25009_East Side Truck Svc_EMP_20220324

NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN
This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Program at the direction of a Brownfields project manager.
The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the demolition and construction at Brownfields properties in an
effort to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory -compliant
decision -making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development -related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the resultant EMP to be valid for use, it
must be completed, reviewed by the program, signed by all parties working on the project,
and approved by the Brownfields project manager. Failure to comply with the requirements of
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be
cause for a reopener
So that the EMP provides value in protecting brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing these steps is premature.
® Site sampling and assessment that meets Brownfields' objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.
® Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.
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Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:
© A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.
® A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.
® Site grading plans that include a cut and fill analysis.
❑ A figure showing the proposed location and depth of impacted soil that would remain
on site after construction grading.
❑ Any necessary permits for redevelopment (i.e. demolition, etc.).
® A detailed construction schedule that includes timing and phases of construction.
® Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.
® Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.
® A full final grade sampling and analysis plan, if the redevelopment plan is final.
❑ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
brownfields approval.
❑ Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation to the Brownfields Property.
® A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Program Guidelines.
❑ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
❑ If a Vapor Mitigation System is required by the Brownfields Program, the Vapor
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.
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Date:2/14/2022
GENERAL INFORMATION
Revision Date (if applicable): 3/18/2022
Brownfields Assigned Project Name: East Side Trucking Service
Brownfields Project Number: 25009-21-026
Brownfields Property Address: 520 Judson Church Road, Fayetteville NC
Brownfields Property Area (acres): 3.39
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): Naman Judson LLC.
Contact Person: Nick Patel
Phone Numbers: Office: 843-669-0855 Mobile: [phone]
Email: [e-mail]
Contractor for PD: MB Kahn Construction
Contact Person: Chester Grider
Phone Numbers: Office: 803 227-5251 Mobile: [phone]
Email: [e-mail]
Environmental Consultant: Atlantic Shores Environmental Services, Ltd.
Contact Person: Cheryl Moody
Phone Numbers: Office: 910-371-5980
Email: [e-mail]
Brownfields Program Project Manager: Stephanie Graham
Phone Numbers: Office: 704-235-2195
Email: [e-mail]
Mobile: [phone]
Mobile: Click or tap here to enter text.
Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
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Hazardous Waste, Solid Waste):
_ncK or iap nere io enter text.
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Written advance Notification Times to Brownfields Project Manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsitetask:
On -site assessment or remedial activities: .................................................... 10 days Prior
Construction or grading start: .......................................................................... 10 days Prior
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ................................................................................ Within 48 hours
Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones): ................................... Within 48 hours
Installation of mitigation systems: ................................................................ 10 days Prior
Other notifications as required by local, state or federal agencies toimplement redevelopment
activities:(asapplicable):................................................................................. Within 30 days
REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
❑Residential ❑Recreational ❑Institutional ©Commercial ❑Office ❑Retail ❑ Industrial
© Other specify:
Hotel
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 site is being redeveloped into Springhill Suites Hotel. The hotel will encompass 64,733 square-
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feet and stand approximately 65 feet tall. The hotel will consist of 119 rooms and 126 parking
paved spaces. A storm water detention pond will be constructed to manage storm water from the
site. There are currently no structures on the site with the exception of a slab foundation and a
potable well. The slab will be removed and the well will be abandoned by a North Carolina certified
well driller when the on -site monitoring wells are being abandoned.
4) Do plans include demolition of structures)?:
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.
5) Are sediment and erosion control measures required by federal, state, or local regulations?
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk -based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
❑ Residential ® Non -Residential or Industrial/Commercial
7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 4/1/2022
b) Anticipated duration (specify activities during each phase):
18 months
c) Additional phases planned? ❑ Yes ❑ No
If yes, specify the start date and/or activities if known:
Start Date: NA
Planned Activity:
• No phases are planned. Cannot electronically check "No" in the document
See attached construction schedule
Start Date: Click or tap to enter a date.
Planned Activity:
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Click or tap here to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tan harp 4 mot
d) Provide the planned date of occupancy for new buildings: 4/1/2023
CONTAMINATED MEDIA
1) Contaminated Media on the Brownfields Property
