HomeMy WebLinkAbout23080_Almont Shipping II_EMP_20220204NORTH 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.
EMP Version 2, June 2018
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.
EMP Version 2, June 2018
Date: 4/14/2021
GENERAL INFORMATION
Revision Date (if applicable): Click or tap to enter a date.
Brownfields Assigned Project Name: Almont Shipping II
Brownfields Project Number: 23080-19-065
Brownfields Property Address: 19 & 41 Harnett Street, Wilmington, North Carolina
Brownfields Property Area (acres): 2.97
Is Brownfields Property Subject to RCRA Permit? ....................... El 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): Wilmington Waterfront Property Owner, LLC
Contact Person: Graham Tyrell
Phone Numbers: Office: 703-641-9000 Mobile: Click or tap here to enter text.
Email: GTyrrell@kettler.com
Contractor for PD: Clancy & Theys
Contact Person: David Michael
Phone Numbers: Office:
Email: davidmichael@clancytheys.com
Environmental Consultant: Geosyntec Consultants of NC, PC
Contact Person: Kaitlyn Rhonehouse
Phone Numbers: Office: 910.726.3652
Email: krhonehouse@geosyntec.com
Brownfields Program Project Manager: Kathleen Markey
Phone Numbers: Office: 919.707.8378
Email: Kathleen.markey@ncdenr.gov
Mobile: Click or tap here to enter text.
Mobile: 561.866.0057
Mobile: "lick or tap here to enter text.
Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
EMP Version 2, June 2018
Hazardous Waste, Solid Waste):
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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: (as applicable): ................................................................................. Within 30 days
REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
®Residential ❑Recreational ❑Institutional ❑Commercial ❑Office ®Retail ❑Industrial
❑ Other specify:
Click or tap here to enter text.
2) Check the following activities that will be conducted prior to commencing earth -moving activities
at the site:
® Review of historic maps (Sanborn Maps, facility maps)
❑ Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines, etc.
® Interviews with employees/former employees/facility managers/neighbors
3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if
detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
The site currently consists of 2 non-contiguous properties. The west tract contains an asphalt-
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paved parking lot, stormwater feature, and sea wall. The sea wall has been demolished under a
separate EMP (20 October 2020). The east tract is an unpaved/vacant lot that currently contains
a soil stockpile.
Proposed redevelopment of the Brownfields Property by the PD includes the construction of
two, multi -story, mixed -use buildings for no uses other than multi -family residential or retail with
associated parking and periphery landscaping and greenspace. Asphalt removal and utility
abandonment is planned for May 2021 followed by grading and earthwork through January
2022.
Site grading will be performed in a phased approach for each of the two building areas. Work
will begin in the vicinity of proposed Building 1 (West Tract) and move east to Building 2 (East
Tract). During grading activities, soil may be temporarily stored in a designated stockpile area
(see Erosion Control Plans in Exhibit A) on the Brownfields Property, in accordance with Figure 1
NCBP Diagram for Temporary Containment of Impacted or Potentially Impacted Soil. Tree and
other vegetative cover are planned for disposal at a Land Clearing and Inert Debris (LCID) facility.
Current redevelopment grading plans indicate the Site is a net import site and that it is unlikely
that soil will need to be exported off -site for disposal. If needed, soil will be exported to a nearby
Brownfields site or to New Hanover County landfill. As needed, soil will be imported from 421 Sand
Mine, LLC, a previously approved borrow source, with additional testing and approval from
NCDEQ.
4) Do plans include demolition of structure(s)?:
❑ Yes ® No ❑ Unknown
❑ If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.
5) Are sediment and erosion control measures required by federal, state, or local regulations?
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk -based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
® Residential ❑ Non -Residential or Industrial/Commercial
7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 8/16/2021
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b) Anticipated duration (specify activities during each phase):
9 months for initial earth moving phase until above -ground construction
c) Additional phases planned? ❑ Yes ❑ No
If yes, specify the start date and/or activities if known:
Start Date: 1/1/2023
Planned Activity:
Pool excavation tentatively scheduled to begin in January 2023 after aboveground
redevelopment complete.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
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d) Provide the planned date of occupancy for new buildings: Pending
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 S. 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):
Arsenic and PAHs
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2) Depth of known or suspected contaminants (feet):
1-2
3) Area of soil disturbed by redevelopment (square feet):
Approximately 129,000 square feet
4) Depths of soil to be excavated (feet):
-3
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
-3000 estimated for grading purposes only, but expected to remain on -site.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
0
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
n/a
Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ❑Yes ®No
❑ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
❑ If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the
North Carolina Contained -In Policy? ................................................. ❑ Yes ❑ No
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).
