7-DAYS FOR SLOPES GREATERTHAN 50 FEET IN LENGTHNONE (EXCEPT FOR PERIMETERSAND HQW ZONES)* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITYBASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKECOMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
FIGURE 1 –METALS IMPACTED MEDIA OVERLAY
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
Source: Belk Architecture site plan C 103.1
KEY:
TW1 (26-30 feet)Chromium 5.98 mg/kg
TW2 (0-2 feet)
Lead 1,500 mg/kg
Silver 24 mg/kg
Barium 1.34 mg/L
Chromium 0.0181 mg/L
Lead 0.0221 mg/L
MW7 (8-12 feet)
Arsenic 0.9 mg/kg
MW8 (6-9 feet)
Arsenic 1.2 mg/kg
SS-13 (0-1 feet)
Arsenic 2.0 mg/kg
SS-13 (2-4 feet)
Arsenic 2.6 mg/kg
SS-14 (0-1 feet)
Arsenic 1.5 mg/kg
SS-14 (2-4 feet)
Arsenic 2.2 mg/kg
SS-15 (0-1 feet)
Arsenic 3.9 mg/kg
SS-15 (2-4 feet)
Arsenic 2.2 mg/kg
SS-16 (2-4 feet)
Arsenic 2.3 mg/kg
SS-17 (0-1 feet)
Arsenic 2.7 mg/kg
SS-17 (2-4 feet)
Arsenic 1.6 mg/kg
SS-18 (0-1 feet)
Arsenic 2.4 mg/kg
SS-18 (2-4 feet)
Arsenic 3.9 mg/kg
SS-19 (0-1 feet)
Arsenic 1.5 mg/kg
MW10 (15-17 feet)
Arsenic 1.5 mg/kg
Monitoring Well
Boring
See blow up of this
area on Figure 1a
FIGURE 1A –BLOW UP OF SUBTERANEAN AREAS
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
Source: Belk Architecture site plan C 103.1
TW1 (26-30 feet)Chromium 5.98 mg/kg
TW2 (0-2 feet)
Lead 1,500 mg/kg
Silver 24 mg/kg
Barium 1.34 mg/L
Chromium 0.0181 mg/L
Lead 0.0221 mg/L
MW7 (8-12 feet)
Arsenic 0.9 mg/kg
SS-13 (0-1 feet)
Arsenic 2.0 mg/kg
SS-13 (2-4 feet)
Arsenic 2.6 mg/kg
SS-14 (0-1 feet)
Arsenic 1.5 mg/kg
SS-14 (2-4 feet)
Arsenic 2.2 mg/kg
SS-15 (0-1 feet)
Arsenic 3.9 mg/kg
SS-15 (2-4 feet)
Arsenic 2.2 mg/kg
SS-16 (2-4 feet)
Arsenic 2.3 mg/kg
SS-17 (0-1 feet)
Arsenic 2.7 mg/kg
SS-17 (2-4 feet)
Arsenic 1.6 mg/kg
SS-18 (0-1 feet)
Arsenic 2.4 mg/kg
SS-18 (2-4 feet)
Arsenic 3.9 mg/kg
SS-19 (0-1 feet)
Arsenic 1.5 mg/kg
MW10 (15-17 feet)
Arsenic 1.5 mg/kg
onitoringWell
Boring
N
MW8
FIGURE 2 –SVOC IMPACTED MEDIA OVERLAY
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
KEY:
TW2 (0-2 feet)
Benzo(a)anthracene 0.802J mg/kg
1 -Methylnaphthalene 0.0221J mg/kg
SS-14 (0-1 feet)
Benzo(a)anthracene 0.5 mg/kg
Benzo(a)pyrene 0.58 mg/kg
SS-15 (0-1 feet)
Benzo(a)anthracene 0.47 mg/kg
Benzo(a)pyrene 0.54 mg/kg
SS-16 (0-1 feet)
Benzo(a)anthracene 0.38 mg/kg
Benzo(a)pyrene 0.45 mg/kg
SS-17 (0-1 feet)
Benzo(a)pyrene 0.31 mg/kg
Soil Sample Location
Source: Belk Architecture site plan C 103.1
FIGURE 3 –PCB IMPACTED MEDIA OVERLAY
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
KEY:
SS-1 (0-1 feet)
Alchor 1254 0.66P
SS-2 (0-1 feet)
Alchor 1254 0.14P
PCB-126 100 ng/kg
Non dioxin like congeners 159,330 ng/kg
SS-2 (3-5 feet)
Congeners –Not detected above PSRG
SS-3 (0-1 feet)
Alchor 1254 0.25P
MW7 (8-12 feet)
Soil -Congeners –Not
detected above PSRG
GW -4 Congeners
Total PCBs –0.0197 ng/L
MW6 (7-10 feet)
Soil -Congeners –Not
detected above PSRG
GW -11 Congeners
Total PCBs –59.2 ng/L
Monitoring Wells
Soil Sample
Locations
Source: Belk Architecture site plan C 103.1
FIGURE 4 –FINAL STORM FEATURE IMPACTED MEDIA OVERLAY
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
KEY:
SS-1 (0-1 feet)
Alchor 1254 0.66P
SS-2 (0-1 feet)
Alchor 1254 0.14P
PCB-126 100 ng/kg
Non dioxin like congeners 159,330 ng/kg
SS-2 (3-5 feet)
Congeners –Not detected above PSRG
SS-3 (0-1 feet)
Alchor 1254 0.25P
MW7 (8-12 feet)
Soil -Congeners –Not
detected above PSRG
GW -4 Congeners
Total PCBs –0.0197 ng/L
Arsenic 0.9 mg/kg
MW6 (7-10 feet)Soil -Congeners –Not
detected above PSRG
GW -11 Congeners Total PCBs –59.2 ng/L Monitoring Wells
Soil Sample
Locations
Source: Belk Architecture site plan C 106
TW2 (0-2 feet)
Benzo(a)anthracene 0.802J mg/kg
1 -Methylnaphthalene 0.0221J mg/kg
Lead 1,500 mg/kg
Silver 24 mg/kg
Barium 1.34 mg/L
Chromium 0.0181 mg/L
Lead 0.0221 mg/L
MW10 (15-17 feet)
Arsenic 1.5 mg/kg
TW2 (0-2 feet)
Lead 1,500 mg/kg
Silver 24 mg/kg
Barium 1.34 mg/L
Chromium 0.0181 mg/L
Lead 0.0221 mg/L
FIGURE 5 –SUB SLAB VAPOR IMPACTED MEDIA OVERLAY
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
KEY:
AS3
Naphthalene 3.9J ug/m3
AS4
Naphthalene 3.9J ug/m3
AS8
Naphthalene 4.9J ug/m3
AS7
Naphthalene 12.3J ug/m3
AS5
Naphthalene 4.2J ug/m3 Sub Slab Vapor
Points
Source: Belk Architecture site plan C 103.1
FIGURE 6 –PROPOSED FINAL GRADE SAMPLING
ASE Project No. 1533
December 2022
Mock Judson Mill
2610 Oakland Avenue
Greensboro, North Carolina
Brownfields Project No: 25094-21-041
Source: Belk Architecture Site Plan
KEY:
Proposed Soil
Sample Locations
FG-1 FG-2 FG-3
FG-4FG-5
FG-6FG-7FG-8
FG-9 FG-10 FG-11 FG-12
FG-13
Sample ID SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SS-8 SS-9 SS-10 SS-11 SS-12 SS-13 SS-14
Depth (Feet)Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab Just below slab
Date 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/15/22 7/22/22 7/22/22 7/22/22
2-Butanone (MEK)*<0.0357 0.0514J 0.059J 0.0626J 0.0567J 0.0403J 0.043J 0.0438J 0.0511J 0.049J 0.0567J 0.0469J 0.0494J 0.0571J 17 5,500
Ethylbenzene <0.0035 <0.0034 <0.0035 <0.0042 <0.0039 <0.0033 <0.0031 <0.0032 <0.0034 <0.0034 <0.0039 0.004J 0.0036J <0.0034 6.1 13
Methylene Chloride**0.0813 <0.02 <0.0203 <0.0247 0.037 <0.0196 0.0222J <0.0189 0.0313 <0.0199 0.0564 0.0653 0.0566 0.0738 0.025 58
1,2,4-Trimethylbenzene <0.002 <0.002 <0.002 <0.0025 <0.0023 <0.002 <0.0033 <0.0019 <0.002 <0.002 <0.0023 0.004J <0.0018 <0.002 12 63
Xylene (total)<0.0042 <0.0042 <0.0042 <0.0051 <0.0048 <0.0041 <0.0038 <0.0039 <0.0041 <0.0041 <0.0048 0.0104J 0.0053J <0.0042 9.9 120
m&p Xylene <0.0051 <0.005 <0.0051 <0.0062 <0.0058 <0.0049 <0.0045 <0.0047 <0.0049 <0.005 <0.0058 0.0066J 0.0053J <0.005 9.8 120
o-Xylene <0.0033 <0.0032 <0.0033 <0.004 <0.0037 <0.0032 <0.0029 <0.0031 <0.0032 <0.00312 <0.0037 0.0038J <0.0029 <0.0032 9.8 140
Barium 15.1 140 87.3 89.5 177 40.8 52.8 13.9 33.9 346 90.8 NA NA NA 580 3,100
Chromium 3.0 4.2 4.9 25.9 6.6 25.5 25.8 13.0 18.5 13.9 15.9 NA NA NA NE NE
Chromium VI (Method 7199)<0.366 <0.311 <0.313 <0.361 <0.353 <0.335 <0.358 <0.348 <0.340 <0.369 <0.367 1.3 1.4 0.71 0.31 3.8
Lead 4.5 9.3 9.4 6.1 6.5 9.9 8.7 10.5 13.1 80.2 52.8 NA NA NA NE 400
Mercury <0.013 <0.012 0.014J 0.026J 0.030J 0.054J 0.063J 0.034J 0.038J 0.071J 0.12J NA NA NA NE 4.7
* MEK is suspected of being a lab contaminant
** Methylen Choride is a common laboratory contaminant
Red items are exceedances of residential and/or protectection of groundwater PSRGs
NE - Not Established
NA = Not Analyzed
Data compared to NCDEQ PSRGs July 2022
VOCs - 8260 (mg/kg)
SVOCs - 8270 (mg/kg) - Not Detected
Metals (mg/kg)
TABLE 1- Soil Sampling Analytical Results
Mock Judson Mill, 2610 Oakland Avenue
Greensboro, North Carolina
Brownfield No. 25094-21-041
Soil toWater
PSRG
Residential
PSRG
Sample ID MW-2 MW-3 MW-6 MW-7 MW-8
Date 7/22/22 7/22/22 7/22/22 7/22/22 7/22/22
Acetone*NA NA <5.1 78.4 <5.1 6,000
Phenol**NA NA 20.5 25.1J 1.9J 30
Chromium VI <0.0400 <0.0400 1.57 0.0764J 0.437J NE
* Acetone is believe to be a laboratory contaminant
**Phenol was detected in the method blanks and appears to be lab contaminant
TABLE 2 - Groundwater Analytical Results
Mock Judson Mill, 2610 Oakland Avenue
Greensboro, North Carolina
Brownfield No. 25094-21-041
NCDEQ
Groundwater Quality
Standards (2L)
VOCs - 8260 (ug/L)
RCRA 8 Metals (ug/L)
NA - Not Analized, NE - Not Established
Bold values exceed the NCAC 2L Groundwater Quality Standards set by the North Carolina Department of Environmental Quality (April 1 2022)
SVOC - 8270 (ug/L)