Part 1. Soil: .............................................................. © Yes ❑ No ❑ Suspected
Part 2. Groundwater: ............................................ © Yes ❑ No ❑ Suspected
Part 3. Surface Water: ..........................................
❑ Yes
© No
❑ Suspected
Part 4. Sediment: ...................................................
❑ Yes
© No
❑ Suspected
Part 5. Soil Vapor: ..................................................
© Yes
❑ No
❑ Suspected
Part 6. Sub -Slab Soil Vapor: ..................................
❑ Yes
❑ No
❑ Suspected
Part 7. Indoor Air: ................................................... ❑ Yes ❑ No ❑ Suspected
2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.
PART 1. Soil — Please fill out the information below, using detailed site plans, if available, or estimate
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure
overlaying new construction onto figure showing contaminated soil and groundwater locations.
1) Known or suspected contaminants in soil (list general groups of contaminants):
ASE data - VOCs and metals - Toluene, Total xylene, m&p xylene, chloromethane, arsenic and
hexavalent chromium.
WithersRavenel data - Chromium, Lead, PCE, C9-C22 Aromatics
2) Depth of known or suspected contaminants (feet):
1.5 — 4 feet below ground level
10 feet for Chloromethane
3) Area of soil disturbed by redevelopment (square feet):
Entire site
4) Depths of soil to be excavated (feet):
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0-5.2 feet (storm water pond is deepest excavation)
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
2,461— to be reused on site under impervious areas. This soil will be used under the parking lot
and not in the footprint of the building.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
2,461
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
No export is anticipated
Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... HYes ❑ No
H If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
Historic data indicates that a release occurred from or in the vicinity of a former on -site
AST. Brake cleaner or other chlorinated cleaners were used on site. Tetrachloroethylene
has been identified in both soil and groundwater at this location. Groundwater impacts
have been identified at a distance from the source. According to a September 2020
WithersRavenel report approximately 18.5 tons of impacted soil was removed from the
source area. Groundwater flow from this area is away from the proposed hotel and
contaminated groundwater is located approximately 85 feet west of the proposed hotel.
H If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the
North Carolina Contained -In Policy? ................................................. ❑ Yes H No
b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS
THE CONTAINED -OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA
CONTAINED -IN POLICYTHE SOIL MAY NOT BE RE -USED ON SITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE? .................................... ❑ Yes H No
❑ If yes, mark reason(s) why below (and include pertinent analytical results).
❑ Ignitability Click or tap here to enter text.
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❑ Corrosivity Click or tap here to enter text.
❑ Reactivity Click or tap here to enter text.
❑ Toxicity Click or tap here to enter text.
❑ TCLP results "lick or tap here to enter text.
❑ Rule of 20 results (20 times total analytical results for an individual
hazardous constituent on TCLP list cannot, by test method, exceed regulatory
TCLP standard)
LAICK or tap nere 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 MAYNOT BE RE -USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
❑ Preliminary Health -Based Residential SRGs
© Preliminary Health -Based Industrial/Commercial SRGs
© Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
'< or tap here to enter text.
Additional comments:
-.. �_._ I-_.._ _tor tout
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:
uIcK or tap nere to enter teh
❑ Manage soil under impervious cap ❑ or clean fill ❑
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® Describe cap or fill:
The site soils will be capped by buildings, hardscape or six inches of clean fill.
❑ 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 betaken 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:
Field Screening of site soil
® 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:
Soil Sample Collection
® Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
If undocumented impacts are identified during the grading or other earth moving
activities, the removed impacted material will be stockpiled on site until characterization
of the material can occur. 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. If the soils are not considered
hazardous by the rule of 20, the soil may be reused on site under the parking lot pavement
cap.
The known impacted soil under the existing slab will be excavated, along with impacted
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material that may be identified during grading activities. Confirmatory soil samples will
be collected from the base and sidewalls of any impacted soil excavation at the site.
❑ No, explain rationale:
If soil samples are collected for analysis, please check the applicable chemical analytes:
© Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® 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
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
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:
-lick or tap here to enter text.
© Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes
below (Check all thatapply):
© Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
© Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
Method 6020/7471.
❑ Pesticides: Specify Analytical Method Number(s):
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Click or tap here to enter tee.
❑ 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
Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, a work plan for
final grade sampling may be submitted under separate cover.
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
immediately be placed on ice. The samples will be analyzed for VOC, SVCS and RCRA 8
metals including hex chrome.
❑ If final grade sampling was NOT selected please explain rationale:
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?
1,741 cubic yards
3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range
of depths, please list the range.)
0-5 feet
4) Provide the source of fill, including: location, site history, nearby environmental concerns,
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etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
The source of the fill is to be determined but will come from a North Carolina permitted quarry,
from virgin material. 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. Soil sampling
of the material will be conducted and DEQ approval will be obtained prior to import. The
material will come from a location that does not accept yard waste.
5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use atthe Brownfields property.
Sample(s) will be collected from the borrow pit prior to import fill. Amendment sample(s) will be
collected from the facility immediately prior to import of the material. If not virgin material from
a pre -approved quarry, 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
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.):
Hexavalent Chromium Method 7199
7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in -situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
The import location for this project are to be determined. However, 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 (Amendment will include herbicides and pesticides). The discrete sample will
be analyzed for VOCs.
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Part I.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. However, the following has been included in the event
export is required. .
2) To what type of facility will the export Brownfields soil be sent?
© Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
❑ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
❑ Landfarm or other treatment facility
❑ Use as fill at another suitable Brownfields Property — determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and thata record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
❑ Use as Beneficial Fill off -site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.
3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
Click or tap here to ent , I ­
Part 1.D. MANAGEMENT OF UTILITY TRENCHES
❑ Install liner between native impacted soils and base of utility trench before filling with clean fill
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(Preferred)
© Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not
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:
A barrier will be installed in the stormwater conduits east of catch basin DI-(B3) to prevent vapor
transport toward the structure. A preliminary drawing of the structure has been attached to the
EMP. An engineered drawing is currently being designed and will be forwarded to Brownfield
group once it is completed. The barrier will not be installed until DEQ has approved the
engineering control.
❑ If no, include rationale here:
DICK or tap nere to enter tex.
Other comments regarding managing impacted soil in utility trenches:
Click or tap here to enter teY`
PART 2. GROUNDWATER — Please fill out the information below.
1) What is the depth to groundwater at the Brownfields Property?
Estimated to be 9.85' —11.8' feet below grade
2) Is groundwater known to be contaminated by ®onsite ❑offsite El both or El unknown
sources? Describe source(s):
The past uses of the former East Side Trucking have resulted in tetrachloroethene plume that
has been identified above 2L standards by WitherRavenel. Lab data collected under the DEQ
approved work plan Phase II conducted by ASE shows no additional impacts of TCE.
3) What is the direction of groundwater flow at the Brownfields Property?
Groundwater flow on the site is to the west, southwest . A groundwater potentiometric map has
been completed by ASE and is included in the DWQ approved work plan Phase II ESA.
4) Will groundwater likely be encountered during planned redevelopment activities?
❑Yes ©No
If yes, describe these activities:
The deepest excavation at the site is planned to be 5.2 feet which is just under two feet above
the observed water table at the site
Regardless of the answer; in the event that contaminated groundwater is encountered
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during redevelopment activities (even if no is checked above), list activities for contingent
management of groundwater (e.g., dewateringof groundwater from excavations or
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or
sampling procedures).
If groundwater is encountered during site operations, it will be determined if dewatering
activities are necessary. If dewatering is necessary, the groundwater will observe for visual or
olfactory evidence of contamination. If impacts are identified and dewatering is required, the
water will be containerized and disposed of offsite.
5) Are monitoring wells currently present on the Brownfields Property? ................. ❑X Yes ❑ No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?.................................................................................................................. ❑Yes ©No
6) Please check methods to be utilized in the management of known and previously
unidentified wells.
© Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Program's intent to allow proper abandonment of well(s) as
specified in the Brownfields Agreement, except if required for active monitoring
through another section of DEQ or the EPA.
❑ Location of existing monitoring wells marked
❑ Existing monitoring wells protected from disturbance
❑ Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.
7) Please provide additional details as needed:
Please note, disturbance of existing site monitoring wells without approval by
DEQ is not permissible. If monitoring wells are damaged and/or destroyed, DEQ may require
that the PD be responsible for replacement of the well.
PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ❑ Yes © No
2) Attach a map showing the location of surface water at the Brownfields Property.
3) Is surface water at the property known to be contaminated? ❑ Yes © No
4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ❑ Yes © No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
15
EMP Version 2, June 2018