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❑ 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:
Soil sample laboratory analytical results have indicated concentrations below the
characteristically hazardous limits.
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.
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Additional comments:
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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:
ick or tap here to enter text.
EMP Version 2, June 2018
® Manage soil under impervious cap ® or clean fill ❑
® Describe cap or fill:
Parking lot or building foundation
® 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:
Soil would be handled similar to utility installation — placed next to the trench, observed for obvious
signs of staining or contamination, field screened using PID, and then placed back into the trench
using first out/last in approach. If contamination is suspected based on PID or field observations,
sampling will be performed pursuant to Part 1.A. Section 4.
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:
Click or tap here to enter text.
® No, explain rationale:
Soil will be excavated and stockpiled next to installation location and immediately backfilled
after installation.
Field Screening of site soil
® Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
Soil will be observed for obvious signs of staining or contamination and screened with PID
❑ No, explain rationale:
Click or tap here to enter text.
Soil Sample Collection
® Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
Composite stockpile sampling will be conducted for all stockpiled soils exported from the
Site. If sampling reveals exceedances of 2021 NCDEQ Residential PSRG, a risk evaluation
will be conducted in accordance with the Revised Technical Guidance for Risk -Based
Environmental Remediation of Sites (NCDEQ, 2020) for receptors, including residential.
❑ 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
EMP Version 2, June 2018
® 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):
6010 or 6020; 7199 for hexavalent chromium; and 7471 for Mercury
❑ Pesticides: Specify Analytical Method Number(s):
Clip'
❑ 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):
Click or tap here to enter text
® 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:
Erosion controls such as placement of stockpile away from drainage system as well as temporary
seeding and mulching of stockpile will be applied.
® 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):
6010 or 6020; 7199 for hexavalent chromium; and 7471 for Mercury
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
-.I Ik N vI LCIP IIcIc w cIILcI Lcn�
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
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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
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EMP Version 2, June 2018
final grade sampling may be submitted under separate cover.
n/a at this time. Will be submitted under separate cover.
❑ If final grade sampling was NOT selected please explain rationale:
Click or tap here to enter te--'
Part 1.13. 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?
2,000 to 3,000 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.)
1-5 feet
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:
421 Sand Mine,LLC, Cameron Pit in New Hanover County, Permit Number 65-26
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.
The 421 Sand Mine has an active permit with the most recent revision on 04/20/2018.
6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
❑ Volatile organic compounds (VOCs) by EPA Method 8260
❑ Semi -volatile organic compounds (SVOCs) by EPA Method 8270
❑ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
Click or tap here to enter tex,
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
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❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter tex'
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
rii,i, +ter hog -,rater
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.
Sand and Gravel, Permit Number 65-26
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.
A —1,000 cy stockpile is located at the Site and is planned to be used on -site to grade. Any soil
that is unusable will be exported as described 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;
❑ Landfarm or other treatment facility
® Use as fill at another suitable Brownfields Property — determination that
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and that a record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
❑ Use as Beneficial Fill off -site at a non-Brownfields Property - Please provide
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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).
A nearby Brownfields Property (Eagle Island, 21002-17-010) has been identified with similar
COCs and is proposed as a receiving site. A map showing the receiving area is attached. This is
contingent on meeting the requirements of the final Eagle Island BFA. A separate EMP will be
submitted for the import onto Eagle Island
Part 1.D. MANAGEMENT OF UTILITY TRENCHES
❑ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
® Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they
were removed from such that impacted soil is not placed at a greater depth than the original
depth from which it was excavated.
❑ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants?
❑ If yes, provide specifications on barrier materials:
Click or tap here to enter text
❑ If no, include rationale here:
UICK or tap here to enter text.
Other comments regarding managing impacted soil in utility trenches:
Click or tap here to enter to
PART 2. GROUNDWATER — Please fill out the information below.
1) What is the depth to groundwater at the Brownfields Property?
6 to 11 feet below ground surface
2) Is groundwater known to be contaminated by ❑onsite ❑offsite El both or ®unknown
sources? Describe source(s):
Background metals
3) What is the direction of groundwater flow at the Brownfields Property?
West-southwest
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4) Will groundwater likely be encountered during planned redevelopment activities?
®Yes ❑No
If yes, describe these activities:
Based on development of adjacent properties, groundwater is anticipated to be encountered for
installation of stormwater features.
Regardless of the answer; in the event that contaminated groundwater is encountered
during redevelopment activities (evenif 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).
Existing groundwater analytical data to be provided to City of Wilmington and/or Cape Fear
Public Utility Authority to obtain permission/permit to discharge water to the stormwater
management system and/or the sanitary sewer. Pending requirements, the following may also
occur:
Initial encountered water will be pumped into a 55-gallon drum so a sample can be collected for
analytical testing.