SWIFT CREEK DATA
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte
(feet)
SS1
(0-1)
SS1
(3-5)
SS2
(0-1)
SS2
(3-5)
SS3
(0-1)
SS3
(3-5)
SS4
(0-1)
Residential PSRG Protection of GW PSRG
TPH - 8015
DRO 1100 LS
1200 HS
10 JL
8.4 HJ
12000 QL
14000 HQ
300 S 340 L
880 H
7700 QL
5300 H
35 L
79 H
20 Aromatic Medium
20 Aliphatic Medium
2.4 Aromatic Medium
19 Aliphatic Medium
ORO 92B
110 H
17 BJ
13 HJ
440 BQ
650 HQ
15 J 56 B
129 H
220 BQ
290 H
21 B
38 H
480 Aromatic High
47000 Aliphatic High
620 Aromatic High 16000 Aliphatic High
PCBs - 8082
Aroclor 1016 0.015 U 0.016 U 0.015 U 0.014 U 0.015 U 0.016 U 0.014 U 10 0.94
Aroclor 1221 0.015 U 0.016 U 0.015 U 0.014 U 0.015 U 0.016 U 0.014 U 0.84 0.0059
Aroclor 1232 0.015 U 0.016 U 0.015 U 0.014 U 0.015 U 0.016 U 0.014 U 0.73 0.0059
Aroclor 1242 0.015 U 0.016 U 0.015 U 0.014 U 0.015 U 0.016 U 0.014 U 0.95 0.055
Aroclor 1248 0.015 U 0.016 U 0.015 U 0.014 U 0.015 U 0.016 U 0.014 U 0.94 0.054
Aroclor 1254 0.66 P 0.016 U 0.14 P 0.014 U 0.062 P 0.25 0.014 U 0.97 0.091
Aroclor 1260 0.015 U 0.016 U 0.015 U 0.014 U 0.015 U 0.016 U 0.0055 J 0.99 0.24
Notes:
mg/kg = milligrams/kilogram U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit
NT = Not Tested
Red = Exceeds Residential PSRG Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank
H = Out of Holding Time for additional runs
E = Quantification Exceeded Calibration Range
L = Laboratory LCS/LCSD Failure + = Chromium III PSRG++ = EPA Lead Residential Standard
NS = No Standard
S = Laboratory MS/MSD Failure
P = The RPD between two GC columns exceeds 40%
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte (feet) SS4 (3-5) MW6 (7-10) SS5 (0-1) SS5 (3-5) SS6 (0-1) SS6
(3-5)
SS7 (0-1)
Residential PSRG Protection of GW PSRG
TPH - 8015
DRO 7.4 JL
5.9 HJ
NT 15 L
80 H
62 L
190 H
170
180 L
110 H
140 L
240 H
230
140 L
270 H
240
20 Aromatic Medium
20 Aliphatic Medium
2.4 Aromatic Medium
19 Aliphatic Medium
ORO 12 BJ
15 HJ
NT 29 B
78 H
92 B
230 HE
210
240 B
180H
140 B
300 HE
270
96 B
300 HE
260
480 Aromatic High
47000 Aliphatic High
620 Aromatic High 16000 Aliphatic
High
PCBs - 8082
Aroclor 1016 0.015 U 0.017 U 0.012 U 0.013 U 0.013 U 0.012 U 0.012 U 10 0.94
Aroclor 1221 0.015 U 0.017 U 0.012 U 0.013 U 0.013 U 0.012 U 0.012 U 0.84 0.0059
Aroclor 1232 0.015 U 0.017 U 0.012 U 0.013 U 0.013 U 0.012 U 0.012 U 0.73 0.0059
Aroclor 1242 0.015 U 0.017 U 0.012 U 0.013 U 0.013 U 0.012 U 0.012 U 0.95 0.055
Aroclor 1248 0.015 U 0.017 U 0.012 U 0.013 U 0.013 U 0.012 U 0.012 U 0.94 0.054
Aroclor 1254 0.015 U 0.017 U 0.012 U 0.013 U 0.013 U 0.012 U 0.012 U 0.97 0.091
Aroclor 1260 0.015 U 0.017 U 0.012 U 0.011 J 0.022 P 0.015 0.018 0.99 0.24
RCRA Metals – 6020/7471
Barium NT 230 NT NT NT NT NT 3100 580
Chromium NT 260 NT NT NT NT NT 23000+ 360000+
Lead NT 1.2 BJ NT NT NT NT NT 400++ 270
Notes:
mg/kg = milligrams/kilogram U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit
NT = Not Tested
Red = Exceeds Residential PSRG Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank
H = Out of Holding Time for additional runs
E = Quantification Exceeded Calibration Range
L = Laboratory LCS/LCSD Failure + = Chromium III PSRG
++ = EPA Lead Residential Standard
NS = No Standard
S = Laboratory MS/MSD Failure
P = The RPD between two GC columns exceeds 40%
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte (feet)SS7 (3-5) SS8 (0-1) SS8 (3-5) MW7 (8-12) SS9 (0-1)SS9 (3-5) SS10 (0-1)
Residential
PSRG
Protection of
GW PSRG
TPH - 8015
DRO 140 L 270 H
240
21 L 18 H 71 H NT 1700 L 1500 H
1600 L
130 H 160 L 140 H
20 Aromatic
Medium 20 Aliphatic Medium
2.4 Aromatic
Medium 19 Aliphatic Medium
ORO 96 L 300 HE
260
43 B 43 H 110 H NT 130 B 99 H 150 B 40 H 72 B 49 H
480 Aromatic
High 47000
Aliphatic High
620 Aromatic
High 16000 Aliphatic High
PCBs - 8082
Aroclor 1016 0.012 U 0.014 U 0.012 U 0.013 U 0.016 U 0.14 U 0.013 U 10 0.94
Aroclor 1221 0.012 U 0.014 U 0.012 U 0.013 U 0.016 U 0.14 U 0.013 U 0.84 0.0059
Aroclor 1232 0.012 U 0.014 U 0.012 U 0.013 U 0.016 U 0.14 U 0.013 U 0.73 0.0059
Aroclor 1242 0.012 U 0.014 U 0.012 U 0.013 U 0.016 U 0.14 U 0.013 U 0.95 0.055
Aroclor 1248 0.012 U 0.014 U 0.012 U 0.013 U 0.016 U 0.14 U 0.013 U 0.94 0.054
Aroclor 1254 0.012 U 0.014 U 0.044 P 0.013 U 0.016 U 0.14 U 0.013 U 0.97 0.091
Aroclor 1260 0.10 P 0.0089 J 0.036 0.013 U 0.016 0.14 U 0.0080 JPL 0.99 0.24
RCRA Metals – 6020/7471
Arsenic NT NT NT 0.90 NT NT NT 0.68 5.8
Barium NT NT NT 110 NT NT NT 3100 580
Chromium NT NT NT 1.7 NT NT NT 23000+ 360000+
Lead NT NT NT 10 B NT NT NT 400++ 270
Notes:
mg/kg = milligrams/kilogram U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit
NT = Not Tested
Red = Exceeds Residential PSRG Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank
H = Out of Holding Time for additional runs
E = Quantification Exceeded Calibration Range
L = Laboratory LCS/LCSD Failure + = Chromium III PSRG++ = EPA Lead Residential Standard
NS = No Standard
S = Laboratory MS/MSD Failure
P = The RPD between two GC columns exceeds 40%
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte
(feet)
SS10
(3-5)
SS11
(0-1)
SS11
(3-5)
SS12
(0-1)
SS12
(3-5) MW8 (6-9)
Residential PSRG Protection of
GW PSRG
DRO 1800 L
1700 H
170 L
350 H
4400 L
1200 H
480 B
710 BHS
15 BS
9.2 U
NT 20 Aromatic Medium
20 Aliphatic Medium
2.4 Aromatic Medium
19 Aliphatic Medium
ORO 120 B
140 H
41 B
49 H
150 BJ
250 H
45 B
100 BH
18 B
18 U
NT 480 Aromatic High
47000 Aliphatic High
620 Aromatic High 16000 Aliphatic High
Aroclor 1016 0.015 U 0.015 U 0.013 U 0.013 U 0.013 U 0.015 U 10 0.94
Aroclor 1221 0.015 U 0.015 U 0.013 U 0.013 U 0.013 U 0.015 U 0.84 0.0059
Aroclor 1232 0.015 U 0.015 U 0.013 U 0.013 U 0.013 U 0.015 U 0.73 0.0059
Aroclor 1242 0.015 U 0.015 U 0.013 U 0.013 U 0.013 U 0.015 U 0.95 0.055
Aroclor 1248 0.015 U 0.015 U 0.013 U 0.013 U 0.013 U 0.015 U 0.94 0.054
Aroclor 1254 0.015 U 0.015 U 0.013 U 0.013 U 0.013 U 0.015 U 0.97 0.091
Aroclor 1260 0.011 J 0.0058 J 0.013 P 0.013 U 0.013 U 0.015 U 0.99 0.24
Arsenic NT NT NT NT NT 1.2 0.68 5.8
Barium NT NT NT NT NT 270 3100 580
Cadmium NT NT NT NT NT 0.033 J 7.5 (Water)
12 (Diet)
3.0 (Water & Diet)
Chromium NT NT NT NT NT 4.2 23000+ 360000+
Lead NT NT NT NT NT 2.1 BJ 400++ 270
Notes: mg/kg = milligrams/kilogram U = <MDL
J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit NT = Not Tested
Red = Exceeds Residential PSRG
Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank
H = Out of Holding Time for additional runs E = Quantification Exceeded Calibration Range
L = Laboratory LCS/LCSD Failure
+ = Chromium III PSRG
++ = EPA Lead Residential Standard
NS = No StandardS = Laboratory MS/MSD FailureP = The RPD between two GC columns exceeds 40%
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte (feet) SS13 (0-1) SS13 (2-4) SS14 (0-1)
SS14
(2-4)
SS15
(0-1)
SS15
(2-4)
SS16
(0-1)
Residential
PSRG
Protection of
GW PSRG
PAHs - 8270
Acenaphthene 0.0010 U 0.00098 U 0.0064 J 0.0010 U 0.069 0.0011 U 0.032 720 1.6
Acenaphthylene 0.0012 U 0.0011 U 0.056 0.0012 U 0.046 0.0012 U 0.041 NS NS
Anthracene 0.00064 U 0.00060 U 0.066 0.00062 U 0.14 0.00065 U 0.077 3600 1300
Benzo(a)anthracene 0.00074 U 0.00070 U 0.50 0.0023 J 0.47 0.00076 J 0.38 1.1 0.35
Benzo(a)pyrene 0.00082 U 0.00078 U 0.58 0.0020 J 0.54 0.00084 J 0.45 0.11 0.12
Benzo(b)fluoranthene 0.00062 U 0.00059 U 0.68 0.0024 J 0.84 0.00064 J 0.75 1.1 1.2
Benzo(g,h,i)perylene 0.00081 U 0.00077 U 0.17 0.0033 U 0.16 0.00083 U 0.088 NS NS
Benzo(k)fluoranthene 0.00060 U 0.00057 U 0.23 0.00093 J 0.28 0.00061 U 0.26 11 12
Chrysene 0.00056 U 0.00053 U 0.48 0.0014 J 0.57 0.00058 U 0.43 110 36
Fluoranthene 0.00052 U 0.00050 U 0.81 0.0021 J 1.1 0.00065 U 0.87 480 670
Fluorene 0.00071 U 0.0032 U 0.026 0.0033 U 0.093 0.00054 U 0.042 480 110
Indeno(1,2,3,-c,d)pyrene 0.0012 U 0.0032 U 0.17 0.0033 U 0.19 0.0013 U 0.11 1.1 3.9
Naphthalene 0.0012 U 0.0011 U 0.054 0.0033 U 0.068 0.0012 U 0.080 2.1 0.39
Phenanthrene 0.00090 U 0.00085 U 0.37 0.00093 U 0.96 0.00092 U 0.64 NS NS
Pyrene 0.00062 U 0.00059 U 0.83 0.0021 J 0.81 0.00064 U 0.64 360 440
TPH - 8015
DRO NT 18.1 NT NT NT NT NT 20 Aromatic Medium
20 Aliphatic Medium
2.4 Aromatic Medium
19 Aliphatic Medium
GRO NT 312 NT NT NT NT NT 480 Aromatic High
47000 Aliphatic High
620 Aromatic High 16000 Aliphatic High
RCRA Metals – 6020/7471
Arsenic 2.0 2.6 1.5 2.2 3.9 2.2 NT 0.68 5.8
Barium 23 27 88 1.5 90 28 NT 3100 580
Cadmium 0.030 U 0.027 U 0.077 J 0.015 U 0.038 J 0.15 U NT 7.5 (Water)
12 (Diet)
3.0 (Water & Diet)
Chromium 18 22 18 13 16 13 NT 23000+ 360000+
Lead 7.8 8.3 67 12 31 12 NT 400* 270
Mercury 0.058 J 0.13 0.095 0.024 U 0.050 J 0.099 U NT 2.3 1.0
Selenium 0.67 J 0.61 J 0.71 J 0.56 U 1.1 J 1.5 U NT 78 2.1
Notes: mg/kg = milligrams/kilogram
U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit
NT = Not Tested Red = Exceeds Residential PSRG
Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank
H = Out of Holding Time for additional runs
E = Quantification Exceeded Calibration Range L = Laboratory LCS/LCSD Failure
+ = Chromium III PSRG
++ = EPA Lead Residential Standard
NS = No Standard
TABLE 3. Soil Analytical Detections Summary Results in mg/kg)
Analyte (feet) SS16 (2-4) SS17 (0-1) SS17 (2-4) SS18 (0-1) SS18 (2-4)SS19 (0-1) SS19 (2-4)
Residential PSRG Protection of GW PSRG
PAHs - 8270