such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
Stormwater that enters open excavation will be allowed to infiltrate into the site.
PART 4. SEDIMENT — Please fill out the information below.
1) Are sediment sources present on the property? ❑ Yes © No
2) If yes, is sediment at the property known to be contaminated: ❑ Yes ❑ No
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ❑ Yes © No
4) Attach a map showing location of known contaminated sediment at the property.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
NA
PART 5. SOIL VAPOR — Please fill out the information below.
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
following vapor intrusion screening levels (current version) in the following media:
IHSB Residential Screening Levels:
Soil Vapor:...........© Yes ❑ No ❑ Unknown
Groundwater:.....© Yes ❑ No ❑ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor: ........... ❑ Yes © No ❑ Unknown
Groundwater: ..... ❑ Yes © No ❑ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
3) If applicable, at what depth(s) is soil vapor known to be contaminated?
Groundwater samples collected from Monitoring well MW-5 has had PCE concentrations of 13.6ug/L
and 19 ug/L on 9/3/20 and 9/30/20, respectively. PCE was identified in one soil gas sample (SG-5)
near the western portion of the parcel at 170 ug/m3. SG-5 is located downgradient of the plume
identified around MW-5.
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes © No ❑ Unknown
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EMP Version 2, June 2018

5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,) list activities for management
of such contact:
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 — Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1) Are sub -slab soil vapor data available for the Brownfields Property? ❑ Yes © No ❑ Unknown
2) If data indicate that sub -slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
3) At what depth(s) is sub -slab soil vapor known to be contaminated? ❑0-6 inches El Other, please
describe:
Click or tap here to enter text.
4) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment
activities? ❑ Yes ❑ No ©Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
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 — Please fill out the information below.
1) Are indoor air data available for the Brownfields Property? ❑ Yes © No ❑ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) If the structures where indoor air has been documented to exceed risk -based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ❑ Yes ❑ No © Unknown
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:
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 Version 2, June 2018

VAPOR INTRUSION MITIGATION SYSTEM — Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
❑ Yes © No ❑ Unknown
If yes, ❑ VIMS Plan Attached or ❑ VIMS Plan to be submitted separately
If submitted separately provide date:
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:
Soil vapor samples collected from within the proposed hotel building footprint have no identified
elevated VOCs. The groundwater flow on the site is to the west southwest away from the
proposed structure. Any potential future construction over and downgradient of the known
location of the chlorinated solvent contamination on the site will need to undergo reassessment
for a VIMS based on contaminant constituent concentrations determined at that time.
CONTINGENCY PLAN —encountering unknown tanks, drums, or other waste materials
In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered.
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/orother
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site -specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
© Volatile organic compounds (VOCs) by EPA Method 8260
© Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver)
Method 6020/7471, and Cr VI by EPA Method 7199
❑ Pesticides: Specify Analytical Method Number(s):
18
EMP Version 2, June 2018

❑ 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.
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:
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:
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.
The existing septic tank will be crushed in place and the void will be filled with on -site soils.
Re -Use of Impacted Soils On -Site:
19
EMP Version 2, June 2018

Impacted soils that do not qualify as hazardous based on the Rule of 20 will be reused on -site under
the parking lot.
If unknown, impacted soil is identified on -site, management on -site can be considered after the
project team provides the necessary information, outlined in Part I.A. Item 11, for Brownfields
Project Manager approval prior to final placement on -site.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
If municipal waste is discovered during excavation activities, the material will be hauled to a
permitted subtitle D landfill.
POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 12/30/2023
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
S. 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).
X❑ 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.
20
EMP Version 2, June 2018