Sample water and have an expedited test on properties in sample
If sample meets the similar chemical criteria as the previous groundwater results, the water
may be released into the storm system
Thereafter, any groundwater encountered, in the same vicinity, will be discharged the same
way unless there are visual changes or different odors that would warranty an additional
expedited test as described above. It is assumed no containerization will be required and direct
pumping and discharge can occur.
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
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abandonment is given.
7) Please provide additional details as needed:
Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.
PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ❑ Yes ® No
2) Attach a map showing the location of surface water at the Brownfields Property.
3) Is surface water at the property known to be contaminated? ❑ Yes ❑ No
4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ❑ Yes ® No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
Click or tap here to enter text
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):
L.I ILK UI Ldp I ICI C LU CI ILCI LCXI.
PART S. SOIL VAPOR — Please fill out the information below.
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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?
Click or tap here to enter text.
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes ® No ❑ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,) list activities for management
of such contact:
Click or tap here to enter text
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
UICK or tap here to enter text
PART 7. INDOOR AIR — Please fill out the information below.
1) Are indoor air data available for the Brownfields Property? ❑ Yes ® No ❑ Unknown
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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:
Click or tap here to enter text.
VAPOR INTRUSION MITIGATION SYSTEM — Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
❑ Yes ® No ❑ Unknown
If yes, ❑ VIMS Plan Attached or ❑ VIMS Plan to be submitted separately
If submitted separately provide date:
Click or tap here to enter text
VIMS Plan shall be signed and sealed by a NC Professional Engineer
If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
Click or tap here to enter text
CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials
In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered.
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site -specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
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silver)
6010 or 6020; 7199 for hexavalent chromium; 7471 for mercury
❑ 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.
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:
If a UST is encountered Clancy and Theys will inform Geosyntec and Geosyntec will contact NCDEQ.
Sub -Grade Feature/Pit:
If a pit or feature is encountered, it will be removed or filled with soil or suitable fill and
construction will proceed. DEQ will be notified. If the pit has waste in it, waste will be set aside in a
secure area and sampled for waste disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP metals
and disposed off -site at a permitted facility.
Buried Waste Material:
Buried waste will be stockpiled as shown on Figure 1 and characterized as shown above. Geosyntec
will review the materials and collect samples if warranted. If sampling is warranted, confirmation
soil samples will be conducted at representative locations in the base of the sidewalls of the
excavation after the waste or significantly impacted soil is removed. The confirmation samples will
be analyzed for VOCs, SVOCs, and RCRA 8 Metals. If acceptable, removed waste will be disposed of
at New Hanover County landfill or another appropriately permitted facility.
Re -Use of Impacted Soils On -Site:
Soil will be replaced in trenches unless obvious signs of contamination are observed. Impacted soil
will be stockpiled as shown on Figure 1 and characterized as indicated above and be disposed of at
another Brownfields property and/or landfill following approval from NCBP.
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 LA. 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
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needed below:
Click or tap here to enter text.
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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 SummaryReport is anticipated to be
submitted on within 30-days after each one-year anniversary of the
effective date of this EMP or 60-days following completion of final grading activities, whichever is
earlier.
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).
❑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.
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APPROVAL SIGNATURES
Brownfields Project Number: 23080-19-065
Brownfields Project Name: Almont Shipping II
Prospective Developer: Wilmington Waterfront Property Owner, LLC
Date: January 27, 2022
Printed Name/Title/Company: Sean H. Curtin, Executive Vice President of Kettler Inc., manager of Kettler Asset Management LLC, manager
of Kettler Wilmington Waterfront I, LLC, manager of Wilmington Waterfront Member LLC, manager of Wilmington Waterfront Op Co., LLC, manager of
Wilmington Waterfront Property Owner, LLC
01/26/2022
Consultant: Geosyntec Consultants of NC, PC Date Click or tap to enter a date.
Printed Name/Title/Company: Kaitlyn Rhonehouse, Principal Engineer
Brownfields Project Manager: Kathleen Markey
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Feb. 4, 2022
Date Click or tap to enter a date.
Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
Top Plastic Cover Sheeting: Underliner: 1 layer, minimum of 10
(1 Layer, minimum: 10 mil thick) mil thick plastic
Berm
(Straw bales, Weight
composted earth, etc.) (If plastic
cover used)
Land
Surface Contaminated Soils
Straw Bale Berm
Map View
El jlki Weight
D
OD
■� Contaminated Soils L
..............................................................................................-
oo�o Plastic
\ Sheeting
Note: Adapted from NC DEQ UST Section "Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013
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