Acenaphthene 0.0011 U 0.0059 U 0.0010 U 0.0016 U 0.0015 U 0.00099 U 0.00099 U 720 1.6
Acenaphthylene 0.0012 U 0.053 0.0012 U 0.0056 U 0.0017 U 0.0011 U 0.0011 U NS NS
Anthracene 0.00067 U 0.035 0.00062 U 0.0099 J 0.00091 U 0.00061 U 0.00061 U 3600 1300
Benzo(a)anthracene 0.00077 U 0.23 0.00072 U 0.052 0.0011 U 0.00070 J 0.00070 J 1.1 0.35
Benzo(a)pyrene 0.00086 U 0.31 0.00080 U 0.060 0.0012 U 0.00078 U 0.00079 U 0.11 0.12
Benzo(b)fluoranthene 0.00089 J 0.46 0.00061 U 0.080 0.00089 U 0.00059 U 0.00060 U 1.1 1.2
Benzo(g,h,i)perylene 0.00085 U 0.13 0.00079 U 0.031 0.0012 U 0.00077 U 0.00078 U NS NS
Benzo(k)fluoranthene 0.00063 U 0.16 0.00059 U 0.024 0.00086 U 0.00057 U 0.00057 U 11 12
Chrysene 0.00059 U 0.33 0.00055 U 0.061 0.00081 U 0.00053 U 0.00054 U 110 36
Fluoranthene 0.00092 J 0.63 0.00051 U 0.092 0.00075 U 0.00050 U 0.00050 U 480 670
Fluorene 0.00074 U 0.017 J 0.00069 U 0.0033 U 0.0010 U 0.00068 U 0.00068 U 480 110
Indeno(1,2,3,-c,d)pyrene 0.0013 U 0.14 0.0012 U 0.031 0.0019 U 0.0012 U 0.0012 U 1.1 3.9
Naphthalene 0.0013 U 0.010 J 0.0012 U 0.015 J 0.0017 U 0.0028 J 0.0020 J 2.1 0.39
Phenanthrene 0.00094 U 0.43 0.00088 U 0.056 0.0013 U 0.00086 U 0.00086 U NS NS
Pyrene 0.00065 U 0.45 0.00061 U 0.079 0.00089 U 0.00059 U 0.00060 U 360 440
TPH – 8015
DRO NT 18.1 NT NT NT NT NT 20 Aromatic Medium
20 Aliphatic Medium
2.4 Aromatic Medium
19 Aliphatic Medium
GRO NT 312 NT NT NT NT NT 480 Aromatic High
47000 Aliphatic High
620 Aromatic High 16000 Aliphatic High
RCRA Metals – 6020/7471
Arsenic 2.3 2.7 1.6 2.4 3.9 1.5 0.63 0.68 5.8
Barium 19 44 8.4 55 90 17 S 6.5 3100 580
Cadmium 0.031 U 0.033 U 0.031 U 0.097 J 0.038 J 0.028 U 0.025 U 7.5 (Water)
12 (Diet)
3.0 (Water & Diet)
Chromium 21 17 24 26 16 13 4.4 23000+ 360000+
Lead 10 47 5.6 43 31 5.2 4.8 400* 270
Mercury 0.027 J 0.027 U 0.16 0.13 0.050 J 0.042 J 0.022 U 2.3 1.0
Selenium 0.70 J 0.080 U 0.58 U 0.82 J 1.1 J 0.57 JS 0.48 J 78 2.1
Notes: mg/kg = milligrams/kilogram U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit
NT = Not Tested Red = Exceeds Residential PSRG
Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank
H = Out of Holding Time for additional runs
E = Quantification Exceeded Calibration Range L = Laboratory LCS/LCSD Failure
+ = Chromium III PSRG - ++ = EPA Lead Residential Standard - NS = No Standard
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte
(feet)
MW1
(12-15)
MW2
(6-9)
MW3
(15-17)
MW4
(7-10)
MW5
(10-13)
MW9
(19-23)
MW10
(15-17)
Residential PSRG Protection of GW PSRG
VOCs 8260 – No Detections
PAHS - 8270
Acenaphthene 0.00099 U 0.0015 U 0.0057 U 0.00098 U 0.00094 U 0.0011 U 0.0014 U 720 1.6
Acenaphthylene 0.0011 U 0.0017 U 0.0066 U 0.0011 U 0.0011 U 0.0012 U 0.0016 U NS NS
Anthracene 0.00061 U 0.0035 U 0.0035 U 0.00060 U 0.00058 U 0.00067 U 0.00084 U 3600 1300
Benzo(a)anthracene 0.00071 U 0.00091 U 0.0041 U 0.00069 U 0.00067 U 0.00077 U 0.00097 U 1.1 0.35
Benzo(a)pyrene 0.00079 U 0.0016 J 0.0046 U 0.00078 U 0.00075 U 0.00086 U 0.0011 U 0.11 0.12
Benzo(b)fluoranthene 0.00060 U 0.0025 J 0.0035 U 0.00059 U 0.00057 U 0.00065 U 0.00082 U 1.1 1.2
Benzo(g,h,i)perylene 0.00078 U 0.0012 U 0.0045 U 0.00076 U 0.00074 U 0.00085 U 0.0011 U NS NS
Benzo(k)fluoranthene 0.00057 U 0.00085 U 0.0033 U 0.00056 U 0.00054 U 0.00063 U 0.00079 U 11 12
Chrysene 0.00054 U 0.00080 U 0.0031 U 0.00053 U 0.00058 U 0.00059 U 0.00074 U 110 36
Fluoranthene 0.00050 U 0.0019 J 0.0029 U 0.00049 U 0.00048 U 0.00055 U 0.00069 U 480 670
Fluorene 0.00068 U 0.0010 U 0.0039 U 0.00067 U 0.00065 U 0.00074 U 0.00093 U 480 110
Indeno(1,2,3,-c,d)pyrene 0.0012 U 0.0018 U 0.0069 U 0.0012 U 0.0011 U 0.0013 U 0.0016 U 1.1 3.9
Naphthalene 0.0012 U 0.0017 U 0.0067 U 0.0011 U 0.0011 U 0.0013 U 0.0016 U 2.1 0.39
Phenanthrene 0.00086 U 0.0013 U 0.0050 U 0.00085 U 0.00082 U 0.00094 U 0.0012 U NS NS
Pyrene 0.00060 U 0.0018 J 0.0035 U 0.00059 U 0.00057 U 0.00065 U 0.00082 U 360 440
MADEP EPH/VPH – TPH 8015
EPH C11-C22 Aromatics NT NT NT NT NT NT 16 U 6000 6200
EPH C9-C18 Aliphatics NT NT NT NT NT NT 16 U 20 19
EPH C19-C36 Aliphatics NT NT NT NT NT NT 16 U 47000 16000
VPH C9-C10 Aromatics NT NT NT NT NT NT 1.2 U 20 2.4
VPH C5-C8 Aliphatics NT NT NT NT NT NT 1.7 U 110 NS
VPH C9-C12 Aliphatics NT NT NT NT NT NT 1.7 U 20 19
TPH-DRO NT NT NT NT NT NT 5.4 U 20 Aromatic
Medium 20 Aliphatic
Medium
2.4 Aromatic
Medium 19 Aliphatic
Medium
TPH-ORO NT NT NT NT NT NT 23 480 Aromatic
High 47000
Aliphatic High
620 Aromatic
High 16000 Aliphatic High
RCRA Metals RCRA Metals – 6020/7471
Arsenic NT NT NT 0.22 J 0.32 J 0.47 J 1.5 0.68 5.8
Barium NT NT NT 150 56 180 17 S 3100 580
Cadmium NT NT NT 0.014 U 0.027 U 0.033 U 0.028 U 7.5 (Water) 12 (Diet) 3.0 (Water & Diet)
Chromium NT NT NT 1.0 J 42 2.3 13 23000+ 360000+
Lead NT NT NT 5.1 1.7 22 5.2 400* 270
Mercury NT NT NT 0.022 U 0.023 U 0.11 0.042 J 2.3 1.0
Selenium NT NT NT 0.82 J 0.51 U 0.078 U 0.57 JS 78 2.1
Refer to Preceding Tables for Notes
TABLE 3. Soil Analytical Detections Summary (Results in mg/kg)
Analyte (feet) MW11 (12-16) SS20 (9-12) SS21 (9-12)
Residential PSRG Protection of GW PSRG
VOCs 8260 – No Detections
PAHS - 8270
Acenaphthene 0.0011 U 0.0015 U 0.0057 U 720 1.6
Acenaphthylene 0.0012 U 0.0017 U 0.0066 U NS NS
Anthracene 0.00057 U 0.0035 U 0.0035 U 3600 1300
Benzo(a)anthracene 0.00077 U 0.00091 U 0.0041 U 1.1 0.35
Benzo(a)pyrene 0.00087 U 0.0016 J 0.0046 U 0.11 0.12
Benzo(b)fluoranthene 0.00066 U 0.0025 J 0.0035 U 1.1 1.2
Benzo(g,h,i)perylene 0.00085 U 0.0012 U 0.0045 U NS NS
Benzo(k)fluoranthene 0.00063 U 0.00085 U 0.0033 U 11 12
Chrysene 0.00059 U 0.00080 U 0.0031 U 110 36
Fluoranthene 0.00055 U 0.0019 J 0.0029 U 480 670
Fluorene 0.00075 U 0.0010 U 0.0039 U 480 110
Indeno(1,2,3,-c,d)pyrene 0.0013 U 0.0018 U 0.0069 U 1.1 3.9
Naphthalene 0.0013 U 0.0017 U 0.0067 U 2.1 0.39
Phenanthrene 0.00094 U 0.0013 U 0.0050 U NS NS
Pyrene 0.00066 U 0.0018 J 0.0035 U 360 440
MADEP EPH/VPH – TPH 8015
EPH C11-C22 Aromatics NT 12 U 12 U 6000 6200
EPH C9-C18 Aliphatics NT 12 U 12 U 20 19
EPH C19-C36 Aliphatics NT 12 U 12 U 47000 16000
VPH C9-C10 Aromatics NT 1.8 U 1.7 U 20 2.4
VPH C5-C8 Aliphatics NT 5.3 U 1.0 U 110 NS
VPH C9-C12 Aliphatics NT 5.3 U 1.0 U 20 19
TPH-DRO NT 4.2 U 8.5 U 20 Aromatic Medium
20 Aliphatic Medium
2.4 Aromatic Medium
19 Aliphatic Medium
TPH-ORO NT 8.8 J 6.3 U 480 Aromatic High
47000 Aliphatic High
620 Aromatic High 16000 Aliphatic
High
Notes: mg/kg = milligrams/kilogram U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit NT = Not Tested
Red = Exceeds Residential PSRG
Green= Exceeds Protection of Ground Water PSRG
B = Detected in Method Blank H = Out of Holding Time for additional runs E = Quantification Exceeded Calibration Range
L = Laboratory LCS/LCSD Failure
+ = Chromium III PSRG
++ = EPA Lead Residential StandardNS = No Standard
TABLE 3. Soil Analytical Detections Summary (Results in ng/kg)
Analyte (feet) SS2 (0-1) SS2 (3-5) MW7 MW8 Residential PSRG Protection of GW PSRG
PCB Congeners – 1668A
PCB-77 3,3’,4,4’-Tetrachlorobiphenyl 500 <5.7 <6.0 <5.8 38,000 8,400
PCB-81 3,4,4’,5-Tetrachlorobiphenyl <68 <6.0 <6.3 <6.1 12,000 2,800
PCB-105 2,3,3’4,4’-
Pentachlorobiphenyl 13,000 88 <13 <12 120,000 47,000
PCB-114 2,3,4,4’,5-Pentachlorobiphenyl 630 <5.5 <5.7 <5.5 120,000 47,000
PCB-118 2,3’,4,4’,5-Pentachlorobiphenyl 19,000 160 <23 <22 120,000 46,000
PCB-123 2’,3,4,4’,5-
Pentachlorobiphenyl 620 <7.1 <7.4 <7.2 120,000 47,000
PCB-126 3,3’,4,4’,5-Pentachlorobiphenyl 100 <7.5 <7.9 <7.6 36 14
PCB-156/157 2,3,3’,4,4’,5’-Hexachlorobiphenyl 4,200 26 <12 <11 120,000 77,000
PCB-167 2,3,4,4’,5,5’-Hexachlorobiphenyl 1,500 7.0 <5.5 <5.4 120,000 75,000
PCB-169 3,3’,4,4’,5,5’-Hexachlorobiphenyl <34 <5.5 <5.8 <5.6 120 75
PCB-189 2,3,3’,4,4’,5,5’-Heptachlorobiphenyl 120 <6.9 <7.3 <7.0 130,000 130,000
Sum of Dioxin-Like
Congeners 39,670 281 0 0 NS NS
Non-Dioxin-Like Congeners 159,330 1,299 214 168 230,000 55,000
Total PCBs 199,000 1,580 214 168 NS NS
Notes: ng/kg = nanograms/kilogram U = <MDL J = >RDL<MDL – RDL=Laboratory Reporting Detection Limit – MDL = Laboratory Method Detection Limit
NT = Not Tested
Red = Exceeds Residential PSRG
Green= Exceeds Protection of Ground Water PSRG B = Detected in Method Blank H = Out of Holding Time for additional runs
E = Quantification Exceeded Calibration Range
L = Laboratory LCS/LCSD Failure
+ = Chromium III PSRG
++ = EPA Lead Residential StandardNS = No Standard
Table 4
Groundwater Analytical Detections Summary
Mock Judson Voehringer Company/Rolane Corporation Former Mill
IHSB Site ID NONCD0002622
Sample ID MW1 MW2 MW3 MW4 MW5 MW6 MW7 MW8 MW9 MW10 MW11
Sample Collection Date 9/14/2021 9/14/2021 9/14/2021 9/14/2021 9/14/2021 9/15/2021 9/15/2021 9/15/2021 9/14/2021 9/15/2021 9/14/2021
Acetone <5.0 5.6 J <5.0 <5.0 <5.0 NA NA NA <5.0 <5.0 <5.0 6,000 4,500,000
2-Butanone (MEK)<2.0 3.9 J <2.0 <2.0 <2.0 NA NA NA <2.0 <2.0 <2.0 4,000 450,000
Carbon disulfide <0.40 <0.40 <0.40 <0.40 <0.40 NA NA NA <0.40 <0.40 0.40 J 700 250
Fluoranthene <0.040 <0.040 <0.040 <0.040 0.13 J NA NA NA <0.040 <0.040 <0.040 300 NE
Naphthalene <0.040 0.070 J <0.040 <0.040 <0.040 NA NA NA <0.040 0.17 0.12 J 6 NE
Phenanthrene <0.040 <0.040 <0.040 <0.040 0.074 J NA NA NA <0.040 <0.040 <0.040 200 NE
Pyrene 0.041 J 0.057 J <0.040 <0.040 0.11 J NA NA NA <0.040 0.041 J 0.052 J 200 NE