APPROVAL SIGNATURES
Brownfields Project Number: 25009-21-026
Brownfields Project Name: East Side Trucking Service
�� AGtLd
Prospective Developer: Naman Judson LLC
Printed Name/Title/Company: Nick Patel
Cheryl Moody
Date 3/18/2022
Digitally signed by Cheryl Moody
DN: cn=Cheryl Moody, o=Altantic Shores Environmental Services,
Ltd., ou, email=[e-mail], c=US
Date: 2022.03.18 15:05:57-04'00'
Consultant: Cheryl Moody, PE Date 3/18/2022
Printed Name/Title/Company: President, Atlantic Shores
Environmental Services, Ltd
)o —
Brownfields Project Manager:Stephanie Graham
21
EMP Version 2, June 2018
Date 3/24/2022

Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
[: rom-Section View
Top Plastic Cover Sheeting: Underliner: 1 laver. minimum of 10
{1 Layer, minimum: 10 mil thick) mil thick plastic
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d Lan�
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1
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MAP View
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Dote Adapted from NC DEQ UST Section "Guidelines For Ex Situ Petroleum Contaminatcd Soil Remediation" dated December, 1, 2013
22
EMP Version 2, June 2018

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FIGURE 3 — Final Grade Sample Locations
Source: Site Plans
East Side Truck Service 6C S1,rah
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Fayetteville, North Carolina ASE Project No. 1487
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Table 3- Soil Sample Analytical Results
East Side Trucking - 520 Judson Church Road Fayetteville, NC
Boring
B-7 B-8
B-9
Tl-SS
T2-SS
T3-SS
T3-SSD
SW -SS
PSRG (Res)*
(-g/kg)
PSRG
(GW)*
(mg/kg)
Depth
10.0' 1.5'
1.5'
3.5'
3.5'
3.5'
3.5'
4.0'
Date
1/12/22 1/12/22
1/12/22
1/13/22
1/13/22
1/13/22
1/13/22
1/12/22
VOCs mg/kg
Acetone
<0.0062
<0.0369
<0.0358
<0.0363
<0.0406
<0.0393
<0.0394
<0.0115
12,000
25
Benzene
<0.00038
<0.0023
<0.0022
<0.0023
<0.0025
<0.0024
<0.0024
<0.00071
1.2
0.01
2-Butanone (MEK)
<0.0046
<0.0276
<0.0268
<0.0272
<0.0303
<0.0294
<0.0294
<0.0086
5,500
17
1,2-Dichloroethane
<0.00064
<0.0038
<0.0037
<0.0037
<0.0042
<0.0025
<0.0041
<0.00084
0.49
0.0023
Ethylbenzene
<0.00045
<0.0027
<0.0026
<0.0026
<0.0029
<0.0029
<0.0029
<0.00094
6.1
13
Naphthalene
<0.00051
<0.003
<0.117
1 <0.003
<0.0033
1 <0.0032
<0.0032
<0.00094
2.1
0.39
Toluene
<0.00027
<0.0016
<0.0016
<0.0016
<0.0018
<0.0017
<0.0017
10.6
990
1 8.3
1,2,4-Trimediylbenzene
<0.00026
<0.0016
<0.0015
<0.0016
<0.0017
<0.0017
<0.0017
1 LU
63
12
Xylene (Total)
<0.00055
9.91
10.7J
12
<0.0036
11.8.1
15.3
4.OJ
120
9.9
m&p-Xylene
<0.00066
9.91
10.7J
12
<0.0043
11.81
12.1J
3.OJ
120
9.8
o-Xylene
1 <0.00043
1 <0.0025
<0.0025
<0.0025
<0.0028
<0.0027
1 3.2J
1.1J
140
9.8
SVOCs mg/kg
Acenaphthene
<0.123
<0.125
<0.121
<0.624
<0.132
<0.13
<0.13
<0.127
720
16
Acenaphthylene
<0.123
<0.125
<0.121
<0.624
<0,132
<0.13
<0.13
<0.127
NE
NE
Anthracene
<0.114
<0.116
<0.113
<0.581
<0,122
<0.121
<0.121
<0.119
3,600
1,300
Benzo(a)anthracene
<0.116
<0.118
<0.115
<0.592
<0.125
<0.123
<0.123
<0.121
1.1
0.35
Benzo(b)fluoranthene
<0.116
<0.118
<0.115
<0.592
<0.125
<0.128
<0.123
<0.121
1.1
1.2
Benzo(k)fluoranthene
<0.123
<0.118
<0.121
1 <0.624
<0.132
1 <0.13
<0.13
<0.127
1 11
12
Benzo(g,h,i)perylene
<0.135
<0.138
<0.134
<0.689
<0.145
<0.143
<0.143
<0.141
NE
NE
Benzo(a)pyrene
<0.121
<0.123
<0.119
<0.614
<0.129
<0.128
<0.127
<0.125
0.11
0.12
Chrysene
<0.127
<0.129
<0.125
<0.646
<0.136
<0.134
<0.134
<0.132
110
36
Chloromethane
1.0.1
<0.0044
<0.0043
<0.00348
<0.0053
<0.0051
<0.0052
<0.0015
23
0.015
Dibenz(a,h)anthracene
<0,134
1 <0.137
<0.133
<0.684
<0,144
<0.142
<0.142
<0.14
0.11
0.38
Fluoranthene
<0.12
<0.121
<0.118
1 <0.608
<0.128
1 <0.126
<0.126
<0.127
1 480
670
Flumene
<0.123
<0.125
<0.121
<0.624
<0.132
<0.13
<0.13
<0.157
480
110
Indeno(1,2,3-cd)pyrene
<0.138
<0.14
<0.136
<0.7
<0.147
<0.146
<0.145
<0.143
1.1
1 3.9
2-Methylnaphthalene
<0.14
<0.142
<0.138
<0.711
<0.15
<0.148
<0.147
<0.145
48
3.1
Naphthalene
<0.118
<0.12
<0.117
<0.603
<0.127
<0.125
1 <0.125
<0.123
2.1
0.39
Phenanthrene
<0,114
1 <0.116
<0.113
<0.581
1 <0,122
<0.121
<0.121
<0.119
NE
NE
Pyrene
<0.142
1 <0.144
1 <0.14
1 <0.721
1 <0.152
1 <0.15
<0.15
t <0.147
360
440
Metals mg/kg
Arsenic
0.28J
2.5
2
1.3
1.3
1.6
1.7
1.2
0.68
5.8
Barium
2.3
21.1
18.4
15.9
Res PSRG
19.5
14.4
30.3
3100
580
Cadmium
<0,031
<0.033
<0.033
<0.031
<0,035
<0.031
<0.032
<0.032
14
3
Chromium
<1.4
6.4
5
5.8
5.7
7.6
5.4
5.9
23,000
360,000
Hex Cr
0.21J
1.1J
0.59J
0.54J
0.9J
0.64J
0.65J
0.58J
0.31
3.8
Lead
0.59
8.5
6.8
4.2
4.5
4.2
3.8
1 7.9
ND
270
Mercury
<0.0089
0.029
0.016J
0.017J
0.017J
0.028
0.014J
0.023
1 2.3
1 1
Selenium
<0,084
0.181
0.13J
0.181
0.17J
0.22J
0.18J
0.2J
78
2.1
Silver
<0.14
<0.15
<0.15
<0.14
<0.16
<0.15
<0.15
<0.15
78
3.4
- - June 2021
Bold - exceedance of Residential or Soil to Water Criteria (Inactive Hazardous Sites Branch Preliminary Soil Remediation Goals)
NA = Not analyzed
Results are in mg/kg Yellow highlight represent MDL above the GW PSRG
J values represent estimated concentration above adjusted method detection limit and below the adjusted reporting limit.

