18-21 Application

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ANGINEERy zis zz.aoa�
December 15, 2020
Amanda Cannon
NC Division of Coastal Management
Department of Environmental Quality
400 Commerce Avenue
Morehead City, NC 28557
Subject: Major Permit Application —Additional Copy of Application Package
Maintenance Dredging at National Gypsum Company's Wilmington, NC Facility
838 Sunnyvale Drive, Wilmington, NC
Dear Ms. Cannon:
Urban Engineers, Inc. (Urban), on behalf of National Gypsum Company (NGC), is submitting an
additional hard copy of the Major Permit Application for maintenance dredging at NGC's
Wilmington, NC berthing facility, located) at 838 Sunnyvale Drive, Wilmington, NC
Please contact me at jlwatersQurbanenaineers com or 215-922-8081 extension 1292 with any
questions.
Sincerely,
URBAN ENGINEERS, INC.
Jennifer L. Waters, PE, LEED® AP
Senior Environmental Engineer
Enclosure

TABLE OF CONTENTS
Section 1 -
Form DCM MP-1
Section 2 -
Form DCM MP-2
Section 3 -
Topo & Aerial Maps
Section 4 -
Project Drawings
Section 5 -
Project Narrative
Section 6 -
Application Fee,
Section 7 -
Deed
Section 8 -
Agent Authorization Form
Section 9 -
Wetland Delineation
Section 10 -
Adjacent Property Owner Notice
Section 11 -
Stormwater Management
Section 12 -
Ocean and Inlet Hazard
Section 13 -
Historic Permits
Section 14 -
Biological Assessment & Essential Habitat Study
Section 15 -
i
Sediment Sampling
Section 16 -
Scoping Meeting Minutes
Section 17 -
Avoidance & Minimization Measures
Section 18 -
Letter of Permission
Section 19 -
USACE Eng Form 4345
Section 20 -
Navigation Plan

North Carolina Department of Environmental Quality
Division of CoastalManagement
cc Major Permit Application
Section 1—DCMMP-1 Form
UReAn■
LAMA MAJOR PERMIT APPLICATION
SECTION 1- FORM DCM MP-1
As required for the CAMA Major Permit Applications, Form DCM MP-1 was completed and
attached in this section.

APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1."Primary%Applicant/ Landownerinformation .
Business Name
National Gypsum Company
Project Name (if applicable)
National Gypsum Wilmington Maintenance Dredging
Applicant 1: First Name
Meghan
MI
Last Name
Zehringer
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2001 Rexford Road
PO Box
City
Charlotte
State
NC
ZIP
28211
Country
USA
Phone No.
704-365-7300 ext.
FAX No.
704-365-7316
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractorinformation
} ,
Business Name
Urban Engineers, Inc.
Agent/ Contractor 1: First Name
MI i
Last Name
Jennifer
L
Waters
Agentl Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
530 Walnut Street
Philadelphia
PA
ZIP
Phone No. 1
Phone No. 2
19106
215-922-8081
ext.1292
215-284-3125 ext.
FAX No.
Contractor #
215 922 8082
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project L'ocadon
County (can be multiple)
Street Address
State Rd. #
New Hanover
838 Sunnyvale Drive
N/A
Subdivision Name
City
State
Zip
N/A
Wilmington
NC
28412-
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 799 - 3954 ext.
002-OOB, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear River Basin
Cape Fear River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest majorwater body to the proposed project site.
®Natural ❑Manmade []Unknown
Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Wilmington
4. Site Description ,
YS t
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1,300
—59,000
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
1 ❑NHW or ®NWL
e. Vegetation on tract
The maintenance dredging project area is located within the Cape Fear River; there is no vegetation in the project area.
Due to past maintenance dredging and past use of the area by large ships, submerged vegetation is not located within the
project area. No wetlands are located in the proposed maintenance dredge area. The confined disposal facility (CDF),
located across the Cape Fear River, where the dredge material will be placed, is primarily barren in the area where the
dredge material will be placed.
I. Man-made features and uses now on tract
The maintenance dredging project area is located within the Cape Fear River and is adjacent to the ship berthing at National
Gypsum's Wilmington facility used to offload gypsum so that National Gypsum can manufacture drywall.
National Gypsum's waterfront consists of three pile supported dolphins, one of which contains a hopper tower, pile
supported walkways, and a long pile supported accessway that also supports a conveyor. The CDF currently consists of a
large area where dredge disposal material has previously been placed. A weir and piping is also present on the CDF.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent property to National Gypsum consists of industrial and commercial developed properties; Kinder Morgan
Terminals Wilmington LLC is to the north and Port Cape Fear Associates is to the south.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Industrial
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes NNo [_]NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes NNo ❑NA
National Register listed or eligible propeV.
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
<Form continues on next page>
Major Development Permit
m. (i) Are there wetlands on the site? []Yes NNo
(ii) Are there coastal wetlands on the site? ❑Yes NNo
(iii) If yes to either (i) or (if) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The proposed maintenance dredging project area is located in the Cape Fear River, adjacent to the National Gypsum berth.
The CDF is vacant land used for dredged material storage. There are no existing wastewater treatment facilities in these
areas.
o. Describe existing drinking water supply source.
The proposed maintenance dredging project area is located in the Cape Fear River, adjacent to the National Gypsum berth.
The CDF is vacant land used for dredged material storage. There are no existing drinking water supply sources in these
areas.
p. Describe existing storm water management or treatment systems.
The proposed maintenance dredging project area is located in the Cape Fear River, adjacent to the National Gypsum berth.
The CDF is vacant land used for dredged material storage. No stormwater management or treatment systems are present in
the maintenance dredge area since this area is located within the river. Turbidity curtains will be utilized within the
maintenance dredging project area.
5. Activities and Impacts j
a. Will the project be for commercial, public, or private use? "' NCommercial ❑Public/Governmenl
❑PrivatefCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
National Gypsum Company uses the facility for unloading gypsum for wallboard production at the wallboard plant across
River Road. Daily operations will be able to continue when the project is complete. If the berthing area is not dredged, there
will be a significant negative impact to the operations at the National Gypsum Wilmington facility.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The maintenance dredging will occur via hydraulic dredging (cutter suction) to dredge the material to -36' MLW +-2'
overdredge. Mechanical dredging via clamshell may also be utilized in locations within the dredge area where timber inhibits
the use of hydraulic dredging. Dredging equipment will be stored at the berth until the maintenance dredging is complete.
The maintenance dredging is expected to take approximately 2 weeks to complete. The hydraulically dredged material will
be pumped (booster pump) to the CDF via a pipeline sunken down to the river bottom. The dredged material will be
discharged at the CDF, which will be isolated by an earthen berm. After the dredged material is placed in the isolated area,
effluent will drain back to the river in a controlled manner through a strategically placed weir. An excavator or bulldozer will
be used to spread dredge material during disposal. The mechanically dredged material will be transported and stored via
barge.
d. List all development activities you propose.
The proposed project consists of maintenance dredging to -36' MLW + -2 MLW in order to continue operations at National
Gpysum. A total of approxiamtely 17,000 cubic yards of material will be dredged. No new activities will occur as a result of
the maintenance dredging.The dredge material will be placed on a property that has been used as a CDF in the past.
e. Are the proposed activities maintenance of an existing project, new work, or both? The proposed project is a maintenance
project and consists of redredging the
area near the berth that has been
dredged in the past. The dredge
material will be placed on an existing
CDF.
I. What is the approximate total disturbed land area resulting from the proposed project? 1.5 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑NA
that the public has established use of?
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges will occur as part of the maintenance dredging. The effluent from the dewatered dredge material will drain
back into the Cape Fear River in a controlled manner through a strategically placed weir. Both the weir elevation and effluent
content will be monitored to stay within permitted effluent parameters. An effluent monitoring plan will be prepared for
approval by the state and Corps prior to the onset of dredge disposal.
I. Will wastewater or stornwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
there any mitigation proposed?
If yes, attach a mitigation proposal.
<Form continues on back>
6: Additional information '
In addition to this completed application form, (INP-1)the'lollowmg ifeme'below, if applicable, must besubmittedimorderfor the application
-package to be complete. Items,(a),— (():are always applicable to any major; development application. Please consulfthe application' , ,
instruction booklet'on how to property prepare the required items below:
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Kinder Morgan Terminals Wilmington LLC. ,. Phone No. 910-763-0104
Address 3340River Road, Wilmington, NC 28412
Name Port Cape Fear Associates, LLC Phone No. 910-395-5055
Address 3410 River Road, Wilmington, NC 28412
,,:. • ... Phone No.
.dame .._ -. r - .. �.
Address - e -. , • . _ •.
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NC Division of Coastal Management Permit No. 102-94 NC Division of Coastal Management Permit Renewal No. 102-
(September 14, 1994) 94 (February 18, 1998 & April 21, 2003)
USACE DA Permit Action No. 199403672 NC Division of Coastal Management Permit Modification No.
102-94 (November 17, 2003)
h. Signed consultant or agent authorization form, if applicable.
I. Welland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
t., cernrfcarfon anct eermfssion to tnrer on'Lana.
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
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Form DCM MP-1 (Page 5 of 5) APPLICATION for
r
Major Development Permit
I further certify that the Information provided in this application Is truthful to the best of my knowledge.
Date A S EP ZO Print Name _Meghan Zehringer
Signature
Please indicate application attachments pertainingt your proposed project.
MDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
252-808-2808 :: 1.888.4RCOA8T :: www.ncconstaimanagament.net