Barium NA NA NA 48 89 76 46 61 180 NA NA 700 NE
Chromium NA NA NA <1.3 2.5 J 10 <1.3 <1.3 1.3 J NA NA 10 NE
Lead NA NA NA 0.66 J 0.85 J <0.25 <0.25 <0.25 0.61 J NA NA 15 NE
Selenium NA NA NA <1.3 <1.3 <1.3 <1.3 7.5 2.8 J NA NA 20 NE
TPH-DRO NA NA NA NA NA 2,800 1,500 310 NA 260 NA None Listed NE
TPH-ORO NA NA NA NA NA 1,200 810 370 J NA 280 J NA None Listed NE
C11 - C22 Aromatics NA NA NA NA NA NA NA NA NA 130 NA 200*NE
--
--
PCB-77 3,3’,4,4’-Tetrachlorobiphenyl NA NA NA NA NA 0.166 <0.00232 <0.00118 NA NA NA NE NE
PCB-81 3,4,4’,5-Tetrachlorobiphenyl NA NA NA NA NA <0.0243 <0.00238 <0.00118 NA NA NA NE NE
PCB-105 2,3,3’4,4’-Pentachlorobiphenyl NA NA NA NA NA 1.77 0.00627 <0.000729 NA NA NA NE NE
PCB-114 2,3,4,4’,5-Pentachlorobiphenyl NA NA NA NA NA 0.099 <0.000988 <0.000832 NA NA NA NE NE
PCB-118 2,3’,4,4’,5-Pentachlorobiphenyl NA NA NA NA NA 3.38 0.00956 <0.00172 NA NA NA NE NE
PCB-123 2’,3,4,4’,5-Pentachlorobiphenyl NA NA NA NA NA 0.161 <0.000946 <0.000775 NA NA NA NE NE
PCB-126 3,3’,4,4’,5-Pentachlorobiphenyl NA NA NA NA NA 0.0363*<0.0016 <0.000917 NA NA NA NE NE
PCB-156/157 2,3,3’,4,4’,5’-Hexachlorobiphenyl NA NA NA NA NA 0.965 0.00392 <0.00115 NA NA NA NE NE
PCB-167 2,3,4,4’,5,5’-Hexachlorobiphenyl NA NA NA NA NA 0.456 <0.00121 <0.000966 NA NA NA NE NE
PCB-169 3,3’,4,4’,5,5’-Hexachlorobiphenyl NA NA NA NA NA <0.0234 <0.00107 <0.000804 NA NA NA NE NE
PCB-189 2,3,3’,4,4’,5,5’-Heptachlorobiphenyl NA NA NA NA NA 0.0511*<0.00142 <0.00081 NA NA NA NE NE
Sum of Dioxin-Like Congeners NA NA NA NA NA 7.0844 0.0198 ND NA NA NA NE NE
Non-Dioxin-Like Congeners NA NA NA NA NA 52.1 0.0 ND NA NA NA NE NE
Total PCBs NA NA NA NA NA 59.2 0.0197 ND NA NA NA 90 NE
Notes:
1. Concentraitons are shown in micrograms per liter (µg/L) or nanograms per liter (ng/L), as indicated on table.
2. 2L Standard/IMAC = 15A NCAC 2L Groundwater Quality Standards (2L Standards) and Interim Maximum Allowable Concentrations (IMACs)
3. NCDEQ Residential GWSL = Residential Vapor Intrusion Groundwater Screening Level (June 2021)
4. TCR = Target Cancer Risk
5. THQ = Target Hazard Quotient
6. Detected concentrations are shown in bold
7. Detected concentrations exceeding 2L Standards/IMACs are shaded in gray
8. Values shown with "<MDL" were not detected above the referenced method detection limit
9. NA = Not applicable
10. J Indicates compound was detected at a concentration below the Reporting Limit (lowest calibration standard), detection is considered an estimate
11. The results for C11-C22 Aromatics was compared to the 2L Standard for C9-C22 Aromatics
12. *Indicates interference in the congener analysis, and the Estimated Maximum Possible Concentraiton is presented
13. ND - Not Detected
None Detected
2L Standard/IMAC
None Detected
Total Petroleum Hydrocarbons (µg/L)
Extractable Petroleum Hydrocarbons (EPH) (µg/L)
Volatile Petroleum Hydrocarbons (VPH) (µg/L)
NCDEQ Residential Vapor Intrusion GWSL
(TCR = 10-6; THQ = 0.2)
Volatile Organic Compounds (VOCs) (µg/L)
Polycyclic Aromatic Hydrocarbons (PAHs) (µg/L)
RCRA Metals (µg/L)
Polychlorinated Biphenyls Aroclors (PCBs) (µg/L)
PCB Congeners (ng/L)
Table 5
Sub-Slab Soil Gas and Background Air Results Summary
Mock Judson Voehringer Company/Rolane Corporation Former Mill
IHSB Site ID NONCD0002622
Sample ID AS3 AS4 AS5 AS6 AS7 AS8 AS9 AS10 BG1
Sample Type Sub-Slab Sub-Slab Sub-Slab Sub-Slab Sub-Slab Sub-Slab Sub-Slab Sub-Slab Background Air
Sample Duration 30-minute 30-minute 30-minute 30-minute 30-minute 30-minute 30-minute 30-minute 24-hour
Sample Collection Date 9/22/2021 9/22/2021 9/22/2021 9/22/2021 9/22/2021 9/23/2021 9/23/2021 9/23/2021 9/23/2021
Shroud Helium Concentration (ppm)315,000 201,000 231,000 159,000 163,000 187,000 152,000 149,000 N/A
Leak Check Helium Concentration (ppm)0 0 0 0 0 2,100 0 0 N/A
1,1,1-Trichloroethane <0.31 <0.33 <0.33 <0.33 <0.5 <0.33 <0.32 2.5 <0.29 3.5E+04
1,1,2,2-Tetrachloroethane <0.62 <0.65 <0.67 <0.67 <1 <0.65 <0.64 <0.67 <0.58 1.6E+00
1,1,2-Trichloroethane <0.33 <0.34 <0.35 <0.35 <0.53 <0.34 <0.34 <0.35 <0.31 1.4E+00
1,1,2-Trichlorotrifluoroethane <0.49 <0.51 <0.52 <0.52 <0.78 <0.51 1.4J <0.52 <0.45 3.5E+04
1,1-Dichloroethane <0.28 <0.29 <0.3 <0.3 <0.44 <0.29 <0.28 <0.3 <0.26 5.8E+01
1,1-Dichloroethene <0.23 <0.24 <0.25 <0.25 <0.37 <0.24 <0.24 <0.25 <0.21 1.4E+03
1,2,4-Trichlorobenzene <8.2 <8.5 <8.7 <8.7 <13.1 <8.5 <8.3 <8.7 <7.6 1.4E+01
1,2,4-Trimethylbenzene 5.3 4.2J 1.8J 3J 97.1 1.7J 1.5J 2.1J <0.55 4.2E+02
1,2-Dibromoethane (EDB)<0.5 <0.52 <0.54 <0.54 <0.81 <0.52 <0.51 <0.54 <0.46 1.6E-01
1,2-Dichlorobenzene <0.68 <0.71 <0.72 <0.72 <1.1 <0.71 <0.69 <0.72 <0.63 1.4E+03
1,2-Dichloroethane <0.33 <0.34 <0.35 <0.35 <0.52 <0.34 <0.33 <0.35 <0.3 3.6E+00
1,2-Dichloropropane <0.45 <0.47 <0.48 <0.48 <0.72 <0.47 <0.46 <0.48 <0.42 2.5E+01
1,3,5-Trimethylbenzene 2.5 2.1 <0.52 2 57.9 <0.51 <0.5 1.9 <0.45 4.2E+02
1,3-Butadiene <0.2 <0.21 <0.21 <0.21 <0.32 <0.21 <0.21 <0.21 <0.19 3.1E+00
1,3-Dichlorobenzene <0.86 <0.89 <0.91 <0.91 <1.4 <0.89 <0.87 <0.91 <0.79 Not Listed
1,4-Dichlorobenzene <1.5 <1.5 <1.6 <1.6 <2.4 <1.5 <1.5 <1.6 <1.4 8.5E+00
2-Butanone (MEK)5.2 14.9 11.8 11.7 <1.3 9.1 6.3 4.8J 4.9 3.5E+04
2-Hexanone <0.74 <0.77 4.5J <0.79 <1.2 <0.77 <0.76 <0.79 <0.69 2.1E+02
2-Propanol 4.6 22.2 23.3 8.7 12.7 8.5 6.6 1.8J 1.4J 1.4E+03
4-Ethyltoluene 2.4J 2J <0.84 <0.84 18.2 <0.83 <0.81 <0.84 <0.73 Not Listed
4-Methyl-2-pentanone (MIBK)<0.54 <0.56 1.7J 7.5 <0.86 <0.56 <0.55 <0.57 <0.5 2.1E+04
Acetone 42.8 211 67.1 71.3 198 103 92 15.4 15 2.2E+05
Benzene <0.19 <0.2 <0.2 <0.2 5.8 <0.2 <0.19 <0.2 <0.18 1.2E+01
Benzyl chloride <1.5 <1.6 <1.6 <1.6 <2.4 <1.6 <1.5 <1.6 <1.4 1.9E+00
Bromodichloromethane <0.4 <0.41 <0.42 <0.42 <0.64 <0.41 <0.41 <0.42 <0.37 2.5E+00
Bromoform <2.7 <2.8 <2.9 <2.9 <4.4 <2.8 <2.8 <2.9 <2.5 8.5E+01
Bromomethane <0.25 <0.26 <0.27 <0.27 <0.4 <0.26 <0.26 <0.27 <0.23 3.5E+01
Carbon disulfide <0.22 <0.23 1.2 <0.23 <0.35 <0.23 <0.22 <0.23 1.8 4.9E+03
Carbon tetrachloride <0.47 <0.49 <0.5 <0.5 <0.75 <0.49 <0.48 <0.5 <0.43 1.6E+01
Chlorobenzene <0.26 <0.27 <0.28 <0.28 <0.42 <0.27 <0.27 <0.28 <0.24 3.5E+02
Chloroethane <0.38 <0.39 <0.4 <0.4 <0.6 <0.39 <0.38 <0.4 <0.35 7.0E+04
Chloroform <0.31 <0.32 <0.33 <0.33 <0.49 0.49J <0.31 <0.33 <0.28 4.1E+00
Chloromethane <0.14 <0.15 <0.15 <0.15 <0.23 <0.15 <0.15 <0.15 0.75 6.3E+02
cis-1,2-Dichloroethene <0.33 <0.34 <0.35 <0.35 <0.52 <0.34 <0.33 <0.35 <0.3 Not Listed
cis-1,3-Dichloropropene <0.43 <0.45 <0.46 <0.46 <0.69 <0.45 <0.44 <0.46 <0.4 Not Listed
Cyclohexane <0.37 <0.39 <0.4 <0.4 28.1 <0.39 <0.38 <0.4 <0.34 4.2E+04
Dibromochloromethane <0.87 <0.9 <0.92 <0.92 <1.4 <0.9 <0.88 <0.92 <0.8 Not Listed
Dichlorodifluoromethane 2.8 3.1 2.7 2.9 3 2.8 2.6 2.5 2.6 7.0E+02
Dichlorotetrafluoroethane <0.34 <0.35 <0.36 <0.36 <0.54 <0.35 <0.35 <0.36 <0.31 Not Listed
Ethanol 36.5 92.2 96.1 165 90.3 334 119 26.3 4.5 Not Listed
Ethyl acetate <0.22 <0.23 <0.23 11.7 5.8 <0.23 4.2 <0.23 <0.2 4.9E+02
Ethylbenzene 2.5 1.8 <0.55 1.2J 4.2 <0.54 1J <0.55 1.2J 3.7E+01
Hexachloro-1,3-butadiene <2.1 <2.2 <2.2 <2.2 <3.3 <2.2 <2.1 <2.2 <1.9 4.3E+00
m&p-Xylene 9.7 5.8 2.8J 3.4 22.1 2J 2.4J <1.1 2.3J 7.0E+02
Methylene Chloride <1 <1 <1.1 <1.1 <1.6 <1 <1 <1.1 <0.92 3.4E+03
Methyl-tert-butyl ether <0.21 <0.22 <0.23 <0.23 <0.34 <0.22 <0.22 <0.23 <0.2 3.6E+02
Naphthalene 3.9J 3.9J 4.2J <3.9 12.3 4.9 <3.7 <3.9 <3.4 2.8E+00
n-Heptane 1.5 <0.32 9 <0.32 30.7 1.7 1.7 <0.32 <0.28 2.8E+03
n-Hexane 1.3 <0.33 11.3 1.6 37.6 1.7 2.6 <0.34 <0.3 4.9E+03
o-Xylene 3.6 2.5 1.4J 1.8 8.6 1.2J <0.46 <0.49 <0.42 7.0E+02
Propylene <0.22 <0.23 <0.23 <0.23 146 <0.23 <0.22 <0.23 0.91J 2.1E+04
Styrene <0.65 <0.67 2.8J <0.69 4.6J <0.67 7.4 <0.69 <0.6 7.0E+03
Tetrachloroethene 1.2 <0.51 5.1 3.2 19.9 16.2 2.7 6 <0.45 2.8E+02
Tetrahydrofuran <0.3 <0.32 <0.32 <0.32 <0.48 <0.32 <0.31 <0.32 <0.28 1.4E+04
Toluene 4.8 2.8 2.1 2.1 24.6 2 8.8 0.99J 3.1 3.5E+04
trans-1,2-Dichloroethene <0.28 <0.29 <0.3 <0.3 <0.45 <0.29 <0.29 <0.3 0.68J 2.8E+02
trans-1,3-Dichloropropene <0.91 <0.95 <0.97 <0.97 <1.5 <0.95 <0.93 <0.97 <0.84 Not Listed
Trichloroethene <0.33 <0.34 <0.35 <0.35 <0.53 <0.34 <0.34 <0.35 <0.3 1.4E+01
Trichlorofluoromethane 9.5 7.1 5.5 6.8 11.2 8.5 12.2 3.5 1.3J Not Listed
Vinyl acetate <0.35 <0.36 <0.37 <0.37 <0.56 <0.36 <0.36 <0.37 <0.32 1.4E+03
Vinyl chloride <0.15 <0.15 <0.16 <0.16 <0.23 <0.15 <0.15 <0.16 <0.13 5.6E+00
5. Detected concentrations are shown in bold
3. TCR = Target Cancer Risk
Volatile Organic Compounds (VOCs) - EPA Method TO-15 (μg/m3)
NCDEQ Residential SGSL
(TCR = 1.0E-06;
THQ=0.2)
Notes:
1. Concentrations shown in micrograms per cubic meter (µg/m3)
2. NCDEQ Residential SGSLs = Residential Vapor Intrusion Screening Level for Sub-Slab and Exterior Soil Gas (June 2021)
4. THQ = Target Hazard Quotient
6. Detected concentrations exceeding SGSLs with TCR = 1.0E-06 and THQ = 0.2 are shaded gray
7. Values shown with "<MDL" were not detected above the referenced method detection limit
8. N/A = Not applicable
9. J Indicates compound was detected at a concentration below the Reporting Limit (lowest calibration standard), detection is considered an estimate
Data Excerpts from Previous Reports
Data Excerpts from 2017 Subsurface Investigation Report
Data Excerpts from 2017 Subsurface Investigation Report