Table 4 - Groundwater Analytical Results
East Side Trucking
520 Judson Church Road, Fa ettville NC
Well
MW-7
MW-8
MW-8D
MW-9
2L*
Depth
19 feet
19 feet
19 feet
19 feet
Baseline Depth to Water
11.8 feet
10.42 feet
10.42 feet
10.55 feet
Depth to water prior to
purging
11.8 feet
10.41 feet
10.41 feet
10.55 feet
Date
1/14/22
1/14/22
1/14/22
1/14/22
VOCs (8260) (u /L)
Acetone
5.2J <5.1
<5.1 <5.1
6,000
Chloroform
<0.43 0.68J
0.6J <0.43
70
SVOCs (8270) (u /L)
Phenol 3.4J 3.5J
2.2J
2.OJ 30
Metals (ug/L)
Arsenic
0.16J
0.26J
0.3J
0.27J
10
Barium
8.3
27.6
28.7
69.7
700
Cadmium
<0.06
<0.06
<0.06
<0.06
2
Chromium
2.6
2.1
2.9
1.6
10
Hexevalant Chromium*
<0.30
<0.30
<0.30
<0.30
NE
Lead
0.42J
0.40J
0.045J
0.42J
15
Mercury
<0.12
<0.12
<0.12
<0.12
1
Selenium
<0.072
<0.072
<0.072
<0.072
20
Silver
<0.07
<0.07
<0.07
<0.07
20
* resampling for Hex Cr was conducted on 1/27/22
15 NCAC 02L .0202 Groundwater Standards (Effective April 1, 2013)
ND- Not Detected NE- Not Established
NA- Not Applicable
J values represent estimated concentration above adjusted method detection limit