North Carolina Department of Environmental Quality
T Division of Coastal Management
AN
�•L Major Permit Application
M Section 2—DCMMP2 Form
mok -J :)
URBAn■
CAMA MAJOR PERMITAPPLICATION
SECTION 2 - FORM DCM MP-2
National Gypsum Company plans to perform maintenance dredging activities at their Wilmington,
NC facility and the dredged material will be placed on a confined disposal facility located across the
Cape Fear River from the dredge area. Therefore, as part of the Major Application package, Form
DCM MP-2 (Excavation and Fill) was completed and included in this section.

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Farm DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL
stabilization
Length
N/A
N/A
N/A
N/A
N/A
NIA
1000
Width
N/A
N/A
NA
N/A
N/A
N/A
130
Avg. Existing
N/A
N/A
N/A
N/A
-'
NA
NA-
24
Depth
Final Project
N/A
N/A
N/A
N/A
NA.
-36+-2
Depth
DNA -
Overdredge
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
17,000
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV []SB
❑WL ®None
(l) Describe the purpose of the excavation in these areas:
The material is required to be dredged so ships can safely berth
at National Gypsum's (NG) Wilmington facility. The ships deliver
gypsum so that wallboard can be produced at the NG
Wilmington facility. Daily operations will be able to continue
when the project is complete. If the berthing area is not
dredged, there will be a significant negative impact to the
operations at the National Gypsum Wilmington facility.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Brunswick County Parcel 05900006
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(it) If no, attach a letter granting permission from the owner.
,. ❑ This .section not
to. Type of material to be excavated.
silt, clay and sand
d. High -ground excavation in cubic yards.
N/A
b. Dimensions of disposal area.
675 fit (W) x 1,760 it (L)
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(ii) If yes, where?
Same Location
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
_ (CW), submerged aquatic vegetation (SAV), shell bottom (SB), [--]Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
®CW <300 ❑SAV _ ❑SB N/A
252.808.2808 n 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

i
Form DCM MP-2 (Excavation and Fiil, Page 2 of 3)
r
OWL _ ❑None
(ii) Describe the purpose of disposal in these areas:
Dredged material from the proposed maintenance dredge
location near NG's Wilmington berth must be removed and
placed in the CDF so that ships can safely berth and unload
gypsum.
3. SHORELINE STABILIZATION ®"This section not applicable
(if development is a wood groin„use,MP-4 — Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill_ Other_
i. Source of fill material.
Width: _
d. Maximum distance walerward of NHW or NWL,
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(it) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
j4.1 OTHER FILL ACTIVITIES This section not applicable
f(Excluding Shoreline Stabilization).
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area _ ❑CW ❑SAV _ ❑SB
(iv) Purpose of fill OWL ❑None
(it) Describe the purpose of the fill in these areas:
5., GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.q., dragline,
controlled?
The dredged material will be placed on the CDF on high ground
and isolated by a berm. The dredge material discharge will be
monitored and the material will be moved around on the site as
necessary. Effluent will be contained in pipes and discharged at
a point in the water past visible vegetation and below the normal
high water line to prevent gully erosion and unnecessary
siltation. A water control structure will be installed at the intake
end of the effluent pipe to assure compliance with water quality
standards.
backhoe, or hydraulic dredge)?
Hydraulic dredge (cutter section) and possibly mechanical
dredging in areas with excessive timber. A booster pump and
pipeline will be required to dispose of the dredged material. An
excavator or backhoe will be used to spread the dredge
material on the disposal site.
252-808-2808 :: 1.888-4RCOAST:: w mccoastaimanaaement.net revised: 12126/06