Data Excerpts from 2017 Subsurface Investigation Report

8" TREE8" TREEOHPOHPOHPGRATE INLETTOP EL. 857.22'TOP PIPE 856.67'GRATE INLETTOP EL. 857.20'TOP PIPE 856.71'OHPREDUCER/METER BOX6"x2" STEP DOWNCURB INLETTOP EL. 849.72'INV IN 847.47'INV OUT 842.15'CURB INLETTOP EL. 846.06'THROAT EL. 845.1'INV IN (E) 843.49'INV IN (W) 843.09'INV OUT 842.07'OHPBRICK BOILER ROOM855850850855850855850855 8
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SSEXISTING MJVMILL BUILDING(FFE 862.59)EXISTINGTUNNELEXISTINGTUNNELEXISTINGTUNNELAPPROX LOCATIONEX. CATCH BASINOAKLAND AVENUEPUBLIC RIGHT OF WAY WIDTH VARIESHOWARD ST
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T30' WIDTH ASPHALT30' WIDTH ASPHALT50' PUBLIC RIGHT OF WAY30' WIDTH ASPHALTDSTORM MHAPPROX RIM 849.79'APPROX INV IN 841.34'APPROX INV OUT 839.99'24" RCP
DSTORM MHAPPROX RIM 845.69'APPROX INV IN 838.79'APPROX INV OUT 825.79'42" STORM854853852851850849848848849850851852853854856854856854857855856851852853880879878877879878877876875874873872871
870869869868870
87
1
870
869
868867866865864
863862861874874873872871 87086987086
9868
8
6
7
867868869868867866865864863862865
8708718728738748758758758758758708778768758748738728738728718708698688678668698758768771111213 14161718192021DWW10REPLACE EXIST 15" RCPWITH NEW 24" RCPTIE TO EXISTINGCATCH BASIN10B17A17BOHPOHPOHPOHPTIE TO EXIST CATCH BASIN(FIELD VERIFY INVERT PRIORTO INSTALLATION)D14A15WWXXXXXDRAIN LINE FROMBUILDING (REFER TOSHEET P1.20)D87654323A3B3C3D11A11B11C11E11D11F13A13C13E13F13B13D5A5BD6C6B6A7AOHPDREPLACE EXIST 18"WITH NEW 24" RCP10A10C9FIELD VERIFYSANITARY &WATER CROSSINGD17CTIE TO EXISTMANHOLE (FIELDVERIFY INVERT PRIORTO INSTALLATION)TIE TO EXIST MANHOLE(FIELD VERIFY INVERTPRIOR TO INSTALLATION)TIE TO EXIST MANHOLETIE TO EXISTCATCH BASINEX3EX5EX19EX17EX22EX7REPLACE EXISTCURB INLETREPLACE EXISTCURB INLET4''SAN4''SANSS15A15C15B15D18A18B18C
18E18F18D
SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG862.55SG857.85T/C859.41T/C855.79SG861.67EC854.35FFE=850.0FFE=855.0SG862.50SG858.00SG855.00SG851.35TC851.74TC856.12SG862.45TC858.10EC854.70TC855.71TC851.20T/C846.52T/C846.15TC847.60TC847.25TC848.94TC849.33TC849.76TC849.76SG849.96SG849.96TC849.76TC849.54SG855.95TC862.40SG862.26SG861.53SG861.89TC864.66TC870.90TC869.25TC868.51TC/LP867.96TC/LP866.03TC/HP868.51TC/HP862.51TC866.98TC/LP861.96TC/LP861.08TC862.05TC872.10TC868.28TC866.34SG861.17SG861.53SG861.90TC862.90TC862.45T/C866.11SG/HP862.15SG/HP862.15SG/HP862.15SG/HP862.15TIE IN GRADES ALONGWALL WHERE TOPO ISUNAVAILABLESIDEWALK CROSSSLOPE @ 2% AWAYFROM BUILDINGTC870.00MAINTAIN GUTTER FLOWACROSS ENTRANCE DRIVE855855865865865865870854853852851848849851852853854856857858857856862863864866867868869870868866864866867863862867864863862863861866864863862862862
852850865872850847849848848847849848853853855 850 849870870873867855875877854857MAINTAIN GUTTER FLOWACROSS ENTRANCE DRIVE846SG/HP861.85SG/HP861.60SG861.80SG861.55862861862865869SG861.55SG862.41SG862.41SG861.80SG/HP861.50862861868868867869870871872873SG866.62SG869.43SG870.13SG871.81SG849.96850TIE IN GRADES ALONGWALL WHERE TOPO ISUNAVAILABLESIDEWALK @5% MAX GRADESTORM STRUCTURE TABLESTRUCTURE #1356A6C7910AEX3EX5TOP860.62861.00860.50861.80866.33861.00861.97848.40848.36845.69STRUCTURE HEIGHT4.10'6.00'6.33'8.70'7.71'9.67'11.96'5.35'6.03'19.90'DESCRIPTIONNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.52 PRECAST CONCRETE MANHOLE W/ 840.54 FRAME & COVERNCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.14 DROP INLET W/ 840.16 FRAME & GRATENCDOT 840.52 PRECAST CONCRETE MANHOLE W/ 840.54 FRAME & COVERCOG STD 403 PRECAST CURB INLET W/ COG STD 412 PRECAST CONCRETE TOPEXISTING MANHOLEEXISTING MANHOLESTORM STRUCTURE TABLESTRUCTURE #111314AEX17TOP861.48864.89864.37860.90STRUCTURE HEIGHT3.39'8.49'8.44'6.12'DESCRIPTIONNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.52 PRECAST CONCRETE MANHOLE W/ 840.54 FRAME & COVERNCDOT 840.52 PRECAST CONCRETE MANHOLE W/ 840.54 FRAME & COVEREXISTING CATCH BASINSTORM STRUCTURE TABLESTRUCTURE #1617BEX19EX22TOP853.11849.79849.72849.79STRUCTURE HEIGHT3.07'8.90'7.57'9.80'DESCRIPTIONNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODCOG STD 403 PRECAST CURB INLET W/ COG STD 412 PRECAST CONCRETE TOPEXISTING NCDOT CONCRETE CURB INLETEXISTING MANHOLESTORM STRUCTURE TABLESTRUCTURE #1820EX6TOP850.16846.75846.06STRUCTURE HEIGHT6.18'3.36'3.89'DESCRIPTIONNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODNCDOT 840.02 CATCH BASIN W/ NCDOT 840.03 FRAME, GRATE, & HOODEXISTING CURB INLETSTORM PIPE TABLEPIPE #2466B7A81010B10CDIA15"18"18"24"24"24"24"24"24"FROM - TO1 - 33 - 55 - 6A6C - 6A6A - 77 - 99 - 10A10A - EX3EX3 - EX5UPSTREAMINVERT856.52855.00854.17858.62853.10851.33850.01843.05842.33DOWNSTREAMINVERT855.25854.27853.60857.24851.43850.11843.15842.51838.91SLOPE1.00%1.00%1.00%3.00%2.14%2.14%2.14%2.16%3.00%LENGTH127.10 LF73.05 LF57.06 LF45.93 LF77.87 LF56.95 LF320.69 LF24.96 LF114.05 LFDESCRIPTION15 inch RCP18 inch RCP18 inch RCP24 inch RCP24 inch RCP24 inch RCP24 inch RCP24 inch RCP24 inch RCPSTORM PIPE TABLEPIPE #121415DIA15"15"15"FROM - TO11 - 1313 - 14A14A - EX17UPSTREAMINVERT858.09856.40855.93DOWNSTREAMINVERT856.50856.03854.78SLOPE1.00%1.64%1.64%LENGTH159.41 LF22.65 LF69.98 LFDESCRIPTION15 inch RCP15 inch RCP15 inch RCPSTORM PIPE TABLEPIPE #1717A17CDIA15"24"24"FROM - TO16 - EX19EX19 - 17B17B - EX22UPSTREAMINVERT850.04842.15840.89DOWNSTREAMINVERT844.15840.99840.49SLOPE4.01%3.48%1.00%LENGTH147.01 LF33.30 LF40.14 LFDESCRIPTION15 inch RCP24 inch RCP24 inch RCPSTORM PIPE TABLEPIPE #1921DIA15"15"FROM - TO18 - 2020 - EX6UPSTREAMINVERT843.98843.39DOWNSTREAMINVERT843.49842.17SLOPE0.75%2.49%LENGTH65.46 LF48.91 LFDESCRIPTION15 inch RCP15 inch RCPNAD 830SCALE 1"=40'80'40'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn by110/02/12 - Design ProgressionREVISIONSSITE CONSULTANTGENERAL CONTRACTOR2610 OAKLAND GREENSBORO, LLCc/o Octagon Partners126 Garrett StreetCharlottesville, VA 22902434 . 760 . 1549 pwww.octagonpartners.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT212/07/12 - City Comments305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
2610 Oakland Ave.
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service UpdatesGRADING ANDDRAINAGE PLANC104JAC1" = 40'LEGENDYARD INLET SCHEDULE11B11A11C11D11F13A13B13C13D13E13F3A3B3C42.5 LF OF 8" HDPE PIPE @ 2.00%INV. IN=857.59, INV. OUT=856.7411E18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.00, H=3.41'STORM SEWER AS-BUILTS REQUIRED.SUBMIT 1 (ONE) SET OF PLANS TO THEENGINEERING DEPARTMENT FOR RECORDPURPOSES. PLEASE CALL 336.373.2052WITH ANY QUESTIONS.3D5A5B18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.00, H=4.26'77 LF OF 8" HDPE PIPE @ 2.00%INV. IN=856.74, INV. OUT=855.2018" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=860.50, H=2.00'22.97 LF OF 8" HDPE PIPE @ 2.00%INV. IN=858.50, INV. OUT=858.0435 LF OF 8" HDPE PIPE @ 1.00%INV. IN=859.80, INV. OUT=859.4518" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.80, H=2.00'18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.80, H=2.45'35 LF OF 8" HDPE PIPE @ 1.00%INV. IN=859.35, INV. OUT=859.0018" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.80, H=2.90'22.27 LF OF 8" HDPE PIPE @ 1.03%INV. IN=858.90, INV. OUT=858.6733.00 LF OF 8" HDPE PIPE @ 2.00%INV. IN=859.80, INV. OUT=859.1418" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.80, H=2.00'18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.80, H=2.76'33.00 LF OF 8" HDPE PIPE @ 2.00%INV. IN=859.04, INV. OUT=858.3818" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=861.80, H=3.52'11.08 LF OF 8" HDPE PIPE @ 2.08%INV. IN=858.28, INV. OUT=858.0515A18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=857.75, H=3.00'15B50 LF OF 10" HDPE PIPE @ 2.00%INV. IN=854.75, INV. OUT=853.7515C18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=856.75, H=3.10'15D81 LF OF 10" HDPE PIPE @ 3.94%INV. IN=853.65, INV. OUT=850.4618A18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=854.75, H=3.00'18B50 LF OF 10" HDPE PIPE @ 5.00%INV. IN=851.75, INV. OUT=849.2518C18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=853.5, H=4.35'18D75 LF OF 10" HDPE PIPE @ 5.56%INV. IN=849.15, INV. OUT=844.9818E18" NYLOPLAST DRAIN BASIN (H-20 LOADING)GRATE=852.75, H=3.00'18F50 LF OF 10" HDPE PIPE @ 1.00%INV. IN=849.75, INV. OUT=849.25
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WWWXXXXXXXDDOHP OHPDDPROPOSED 5' SIDEWALK WITH VARYING GRASS STRIP WIDTH TO BEMAINTAINED BY THE CITY OF GREENSBORO .PROPOSED 5' SIDEWALK WITH VARYING GRASSSTRIP WIDTH TO BE MAINTAINED BY THE CITY OFGREENSBORO .VARYING GRASS STRIP WIDTH TO BEMAINTAINED BY THE CITY OFGREENSBORO .PROPOSED 5' SIDEWALK WITHVARYING GRASS STRIP WIDTH TO BEMAINTAINED BY THE CITY OFGREENSBORO .4'
'SAN4''SAN4''SANSSVERIFY LOCATION OF LIGHT POLES,NOTIFY OWNER OF ANY CONFLICTS PRIORTO LANDSCAPE INSTALLATION ALL LARGETREES SHALL BE LOCATED NO CLOSERTHAT 25' FOR THE BASE OF A LIGHT POLEALL DISTURBED AREAS NOTOTHERWISE SCHEDULED TO RECEIVELANDSCAPING SHALL BE SEEDED.11-IX135 LF ZONING CONDITION #9(1) NELLIE STEVEN'S HOLLY EVERY10' AND 25 SHRUBS PER 100 LF125 LF ZONING CONDITION#9 (1) NELLIE STEVEN'SHOLLY EVERY 10' AND 25SHRUBS PER 100 LFEXISTING 8"CRAPE MYRTLETO REMAINEXISTING 8"CRAPE MYRTLETO REMAIN2-IX13-IX3-BT4-AG3-RU4-AG4-AG4-AG4-AG4-AG4-AG4-AG4-AG4-AG4-AG3-BT3-BT3-BT3-BT3-RU3-RU3-RU3-BT8-BT7-CPG67-CP3-AR3-LI3-LI6-LI2-AR1-QN1-QN1-QN1-BN1-BN2-UP25-IC15-ICB1-QN1-QN1-UP1-UP8-MC1-AR3-RU3-RU1-IX1-BN4-CF387 LF STREET YARD WITH 3CANOPY TREES, 10 UNDERSTORYTREES, AND 66 EVERGREEN SHRUBS297 LF STREET YARD WITH 12UNDERSTORY TREES AND 51EVERGREEN SHRUBS110 LF STREET YARD WITH 6UNDERSTORY TREES AND19 EVERGREEN SHRUBS146 LF STREET YARD WITH 3CANOPY TREES AND 25EVERGREEN SHRUBS3-LI3-LIM3-LIM3-LIM3-RU5-IC3-RU3-RU10-IC3-RU3-RU5-IC3-RU3-RU5-IC3-RU3-RU13-IC3-RU3-RU13-IC3-RU2-AG3-RU3-RU3-RU3-RU3-RU3-RU3-RU3-RU5-IC2-RX2-RX3-RX3-RX3-RU3-RU5-IC3-RU20346821362011121522231-AR1-AR1-AR1-AR1-AR1-AR1-AR1-AR10' SIDEWALK WITH5' PLANTING STRIP5' SIDEWALK WITH5' PLANTING STRIP5' SIDEWALK WITH5' PLANTING STRIPSCREENEDUTILITY YARDBUFFER YARD PLANTINGS TOBE INSTALLED AT THE TIMEOF PARCEL 2 DEVELOPMENTBUFFER YARD PLANTINGS TOBE INSTALLED AT THE TIMEOF PARCEL 2 DEVELOPMENTBUFFER YARD PLANTINGS TOBE INSTALLED AT THE TIMEOF PARCEL 2 DEVELOPMENTPOCKET PARKW/ITH BENCHES &PICNIC TABLES3-RU10-IC3-RU3-LIM2-AG2-AG2-AG2-AG2-AG2-AG2-AGNO NEW TREES OR PROJECTEDCANOPY ALLOWED WITHIN 10' OFEXISTING/PROPOSED WATER & SEWERNAD 830SCALE 1"=30'60'30'735 Ninth StreetDurham, NC 27705p: 919. 286. 2575 f: 919. 286. 1906www.belkarchitecture.netARCHITECT OF RECORDThe professional services of the architect areundertaken for and are performed in the interestof the client listed below. No contractualobligation is assumed by the architect for thebenefit of any other party.© 2017, Belk ArchitectureSHEET CONTENTCLIENTPERMIT15 AUGUST17-MJV-01ScaleIssued ForDateProject No.Drawn by110/02/12 - Design ProgressionREVISIONSSITE CONSULTANTGENERAL CONTRACTOR2610 OAKLAND GREENSBORO, LLCc/o Octagon Partners126 Garrett StreetCharlottesville, VA 22902434 . 760 . 1549 pwww.octagonpartners.comTIMMONS GROUPNC License No. C-16528642 West Market St., Suite 136Greensboro, NC 27409336 . 662 . 0411 p336 . 662 . 0420 fwww.timmons.comSTRUCTURAL CONSULTANT212/07/12 - City Comments305/01/17 - Revised Amenity LayoutPROJECT TITLE & ADDRESSREDEVELOPMENT
2610 Oakland Ave.
Greensboro, NC 27403 KAYDOS-DANIELS ENGINEERS,PLLCAttn: Andrew Warnke400 W. Morgan St.Suite 201Raleigh, NC 27603919 . 600 . 0648 pwww.kaydos-daniels.comMOCK-JUDSON-
VOEHRINGER MILL411/28/18 - City Comments501/21/19 - City E&S Comments607/19/19 - City Comments & Utility Service UpdatesLANDSCAPEPLANL100JAC1" = 40'