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Table 1
Groundwater Sampling Results
520 Judson Church Road
Fayetteville, North Carolina
ASE Project Number 1487
Sample ID
B1-S1
132-S2
NCDEQ
Groundwater
Quality
Standards
NCDEQ Gross
Contaminant
Level
Depth
32'
16'
Date
12/2/2020
12/2/2020
8260 (ug/L)
Acetone
32.5
<25.0
6,000
6,000,000
Tetrachloroethene
< 1.0
1.4
0.7
700
Values are in ug/L
Bold values exceed the NCAC 2L Groundwater Quality Standards set by the North Carolina Department of Environmental Quality

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North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
BROWNFIELDS PROPERTY RECEPTOR SURVEY
This form was created to clarify and simplify preparing a receptor survey for a brownfield site. Please provide the
information requested below. Distances are measured from the site property boundary unless otherwise indicated by the
DEQ Brownfield's Project Manager (PM).
Site: East Side Trucking Service
Address: 520 Judson Church Road
City: Fayetteville, NC
County: Cumberland County
Brownfields Project Number:
Date 3/18/22
25009-21-026
Property and Building Characteristics
Surface Conditions
Current Usage
Proposed Usage
Size of Property (acres)
3.39
NA
% of property that is wooded/brush
90% gravel
56.90%
% of property that is grassed areas
0
N/A
% of property that is agricultural crops
0
N/A
% of property that is paved
0
29.70%
% of property that is covered by buildings
10% slab
13.40%
If an existing building is on -site, please respond to the following. Information can be provided on additional sheets as
needed. If numerous buildings are on -site, consult with your PM as only information on specific buildings may be needed.
a. Provide occupancy and use information.
There is currently no structures on the site with the exception of the slab foundation of a former building.
There are currently no occupants on the property. The site is vacant.
b. Describe the construction of the builidng including materials (e.g. wood frame, block), type and size of openings (e.g.
windows, bay doors), and height (number of stories).
Not Applicable.
c. Describe the foundation construction. Include details on type, floor construction, and depth below grade.
A concrete slab on grade foundation is present on the site. The thickness of the concrete is estimated
to be three inches.
d. Describe the HVAC system in the building. Include available details on type, equipment location, source of air return, and
design considerations (e.g. positive pressure?).
Not Applicable.
e. Are any subslab ventilation systems or moisture barriers in place? If so, please provide details.
Not Applicable.
Rev. 09/2015 Page 1 of 3