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
C. (1) WIII navi alional aids be required as a result of the project?
❑Yes Co ❑NA
(11) If yes, explain what type and how they will be Implemented.
NIA
Date. ._.. ,;,,.... - .. .._ ... .
National Gypsum Maintdgance Dieilgirig,
Project Name
Meghan,Zehdnger
....
Appllcaid /N�am/ef
p0..
,AJr
d. (1) Will wetlands be crossed in transporting equipment to project
site? ®Yes ❑No ❑NA
(II) If yes, explain steps that will be taken to avoid or minimize
envbonmenlal impacts.
The wetland around the disposal area will not be permanently
Impacted from the dredge disposal. Minimal temporary Impacts
to the wetland may occur to transport construction equipment to
the site and for the dredge material temporary pipeline
placement. Efforts witl be made to avoid or minimize temporary
Welland impacts to the greatest extent possible by selecting a
feasible temporary pipeline and equipment crossing location in
an area with the smallest amount of we0andslf wetlands must be
temporarily Impacted, timber crane mats will be temporarily
placed on the wetlands to allow construction equipment to cross.
All temporarily Impacted wetlands will be restored to the original
condition,
252.808.2808 :: 1.888.4RCOA5T :: www.neccastalmananement.not revised: 12/26106

I
CNorth Carolina Department of Environmental Quality
ccDivision of Coastal Management
Major Permit Application
m Section 3 —Topo & Aerial Maps
URBRn■
CAMA MAJOR PERMIT APPLICATION
SECTION 3 - TOPO & AERIAL MAPS
The following maps are included in this section:
Figure 3a: USGS Topographic Map of the Maintenance Dredge Area & Private Confined
Disposal Facility
Figure 3b: Aerial Site Location of the Maintenance Dredge Area& Proposed Dredge Area
Figure 3c: Aerial Site Location of the National Gypsum Facility and Proposed Dredge Area

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North Carolina Department of Environmental Qualiry
CDivision of Coastal Management
Major Permit Application
QSection 4—Project Drawings
J�
URBAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 4 - PROJECT DRAWINGS
Drawings of the proposed maintenance dredging project area included in this section.

CNorth Carolina Department of Environmental Quality
�T Division of Coastal Management
im Major Permit Application
t % , m Section 5—Project Narrative
UABAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 5 - PROJECT NARRATIVE
A narrative description of the project is provided below.