ID Task Name Duration Start Finish % Complete Remaining Duration1Contract Milestones 383 days Mon 5/16/22 Wed 11/15/2378%85.37 days
2 Shell/Demo Building Permit Approved 5 days Mon 5/16/22 Fri 5/20/22 100%0 days
3 Unit Permits Approved 21 days Mon 6/20/22 Tue 7/19/22100%0 days
4 New Site Plan TRC Approval 71 days Mon 5/16/22 Tue 8/23/22100%0 days
5 Metal Decking Delivered 17 days Mon 5/16/22 Tue 6/7/22 100%0 days
6 First Delivery of Roofing Materials 5 days Wed 6/15/22 Tue 6/21/22100%0 days
7 Roof Drain Delivery Delay 5 days Mon 8/1/22 Fri 8/5/22 100%0 days
8 Roof Drain Design Delay 5 days Mon 8/8/22 Fri 8/12/22 100%0 days
9 Total Contract Milestone Delays 37 days Tue 9/26/23 Wed 11/15/230%37 days
10 Pre-Construction 213 days Mon 12/6/21 Fri 9/30/22 93%13.89 days
11 Contractor Selection 10 days Mon 12/6/21 Fri 12/17/21100%0 days
12 Contract Negotiation/Pricing to Release Long Lead Time Items10 days Mon 1/3/22 Fri 1/14/22 100%0 days
13 Release Long Lead Time Items 3 days Mon 12/6/21 Wed 12/8/21100%0 days
14 Final Drawings and VE 7 days Wed 4/20/22 Thu 4/28/22100%0 days
15 Final Pricing 15 days Wed 4/20/22 Tue 5/10/22100%0 days
16 Execute Contract and Release remaining items5 days Wed 5/11/22 Tue 5/17/22100%0 days
17 Fire Alarm Permit Review 30 days Wed 4/20/22 Fri 9/2/22 100%0 days
18 Fire Sprinkler Permit Review 30 days Mon 8/22/22 Fri 9/30/22 75%7.5 days
19 Mobilize for Construction 5 days Mon 5/23/22 Fri 5/27/22 100%0 days
20 Submittals 189 days Thu 2/3/22 Thu 10/27/2281%35.1 days
21 Storm Drain Material 15 days Tue 5/10/22 Mon 5/30/22100%0 days
22 Exterior Replica Windows 37 days Fri 6/24/22 Tue 8/16/22100%0 days
23 Rebar 10 days Fri 7/29/22 Thu 8/11/22100%0 days
24 Masonry Samples 5 days Mon 8/8/22 Fri 8/12/22 100%0 days
25 Interior Stairs R2 39 days Wed 6/29/22 Tue 8/23/22100%0 days
26 Countertops 20 days Fri 9/30/22 Thu 10/27/220%20 days
27 Interior Residential Trim 10 days Wed 5/18/22 Tue 5/31/220%10 days
28 Residential Common Area Doors , Frames and Hardware 32 days Mon 7/25/22 Wed 9/7/22100%0 days
29 Residential Interior Doors, Frames and Hardware33 days Fri 7/22/22 Wed 9/7/22100%0 days
30 Ceramic Tile 10 days Wed 5/18/22 Tue 5/31/220%10 days
31 Paint 10 days Wed 5/18/22 Tue 5/31/220%10 days
32 Residential Toilet Accessories 10 days Wed 5/18/22 Tue 5/31/220%10 days
33 Mail Boxes 10 days Tue 7/5/22 Mon 7/18/22100%0 days
34 Residential Window Blinds 35 days Thu 8/4/22 Thu 9/22/2250%17.5 days
35 Pool Shop Drawings 22 days Tue 8/23/22 Thu 9/22/2234%14.5 days
36 Millwork 30 days Thu 7/28/22 Thu 9/8/22 100%0 days
37 Fire Alarm Permit Drawings 30 days Fri 7/1/22 Fri 8/12/22 100%0 days
38 Roofing 21 days Mon 2/7/22 Mon 3/7/22 100%0 days
39 Fire Sprinkler Permit Drawings 30 days Mon 6/20/22 Fri 8/19/22 50%15 days
40 Residential Appliances 10 days Thu 6/30/22 Thu 7/14/22100%0 days
41 Residential Elevator 16 days Mon 6/27/22 Tue 7/19/22100%0 days
42 Plumbing Piping 10 days Wed 4/20/22 Tue 5/3/22 100%0 days
43 Residential Plumbing Fixtures R3 100 days Sun 5/1/22 Tue 9/20/2275%25 days
44 Fire Sprinkler Shop Drawings 10 days Fri 9/2/22 Fri 9/16/22 100%0 days
45 Residential HVAC Equipment 15 days Wed 4/20/22 Tue 5/10/22100%0 days
46 Heat Pump R2 58 days Tue 5/24/22 Fri 8/12/22 100%0 days
47 Ductwork 14 days Wed 7/20/22 Mon 8/8/22 100%0 days
48 Residential Light Fixtures 61 days Tue 6/28/22 Thu 9/22/2275%15.25 days
49 Residential Panels and Gear 17 days Fri 4/22/22 Mon 5/16/22100%0 days
50 Common Area Light Fixtures 61 days Tue 6/28/22 Thu 9/22/2275%15.25 days
51 Fire Alarm System 21 days Mon 4/11/22 Mon 5/9/22 100%0 days
52 Metal Roof Decking 21 days Thu 2/3/22 Thu 3/3/22 100%0 days
53 Structural Steel R2 37 days Fri 6/24/22 Tue 8/16/22100%0 days
54 Skylight Shop Drawings 15 days Fri 8/26/22 Fri 9/16/22 100%0 days
55 Fabrication and Delivery 249 days Fri 3/4/22 Thu 2/23/2320%198.46 days
56 Delay in storm material due to TRC changes 55 days Wed 8/24/22 Wed 11/9/220%55 days
57 Storm Drain Material 115 days Tue 5/31/22 Wed 11/9/2222%90 days
58 Exterior Windows 90 days Wed 8/17/22 Tue 12/27/220%90 days
59 Rebar 20 days Fri 8/12/22 Fri 9/9/22 30%14 days
60 Masonry 15 days Mon 8/15/22 Fri 9/2/22 50%7.5 days
61 Interior Stairs 55 days Wed 8/24/22 Wed 11/9/220%55 days
62 Countertops 75 days Fri 10/28/22 Wed 2/15/230%75 days
63 Metal Roof Decking 62 days Fri 3/4/22 Tue 6/7/22 100%0 days
64 Interior Residential Trim 15 days Wed 6/1/22 Tue 6/21/220%15 days
65 Residential Interior Doors, Frames and Hardware40 days Thu 9/8/22 Wed 11/2/220%40 days
66 Residential Common Area Doors , Frames and Hardware 60 days Thu 9/8/22 Fri 12/2/22 0%60 days
67 Ceramic Tile 25 days Wed 6/1/22 Wed 7/6/220%25 days
68 Paint 10 days Wed 6/1/22 Tue 6/14/220%10 days
69 Residential Toilet Accessories 75 days Wed 6/1/22 Thu 9/15/220%75 days
70 Mail Boxes 40 days Tue 7/19/22 Tue 9/13/22100%0 days
71 Residential Window Blinds 50 days Fri 9/23/22 Mon 12/5/220%50 days
72 Millwork 80 days Thu 9/1/22 Wed 12/28/2220%64 days
73 Roofing 100 days Tue 3/8/22 Tue 7/26/22100%0 days
74 Residential Appliances 60 days Fri 7/15/22 Fri 10/7/22 25%45 days
75 Residential Elevator 110 days Wed 7/20/22 Tue 12/27/220%110 days
76 Plumbing Piping 10 days Wed 5/4/22 Tue 5/17/2250%5 days
77 Residential Plumbing Fixtures 60 days Tue 8/30/22 Wed 12/7/2210%54 days
78 Fire Sprinkler Material 40 days Mon 9/19/22 Fri 11/11/220%40 days
79 Residential HVAC Equipment 150 days Wed 5/11/22 Mon 12/12/2225%112.5 days
80 Common Area HVAC Equipment 83 days Mon 8/15/22 Mon 12/12/2225%62.25 days
81 Ductwork 40 days Tue 8/9/22 Tue 10/4/2240%24 days
82 Residential Light Fixtures 60 days Fri 9/23/22 Mon 12/19/220%60 days
83 Residential Panels and Gear 168 days Tue 5/17/22 Fri 1/13/23 25%126 days
84 Common Area Light Fixtures 60 days Fri 9/23/22 Mon 12/19/220%60 days
85 Fire Alarm System 80 days Tue 5/10/22 Tue 8/30/2213%70 days
86 Structural Steel 60 days Wed 8/17/22 Wed 11/9/2220%48 days
87 Skylight 110 days Mon 9/19/22 Thu 2/23/230%110 days
88 Shell Construction 354 days Tue 5/31/22 Fri 10/20/2345%195.14 days
89 Asbestos Abatement 30 days Tue 5/31/22 Mon 7/11/22100%0 days
90 Balance of Demolition 81 days Mon 6/27/22 Tue 10/18/2250%40.5 days
91 Roof Decking Demolition 20 days Mon 6/13/22 Mon 7/11/22100%0 days
92 1st Floor In Fill and Topping slabs 20 days Thu 2/16/23 Wed 3/15/230%20 days
93 Wood Structure Demolition and Repairs 30 days Mon 8/1/22 Mon 9/12/22100%0 days
94 2nd Floor In Fill and Topping Slabs 5 days Mon 9/12/22 Fri 9/16/22 0%5 days
95 Install New Roof Decking 20 days Mon 6/20/22 Mon 7/18/22100%0 days
96 Roof Drain Delivery Delay 25 days Tue 6/28/22 Tue 8/2/22 100%0 days
97 Roof Drain Design Delay 5 days Mon 8/8/22 Fri 8/12/22 100%0 days
98 Roofing 34 days Mon 8/15/22 Fri 9/30/22 90%3.4 days
99 Elevator Shaft Framing and Drywall 15 days Mon 10/3/22 Fri 10/21/220%15 days
100 Install Elevator 10 days Wed 12/28/22 Tue 1/10/230%10 days
101 Stairwell Framing and Drywall 15 days Wed 12/7/22 Thu 12/29/220%15 days
102 Install Stairs 10 days Thu 11/17/22 Fri 12/2/22 0%10 days
103 Refurbish and Install New Exterior Windows 90 days Thu 11/10/22 Fri 3/31/23 25%67.5 days
104 Install Window Protection 10 days Mon 10/9/23 Fri 10/20/230%10 days
105 Building Dry In 0 days Fri 3/31/23 Fri 3/31/23 0%0 days
106 Exterior Masonry Repairs 65 days Tue 8/23/22 Tue 11/22/2215%55.25 days
107 Skylight Install 30 days Fri 2/24/23 Thu 4/6/23 0%30 days
108 Final Painting 5 days Wed 1/11/23 Tue 1/17/230%5 days
109 Site Work 235 days Thu 9/29/22 Fri 9/1/23 0%235 days
110 Install Temp Dewatering 10 days Mon 10/3/22 Fri 10/14/220%10 days
111 Rough Grading 30 days Thu 9/29/22 Wed 11/9/220%30 days
112 Storm Drainage and Utilities 80 days Thu 11/10/22 Tue 3/7/23 0%80 days
113 Fine Grading 30 days Wed 3/8/23 Wed 4/19/230%30 days
114 Site Lighting Conduit 15 days Wed 3/8/23 Tue 3/28/230%15 days
115 Curb and Guter 20 days Thu 4/20/23 Wed 5/17/230%20 days
116 Sidewalks and Ramps 20 days Thu 5/18/23 Thu 6/15/230%20 days
117 Stone Base 15 days Fri 6/16/23 Fri 7/7/23 0%15 days
118 Dog Wash/Pump Room 45 days Mon 2/6/23 Mon 4/10/230%45 days
119 Pool 45 days Mon 3/20/23 Mon 5/22/230%45 days
120 Asphalt Paving 15 days Mon 7/10/23 Fri 7/28/23 0%15 days
121 Site Lights 15 days Mon 7/31/23 Fri 8/18/23 0%15 days
122 Beach Volleyball Area 25 days Tue 5/23/23 Tue 6/27/230%25 days
123 Landscaping 10 days Mon 8/21/23 Fri 9/1/23 0%10 days
124 1st Floor Construction 339 days Fri 6/24/22 Wed 10/25/235%321.58 days
125 Area C - West Side 329 days Mon 7/11/22 Wed 10/25/234%315.68 days
126 Saw Cut and Remove Concrete for below Slab RI 10 days Mon 7/11/22 Thu 8/4/22 100%0 days
127 Below Slab RI 15 days Fri 10/21/22 Fri 11/11/220%15 days
128 Below Slab Inspections 3 days Fri 11/11/22 Wed 11/16/220%3 days
129 Back Fill And Prep Trenches 5 days Wed 11/9/22 Wed 11/16/220%5 days
130 Pour Trenches 2 days Wed 11/16/22 Fri 11/18/220%2 days
131 Corridor Wall Framing 5 days Mon 3/6/23 Fri 3/10/23 0%5 days
132 Install Corridor Frames 2 days Mon 3/13/23 Tue 3/14/230%2 days
133 Misc. Drywall for Rating and Demising Wall Framing 4 days Wed 3/15/23 Mon 3/20/230%4 days
134 Interior Unit Wall Framing 15 days Tue 3/21/23 Tue 4/11/230%15 days
135 In Wall Plumbing RI 15 days Wed 4/12/23 Tue 5/2/23 0%15 days
136 In Wall HVAC RI 10 days Wed 5/3/23 Tue 5/16/230%10 days
137 Sprinkler RI 10 days Wed 5/17/23 Wed 5/31/230%10 days
138 IN Wall Electrical RI 20 days Thu 6/1/23 Wed 6/28/230%20 days
139 HVAC Ductwork 2 days Wed 8/9/23 Thu 8/10/230%2 days
140 In Wall/Ceiling Inspections 3 days Thu 6/29/23 Mon 7/3/23 0%3 days
141 Hang Drywall 10 days Wed 7/5/23 Tue 7/18/230%10 days
142 Finish Drywall 12 days Wed 7/12/23 Thu 7/27/230%12 days
143 Prime Painting 8 days Fri 7/28/23 Tue 8/8/23 0%8 days
144 Wood Base 8 days Thu 9/7/23 Mon 9/18/230%8 days
145 Install Doors and Frames 5 days Wed 8/9/23 Tue 8/15/230%5 days
146 HVAC Unit Start Up 3 days Tue 9/19/23 Thu 9/21/230%3 days
147 Install Electrical Devices 5 days Wed 8/9/23 Tue 8/15/230%5 days
148 Install Light Fixtures 5 days Wed 8/16/23 Tue 8/22/230%5 days
149 Flooring 10 days Wed 8/9/23 Tue 8/22/230%10 days
150 Install Cabinets 10 days Wed 8/23/23 Wed 9/6/230%10 days
151 Install Counter Tops 5 days Thu 9/7/23 Wed 9/13/230%5 days
152 Install Plumbing Fixtures 10 days Thu 9/14/23 Wed 9/27/230%10 days
153 Final Painting 5 days Thu 9/28/23 Wed 10/4/230%5 days
154 Install Closet Shelving 5 days Thu 10/5/23 Wed 10/11/230%5 days
155 Install Appliances 5 days Thu 10/5/23 Wed 10/11/230%5 days
156 Install FA Devices 5 days Thu 10/5/23 Wed 10/11/230%5 days
157 Install Cover Plates 5 days Thu 10/5/23 Wed 10/11/230%5 days
158 Final Cleaning and Punch List 10 days Thu 10/12/23 Wed 10/25/230%10 days
159 Area B - Middle 315 days Fri 6/24/22 Thu 9/21/235%299.07 days
160 Saw Cut and Remove Concrete for below Slab RI 10 days Fri 6/24/22 Thu 8/11/22100%0 days
161 Below Slab RI 15 days Fri 9/30/22 Fri 10/21/2220%12 days
162 Below Slab Inspections 3 days Fri 10/21/22 Wed 10/26/220%3 days
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
75%
100%
100%
100%
100%
100%
100%
100%
100%
100%
50%
34%
100%
100%
50%
100%
100%
100%
100%
100%
100%
100%
75%
100%
75%
100%
100%
100%
100%
30%
50%
100%
100%
100%
25%
50%
10%
25%
40%
13%
100%
50%
100%
100%
100%
100%
90%
0%
Building Dry In
100%
100%
12/19 12/26 1/2 1/9 1/16 1/23 1/30 2/6 2/13 2/20 2/27 3/6 3/13 3/20 3/27 4/3 4/10 4/17 4/24 5/1 5/8 5/15 5/22 5/29 6/5 6/12 6/19 6/26 7/3 7/10 7/17 7/24 7/31 8/7 8/14 8/21 8/28 9/4 9/11 9/18 9/25 10/2 10/9 10/16 10/23 10/30 11/6 11/13 11/20 11/27 12/4 12/11 12/18 12/25 1/1 1/8 1/15 1/22 1/29 2/5 2/12 2/19 2/26 3/5 3/12 3/19 3/26 4/2 4/9 4/16 4/23 4/30 5/7 5/14 5/21 5/28 6/4 6/11 6/18 6/25 7/2 7/9 7/16 7/23 7/30 8/6 8/13 8/20 8/27 9/3 9/10 9/17 9/24 10/1 10/8 10/15 10/22 10/29 11/5 11/12 11/19JanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovemberDecemberJanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovember
Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Path Driving Predecessor Milestone Task Path Driving Predecessor Summary Task Path Driving Predecessor Normal Task Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline
Mock Judson Mill Contract Schedule 9.29.22
Page 1
ID Task Name Duration Start Finish % Complete Remaining Duration163Back Fill And Prep Trenches 5 days Wed 10/19/22 Wed 10/26/220%5 days
164 Pour Trenches 2 days Wed 10/26/22 Fri 10/28/220%2 days
165 Corridor Wall Framing 5 days Mon 2/6/23 Fri 2/10/23 0%5 days
166 Install Corridor Frames 2 days Mon 2/13/23 Tue 2/14/230%2 days
167 Misc. Drywall for Rating and Demising Wall Framing 4 days Mon 2/13/23 Thu 2/16/230%4 days
168 Interior Unit Wall Framing 15 days Mon 2/13/23 Fri 3/3/23 0%15 days
169 In Wall Plumbing RI 15 days Mon 3/6/23 Fri 3/24/23 0%15 days
170 In Wall HVAC RI 10 days Mon 3/27/23 Mon 4/10/230%10 days
171 Sprinkler RI 10 days Tue 4/11/23 Mon 4/24/230%10 days
172 IN Wall Electrical RI 20 days Tue 4/25/23 Mon 5/22/230%20 days
173 HVAC Ductwork 10 days Thu 7/6/23 Wed 7/19/230%10 days
174 In Wall/Ceiling Inspections 3 days Tue 5/23/23 Thu 5/25/230%3 days
175 Hang Drywall 12 days Fri 5/26/23 Tue 6/13/230%12 days
176 Finish Drywall 12 days Wed 6/7/23 Thu 6/22/230%12 days
177 Prime Painting 8 days Fri 6/23/23 Wed 7/5/230%8 days
178 Wood Base 8 days Thu 8/3/23 Mon 8/14/230%8 days
179 Install Doors and Frames 5 days Thu 7/6/23 Wed 7/12/230%5 days
180 HVAC Unit Start Up 3 days Tue 8/15/23 Thu 8/17/230%3 days
181 Install Electrical Devices 5 days Thu 7/6/23 Wed 7/12/230%5 days
182 Install Light Fixtures 5 days Thu 7/13/23 Wed 7/19/230%5 days
183 Flooring 10 days Thu 7/6/23 Wed 7/19/230%10 days
184 Install Cabinets 10 days Thu 7/20/23 Wed 8/2/230%10 days
185 Install Counter Tops 5 days Thu 8/3/23 Wed 8/9/230%5 days
186 Install Plumbing Fixtures 10 days Thu 8/10/23 Wed 8/23/230%10 days
187 Final Painting 5 days Thu 8/24/23 Wed 8/30/230%5 days
188 Install Closet Shelving 5 days Thu 8/31/23 Thu 9/7/23 0%5 days
189 Install Appliances 5 days Thu 8/31/23 Thu 9/7/23 0%5 days
190 Install FA Devices 5 days Thu 8/31/23 Thu 9/7/23 0%5 days
191 Install Cover Plates 5 days Thu 8/31/23 Thu 9/7/23 0%5 days
192 Final Cleaning and Punch List 10 days Fri 9/8/23 Thu 9/21/230%10 days
193 Area A - East Side 283 days Fri 7/1/22 Mon 8/14/236%265.24 days
194 Saw Cut and Remove Concrete for below Slab RI 10 days Fri 7/1/22 Mon 8/8/22 100%0 days
195 Below Slab RI 15 days Wed 9/28/22 Tue 10/18/2240%9 days
196 Below Slab Inspections 3 days Wed 10/19/22 Fri 10/21/220%3 days
197 Back Fill And Prep Trenches 5 days Mon 10/17/22 Fri 10/21/220%5 days
198 Pour Trenches 2 days Mon 10/24/22 Tue 10/25/220%2 days
199 Corridor Wall Framing 5 days Tue 1/3/23 Mon 1/9/23 0%5 days
200 Install Corridor Frames 2 days Tue 1/10/23 Wed 1/11/230%2 days
201 Misc. Drywall for Rating and Demising Wall Framing 4 days Thu 1/12/23 Tue 1/17/230%4 days
202 Interior Unit Wall Framing 13 days Wed 1/18/23 Fri 2/3/23 0%13 days
203 In Wall Plumbing RI 15 days Mon 2/6/23 Fri 2/24/23 0%15 days
204 In Wall HVAC RI 10 days Mon 2/27/23 Fri 3/10/23 0%10 days
205 Sprinkler RI 10 days Mon 3/13/23 Fri 3/24/23 0%10 days
206 IN Wall Electrical RI 20 days Mon 3/27/23 Mon 4/24/230%20 days
207 In Wall/Ceiling Inspections 3 days Tue 4/25/23 Thu 4/27/230%3 days
208 Hang Drywall 12 days Fri 4/28/23 Mon 5/15/230%12 days
209 Finish Drywall 12 days Tue 5/9/23 Wed 5/24/230%12 days
210 Prime Painting 8 days Thu 5/25/23 Tue 6/6/23 0%8 days
211 HVAC Ductwork 10 days Wed 6/7/23 Tue 6/20/230%10 days
212 Install Doors and Frames 5 days Thu 7/6/23 Wed 7/12/230%5 days
213 Install Electrical Devices 5 days Wed 6/28/23 Wed 7/5/230%5 days
214 Flooring 10 days Wed 6/7/23 Tue 6/20/230%10 days
215 Install Light Fixtures 5 days Wed 6/21/23 Tue 6/27/230%5 days
216 Install Cabinets 10 days Wed 6/7/23 Tue 6/20/230%10 days
217 Wood Base 8 days Wed 6/7/23 Fri 6/16/23 0%8 days
218 Install Counter Tops 5 days Wed 6/21/23 Tue 6/27/230%5 days
219 Install Plumbing Fixtures 10 days Wed 6/28/23 Wed 7/12/230%10 days
220 HVAC Unit Start Up 3 days Thu 7/13/23 Mon 7/17/230%3 days
221 Final Painting 5 days Tue 7/18/23 Mon 7/24/230%5 days
222 Install Closet Shelving 5 days Tue 7/25/23 Mon 7/31/230%5 days
223 Install Appliances 5 days Tue 7/25/23 Mon 7/31/230%5 days
224 Install FA Devices 5 days Tue 7/25/23 Mon 7/31/230%5 days
225 Install Cover Plates 5 days Tue 7/25/23 Mon 7/31/230%5 days
226 Final Cleaning and Punch List 10 days Tue 8/1/23 Mon 8/14/230%10 days
227 2nd Floor Construction 296 days Fri 9/16/22 Wed 11/15/231%294.06 days
228 Area C - West Side 198 days Fri 9/16/22 Wed 6/28/232%193.88 days
229 Corridor Wall Framing 5 days Fri 9/16/22 Thu 9/22/2225%3.75 days
230 Install Corridor Frames 4 days Mon 12/5/22 Thu 12/8/220%4 days
231 Misc. Drywall for Rating and Demising Wall Framing 4 days Fri 10/7/22 Wed 10/12/22 0%4 days
232 Interior Unit Wall Framing 16 days Tue 10/25/22 Tue 11/15/2225%12 days
233 In Wall Plumbing RI 15 days Wed 11/16/22 Thu 12/8/220%15 days
234 In Wall HVAC RI 10 days Fri 12/9/22 Thu 12/22/220%10 days
235 Sprinkler RI 10 days Tue 12/27/22 Mon 1/9/23 0%10 days
236 IN Wall Electrical RI 20 days Tue 1/10/23 Mon 2/6/23 0%20 days
237 In Wall/Ceiling Inspections 3 days Tue 2/7/23 Thu 2/9/23 0%3 days
238 Hang Drywall 12 days Fri 2/10/23 Mon 2/27/230%12 days
239 Finish Drywall 12 days Tue 2/21/23 Wed 3/8/230%12 days
240 Flooring 10 days Tue 3/21/23 Mon 4/3/23 0%10 days
241 Install Counter Tops 10 days Wed 4/19/23 Tue 5/2/23 0%10 days
242 Prime Painting 8 days Thu 3/9/23 Mon 3/20/230%8 days
243 Install Plumbing Fixtures 10 days Wed 5/3/23 Tue 5/16/230%10 days
244 HVAC Ductwork 2 days Tue 3/21/23 Wed 3/22/230%2 days
245 Install Light Fixtures 5 days Tue 4/4/23 Tue 4/11/230%5 days
246 Wood Base 8 days Tue 4/4/23 Fri 4/14/23 0%8 days
247 Install Electrical Devices 10 days Tue 3/21/23 Mon 4/3/23 0%10 days
248 Install Cabinets 10 days Tue 4/4/23 Tue 4/18/230%10 days
249 HVAC Unit Start Up 3 days Mon 4/17/23 Wed 4/19/230%3 days
250 Install Doors and Frames 5 days Tue 3/21/23 Mon 3/27/230%5 days
251 Final Painting 10 days Wed 5/17/23 Wed 5/31/230%10 days
252 Install Closet Shelving 10 days Thu 6/1/23 Wed 6/14/230%10 days
253 Install Appliances 10 days Thu 6/1/23 Wed 6/14/230%10 days
254 Install FA Devices 10 days Thu 6/1/23 Wed 6/14/230%10 days
255 Install Cover Plates 10 days Thu 6/1/23 Wed 6/14/230%10 days
256 Final Cleaning and Punch List 10 days Thu 6/15/23 Wed 6/28/230%10 days
257 Area B - Middle 198 days Fri 9/23/22 Thu 7/6/23 0%198 days
258 Corridor Wall Framing 5 days Fri 9/23/22 Thu 9/29/220%5 days
259 Install Corridor Frames 4 days Fri 12/9/22 Wed 12/14/220%4 days
260 Misc. Drywall for Rating and Demising Wall Framing 4 days Thu 10/13/22 Tue 10/18/220%4 days
261 Interior Unit Wall Framing 15 days Wed 11/16/22 Thu 12/8/220%15 days
262 In Wall Plumbing RI 15 days Fri 12/9/22 Mon 1/2/23 0%15 days
263 In Wall HVAC RI 10 days Tue 1/3/23 Mon 1/16/230%10 days
264 Sprinkler RI 10 days Tue 1/17/23 Mon 1/30/230%10 days
265 IN Wall Electrical RI 20 days Tue 1/31/23 Mon 2/27/230%20 days
266 In Wall/Ceiling Inspections 3 days Tue 2/28/23 Thu 3/2/23 0%3 days
267 Hang Drywall 12 days Fri 3/3/23 Mon 3/20/230%12 days
268 Finish Drywall 12 days Tue 3/14/23 Wed 3/29/230%12 days
269 Flooring 10 days Wed 4/12/23 Tue 4/25/230%10 days
270 Install Counter Tops 10 days Wed 5/10/23 Tue 5/23/230%10 days
271 Prime Painting 8 days Thu 3/30/23 Tue 4/11/230%8 days
272 Install Plumbing Fixtures 10 days Wed 5/24/23 Wed 6/7/230%10 days
273 HVAC Ductwork 10 days Wed 4/26/23 Tue 5/9/23 0%10 days
274 Install Light Fixtures 10 days Wed 5/10/23 Tue 5/23/230%10 days
275 Wood Base 8 days Wed 4/26/23 Fri 5/5/23 0%8 days
276 Install Electrical Devices 5 days Wed 4/12/23 Tue 4/18/230%5 days
277 Install Cabinets 10 days Wed 4/26/23 Tue 5/9/23 0%10 days
278 HVAC Unit Start Up 3 days Mon 5/8/23 Wed 5/10/230%3 days
279 Install Doors and Frames 10 days Wed 5/10/23 Tue 5/23/230%10 days
280 Final Painting 10 days Wed 5/24/23 Wed 6/7/230%10 days
281 Install Closet Shelving 10 days Thu 6/8/23 Wed 6/21/230%10 days
282 Install Appliances 10 days Thu 6/8/23 Wed 6/21/230%10 days
283 Install FA Devices 10 days Thu 6/8/23 Wed 6/21/230%10 days
284 Install Cover Plates 10 days Thu 6/8/23 Wed 6/21/230%10 days
285 Final Cleaning and Punch List 10 days Thu 6/22/23 Thu 7/6/23 0%10 days
286 Area A - East Side 208 days Fri 9/30/22 Thu 7/27/230%208 days
287 Corridor Wall Framing 5 days Fri 9/30/22 Thu 10/6/220%5 days
288 Install Corridor Frames 4 days Thu 12/15/22 Tue 12/20/220%4 days
289 Misc. Drywall for Rating and Demising Wall Framing 4 days Wed 10/19/22 Mon 10/24/22 0%4 days
290 Interior Unit Wall Framing 15 days Fri 12/9/22 Mon 1/2/23 0%15 days
291 In Wall Plumbing RI 15 days Tue 1/3/23 Mon 1/23/230%15 days
292 In Wall HVAC RI 10 days Tue 1/24/23 Mon 2/6/23 0%10 days
293 Sprinkler RI 10 days Tue 2/7/23 Mon 2/20/230%10 days
294 IN Wall Electrical RI 20 days Tue 2/21/23 Mon 3/20/230%20 days
295 In Wall/Ceiling Inspections 3 days Tue 3/21/23 Thu 3/23/230%3 days
296 Hang Drywall 12 days Fri 3/24/23 Tue 4/11/230%12 days
297 Finish Drywall 12 days Tue 4/4/23 Thu 4/20/230%12 days
298 Flooring 10 days Tue 2/7/23 Mon 2/20/230%10 days
299 Install Counter Tops 10 days Thu 6/1/23 Wed 6/14/230%10 days
300 Prime Painting 8 days Fri 4/21/23 Tue 5/2/23 0%8 days
301 Install Plumbing Fixtures 10 days Thu 6/1/23 Wed 6/14/230%10 days
302 HVAC Ductwork 10 days Wed 5/3/23 Tue 5/16/230%10 days
303 Install Light Fixtures 10 days Wed 5/17/23 Wed 5/31/230%10 days
304 Wood Base 8 days Fri 4/21/23 Tue 5/2/23 0%8 days
305 Install Electrical Devices 10 days Wed 5/3/23 Tue 5/16/230%10 days
306 Install Cabinets 10 days Wed 5/17/23 Wed 5/31/230%10 days
307 HVAC Unit Start Up 3 days Wed 5/17/23 Fri 5/19/23 0%3 days
308 Install Doors and Frames 10 days Wed 5/3/23 Tue 5/16/230%10 days
309 Final Painting 10 days Thu 6/15/23 Wed 6/28/230%10 days
310 Install Closet Shelving 10 days Thu 6/29/23 Thu 7/13/230%10 days
311 Install Appliances 10 days Thu 6/29/23 Thu 7/13/230%10 days
312 Install FA Devices 10 days Thu 6/29/23 Thu 7/13/230%10 days
313 Install Cover Plates 10 days Thu 6/29/23 Thu 7/13/230%10 days
314 Final Cleaning and Punch List 10 days Fri 7/14/23 Thu 7/27/230%10 days
315 Final Inpections 15 days Thu 10/26/23 Wed 11/15/230%15 days
316 Project Complete 0 days Wed 11/15/23Wed 11/15/230%0 days
0%
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0%
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0%
11/15
12/19 12/26 1/2 1/9 1/16 1/23 1/30 2/6 2/13 2/20 2/27 3/6 3/13 3/20 3/27 4/3 4/10 4/17 4/24 5/1 5/8 5/15 5/22 5/29 6/5 6/12 6/19 6/26 7/3 7/10 7/17 7/24 7/31 8/7 8/14 8/21 8/28 9/4 9/11 9/18 9/25 10/2 10/9 10/16 10/23 10/30 11/6 11/13 11/20 11/27 12/4 12/11 12/18 12/25 1/1 1/8 1/15 1/22 1/29 2/5 2/12 2/19 2/26 3/5 3/12 3/19 3/26 4/2 4/9 4/16 4/23 4/30 5/7 5/14 5/21 5/28 6/4 6/11 6/18 6/25 7/2 7/9 7/16 7/23 7/30 8/6 8/13 8/20 8/27 9/3 9/10 9/17 9/24 10/1 10/8 10/15 10/22 10/29 11/5 11/12 11/19JanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovemberDecemberJanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovember
Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Path Driving Predecessor Milestone Task Path Driving Predecessor Summary Task Path Driving Predecessor Normal Task Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline
Mock Judson Mill Contract Schedule 9.29.22
Page 2