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Surrounding Property Land Use
Please provide information on the following land uses in the vicinity of the subject site, including a map of the surrounding
areas. If specific receptors are present, please provide addresses of the facilities.
Zoning/Land Use
Current Use/Occupant
Proposed Usage
North
Undeveloped and/or residential
Unknown
South
Three hotels
Unknown
East
Undeveloped land
Unknown
West
Kingdom Hall of Jehovah's Witnesses
Unknown
Specific Land Uses of Interest
Y/N *
Dista
sta
Distance
Direction
Address
Is a school or daycare center within 1,000 ft of the Property?
N
N/A
N/A
N/A
Is there a residence within 1,000 ft of the Property?
Y
200', 236', 370',
NW
526, 530, 538, 540, and 548
500'
Is there a basement within 1,000 ft of the Property
Unknown
N/A
N/A
N/A
* If numerous facilities of interest are present, their locations can be placed on a map in lieu of providing specific addresses.
Utilities
For the subject property, please provide a map of known buried utilites. If available, include depth to top, construction
material, and diameter of the utilities. In addition, please provide the following information on utilty providers. If
additional assessment is required, the public utility locators should be contacted. This information can then be added to a site
map.
Is there a septic system on -site? (Y or N) Yes, but to be closed upon redevelopment and isn't currently active
Please provide the utility providers for the subject property
a. Natural Gas Piedmont
b. Sewer Fayetteville PWC
c. Electricity Duke Energy
d.Other N/A
For surrounding properties, please complete the following table with available information.
Utility/PotetttialRcceptor
/N *
Y
Distance
Vt)
Direction
Is a storm water pipe within 100 ft of the Property boundary?
Unknon",
Is a sanitary sewer within 100 ft of the Property boundary?
N
986
SE
Is a septic system leach field within 500 ft of the Property boundary?
Y
Site
Former bldg
Is a water line main within 100 ft of Property boundary?
N
482
SW
Is a natural gas line main within 100 ft of the Property boundary?
N
N/A
N/A
Is a buried telephone/ cable main within 100 ft of the Property boundary?
Unknown
Is a buried electrical cable main within 100 ft of Property boundary?
Unknown
* If yes, please provide a map or detailed information (distance, direction, depth) of the utility in correlation with the subject
property.
Rev. 09/2015 Page 2 of 3

North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Water Supply
The purpose of this section is to provide information on the water supply for the site and surrounding areas.
What is the potable water supply for the property? Public X Private X
If Private, please provide details of the water supply source (i.e. well location, well construction, etc). If public, please include
the water providers name.
Public water is available along Judges Church Road at 505 Judson Church Road which is 482 feet southwest of the site. The
water line currently terminates at this property. Fayetteville PWC
Please provide the following information regarding water supply wells in the vicinity of the Property. At a minimum, a
windshield survey within 1,500 ft of the property boundaries should be completed to determine if water supply or irrigation
wells may be present. Information from applicable databases can and should be utilized; however, should not be utilized in
lieu of the windshield survey. If multiple wells are present within the requested radius, please provide a map of the well
locations. If needed, please attach a separate table to list all wells. Please note, the PM may opt for a more extensive water
supply well survey if needed.
Water Supply Wells
YIN
Distance
Direction
Address
Is a public water supply well within 1 mile of the Property boundary?
Yes
482
SW
505 Churchh RRd m
Chd
Is a private water supply well within 1,500 ft of the Property boundary?
Yes
175
Nye
Jude
h C
Church Rd
Is an irrigation well within 1,500 ft of the Property boundary?
Unknown
Surface Water & Wetlands
The purpose of this section is to provide information on the presence of surface waters and/or wetlands on, or in the
vicinity of the Property.
Provide Information regarding Surface Water and
Response/Comments
Wetlands
Are there surface water features on the property?
(If yes, please complete a. to d.)
No
a. Is the water body naturally developed or
man-made?
N/A
b. List the uses of the water body.
N/A
c. What is the source of the water for the water
body?
N/A
d. What is the nature of the bottom of the water
body (e.g., rocky or concrete bottom, drainage
N/A
ways or impoundments)
If no on -site surface water features, what is the
nearest surface water body?
1,121 feet northeast of the site.
Are there any wetlands present on the property? If
no wetlands on -site, are wetlands suspected on
No and no.
adjoining properties?
Rev. 09/2015 Page 3 of 3

Figure 1: USGS Topographic Location Map
Legend
0 Site Location
d,1zIt1 C: SO,
*0
I
r' Service Layer Credits: USGS The National Map: National Boundaries
Dataset, 3DEP Elevation Program, Geographic Names Information System,
National Hydrography Dataset, National Land Cover Database, National
Structures Dataset, and National Transportation Dataset; USGS Global
Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data;
Natural Earth Data; U.S. Department of State Humanitarian Information Unit;
and NOAA National Centers for Environmental Information, U.S. Coastal
Relief Model. Data refreshed October 2018.
520 Judson Church Road
Fayetteville, North Carolina
Project Number: 25009-21-026
E,mimmici tal sellices, Ltd. 0 0.3 0.6 1.2 Miles

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