National Gypsum Wilmington — Maintenance Dredge -1- Project Narrative
t
Project Narrative
National Gypsum Wilmington — Maintenance Dredging
Project Name: National Gypsum Wilmington Maintenance Dredging
Project Description: The proposed project includes maintenance dredging at National
Gypsum's Wilmington commercial berth facility to a depth of -36' MLW (-12,000 cubic
yards of material) and -2 feet overdredge (-5,000 cubic yards of material) in order to
continue National Gypsum's operations at their Wilmington Facility. This project consists
of dredging approximately 17,000 cubic yards of silt, clay, and sand from the navigable
waters of the United States. The dredge quantities were calculated based on the latest
sounding. The dredge material will be disposed at a private confined disposal facility (CDF)
located in Brunswick County (ParcelI No. 05900006) at approximately 34.176788 N, -
77.963510 W, which is directly across the river from the proposed maintenance dredging
area. The proposed project will require a Section 404/10 permit and a CAMA Major Permit.
This project is considered maintenance dredging since the berthing area was dredged in the
past. No portion of this maintenance dredging project has been completed yet.
Owner's Contact
Ms. Meghan Zehringer
Engineering Project Manager
Waterways
National Gypsum Company
2ooi Rexford Road
Charlotte, NC 28211
[phone] (phone)
(704) 365-73i6 (fax)
Where: National Gypsum Company
838 Sunnyvale Drive
Wilmington, NC 28412
Engineer's Contact
Mr. Peter Brennan, PE
Deputy Practice Leader, Ports &
Urban Engineers, Inc.
530 Walnut Street, 14th Floor
Philadelphia, PA igio6-3586
[phone] (phone)
[phone] (fax)
Project Purpose and Need: Maintenance dredging is imperative at the National Gypsum
Wilmington facility in order for National Gypsum to continue their operations in this region.
This area has not been dredged since at least the early 2000s and therefore there is a
significant need to deepen the berthing area to ensure the safe passage of ships and to
accommodate the ships required for National Gypsum to receive gypsum shipments. If the
berthing area is not dredged, this wile lead to significant financial implications for National
Gypsum and ultimately impact the local economy. The proposed dredging is anticipated to
occur in 2021. The proposed dredging will not change the use of the site.
Site Background and Current Conditions: The proposed approximately 2.5-acre
maintenance dredging area is owned by National Gypsum Company (NGC) and is located in
the Cape Fear River (Stream Classification "SC") at approximately Lat: 34.17375 N, Long: -
75.957511 W in New Hanover County, The area to be dredged is National Gypsum's berth in
the Cape Fear River. The Cape Fear River bottom material in the vicinity of the proposed
maintenance dredging area is composed of silt, clay, sand and some wood debris, per the
sediment sampling in November 2019. The project area is located in open water with depths
ranging from approximately -12 MLW to -37 MLW. Due to past maintenance dredging and

National Gypsum Wilmineton — Maintenance Dredee -2- Proiect Narrative
frequent use of the area by large ships, submerged vegetation is not located within the
project area.
National Gypsum Company uses the facility for unloading gypsum for wallboard production
at the wallboard plant across River Road. The manufacturing facilities are located on the
east side of SR iioo with a conveyor belt crossing the highway to the property on the west
side. The conveyor continues along a pier extending into Cape Fear River terminating on the
shipping berth. There is a paved access way from SR iloo to the river. The existing berthing
facility extends approximately 1,68o feet into the Cape Fear River, with a dock extending
approximately 195 feet to the north of the pier.
The National Gypsum Wilmington facility was constructed in 1975, at which time the river
adjacent to the berth was dredged to a depth of 35 feet MLW. Maintenance dredging
occurred at the site at regular intervals until the 19gos or early 2000s. The National Gypsum
plant was shut down in early 2009 and;then resumed shipping in 2018.
The adjacent property land use consists of mixed industrial and commercially developed
properties. National Gypsum is located in a highly industrial area, with adjacent activities
including fuel processing plants and commercial ports; all have commercial docks. The
channel of the Cape Fear River is continually maintained for commercial navigation by the
US Army Corps of Engineers (USACE)J
The area where the dredged material' will be stored is approximately 25 acres and has
previously been used as a dredged material disposal facility. National Gypsum has utilized
this disposal facility for dredged material disposal as recent as the 2000s. This site is owned
_ by Bate, Land and Timber (BLT) Trust. The adjacent properties are vacant.
I
Proposed Dredging Methodology The proposed maintenance dredging will be performed
via hydraulic dredging (cutter suction dredge) and mechanical dredging. The hydraulic
dredging will consist of a cutter head and a hydraulic booster pump. The cutter head will be
lowered into the sediment bed to fluidize the sediment agitation and to draw the slurry into
the suction pipe. The material will then be pumped through a sunken pipe that extends
across the bottom of the Cape Fear River and into the upland CDF.
Sediment sampling was performed at the proposed dredge area in November 2019. The
results noted wood debris in some of the samples collected. If significant timber debris are
encountered, theywill be removed by mechanical means, using either a backhoe or clamshell
bucket, to allow for continued hydraulic dredging. The debris will then be placed in a scow
and transported to the disposal facility.
The dredge material will be discharged at the CDF that will be isolated by an earthen berm.
A backhoe will move the pipe/material around as needed within the CDF during dredging.
Water pumped with the dredge material will be contained in the placement site until the
solids settle out. Once settled, the effluent will drain back to the river in a controlled manner
through the weirs. Both the weir elevation and effluent content will be monitored to stay
within permitted effluent parameters.
Work associated with the proposed project will only take 1 to 2 months. Specifically, the
maintenance dredging is expected to take approximately 2 weeks to complete; a turbidity
barrier will be implemented around the dredge area (refer to Sheet GN-2 in the design plan