LETTER OF APPROVAL
September 14, 2022

Matt Honeycutt
MJ Owner, LLC
300 Blackwood St.
Durham, NC 27701

RE: Project Name: Mock Judson Voehringer Mill
Address: 2610 Oakland Ave.
Greensboro, NC 27403
36.06200045, -79.835003

Grading Permit: 3105 Disturbed Acreage: 5.67

Dear Mr. Honeycutt,

This office has reviewed the subject erosion and sedimentation control plan. We find
the plan to be acceptable and that requirements have been met to issue a grading
permit. The enclosed grading permit must be posted at the job site. This plan approval
shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, as is required by Title 15A NCAC 4B .0129.

As of April 1, 2019, all new construction activities are required to complete and submit
an electronic Notice of Intent (NOI) form requesting a Certificate of Coverage (COC)
under the NCG010000 Construction Stormwater General Permit. After the form is
reviewed and found to be complete, you will receive a link with payment instructions
for the $100 annual permit fee. After the fee is received, you will receive the COC via
email. You must obtain the COC prior to commencement of any land disturbing
activity. The NOI form may be accessed at deq.nc.gov/NCG01. Please direct questions
about the NOI form to the Stormwater Program staff in the Raleigh central office. If the
owner/operator of this project changes in the future, the new responsible party is
required to apply for his/her own COC.

Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following
documentation be kept on file at the job site:

1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.

Letter of Approval
Grading Permit: 3105
9/14/2022
Page 2 of 2

Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.

North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of
1973 (North Carolina General Statute 113A-51 through 66), this office may require
revisions to the plan and implementation of the revisions to insure compliance with the
Act.

Acceptance and approval of this plan is conditioned upon your compliance with
Federal, State and local water quality laws, regulations, ordinances and rules. This
approval does not supersede any other permit or approval.

Please note that this approval is based in part on the accuracy of the information
provided in the Financial Responsibility Form, which you provided. You are requested
to file an amended form if there is any change in the information included on the form.

Your cooperation is appreciated.

Sincerely,

Cass A. Heaton
Erosion and Sediment Control
City of Greensboro

Enclosures: NCG01 Fact Sheet
City of Greensboro Grading Permit

cc: Timmons Group
File