National Gypsum Wilminton — Maintenance Dredee -3- Proiect Narrative
set). Prior to the maintenance dredging, the pipe will be strung across the bottom of the
river, which will take about 2 days. I Some minor grading and maintenance work is
anticipated at the CDF to prepare for the disposal of the dredge material; this work is
anticipated to take approximately 2 to 4 weeks.
Proposed Dredge Material Disposal: National Gypsum intends to dispose of the dredge
material at an existing private confined disposal facility located in Brunswick County (Parcel
No. 05900006) at approximately 34.176788 N,-77.963510 W, which is across the river from
the proposed maintenance dredging area. The dredged material CDF is currently owned by
Bate, Land and Timber (BLT) Trust. Urban anticipates that the dredge disposal will be
placed on approximately 25 acres of the CDF, primarily in the area previously used for
dredge disposal. The dredged material will be confined on high ground to prevent spill -over
of solids into any marsh or surrounding waters. The berm height varies between 28 feet
above MHW at the inlet (northern) side, to 18 feet above MHW at the outlet (southern) side).
Water pumped with the dredged material will be contained in the placement site until the
solids settle out. The terminal end of the pipeline will be positioned at least 50 feet from any
part of the dike and the distance between this inflow point and the weir spillways will be
maximized to allow settlement of suspended solids. During dredging operations, the
material inflow point, weir elevation, and CDF grading will be maintained to promote proper
drainage. The disposal process will be monitored and the flow rate will be regulated to avoid
overtopping of the CDF berms and prevent excessive ponding.
The material will be stabilized to keep sediments from entering adjacent waters or wetlands.
The effluent will drain back to the river in a controlled manner through the weir. Effluent
will be contained in pipes and discharged at a point in the water past visible vegetation and
f below the normal high water line to prevent gully erosion and unnecessary siltation. A water
control structure will be installed at the intake end of the effluent pipe to assure compliance
with water quality standards. Effluent sampling and monitoring will be performed to adhere
to water quality standards, including stopping dredging and treating effluent, as needed.
During dredging operations, a turbidity curtain will be installed around the outfall of the
effluent pipes to further reduce any remaining turbidity.
Seasonal restrictions for maintenance dredging will be adhered to as directed by the
regulatory agencies.
Historic Permits: Permits have been issued for dredging in this area in the past. On August
30,1994/September 14,1994, Permit No.102-94 (Water Quality Certification No. 2668)
was issued by the North Carolina Department of Environment, Health & Natural
Resources and Coastal Resources Co1innission Division of Coastal Management (DCM)
and USACE (Action No.199403672) to dredge the area to -35 MLW via hydraulic
dredging. The DCM permit was renewed on February 18,1998 and April 21, 2003 to
perform maintenance dredging in this' area. The DCM Permit 102-94 was modified on
November 17, 2003 to increase the dredge depth to -44 feet MLW.
Wetlands: There are no wetlands in the vicinity of the maintenance dredge area adjacent to
National Gypsum's berthing facility.
i
I
Coastal wetlands are present along the area surrounding the proposed disposal area (refer
( to Section 9 for the wetlands report). The dredged material will not be placed within the
wetlands; therefore the wetlands around the disposal area will not be permanently

National Gypsum Wilmington — Maintenance Dredge -4- Proiect Narrative
impacted from the dredge disposal. Minimal temporary impacts to the wetland may occur
in order to transport construction equipment to the site and for the dredge material
- temporary pipeline placement. Efforts will be made to avoid or minimize temporary
wetland impacts to the greatest extent possible by selecting a feasible temporary pipeline
and equipment crossing location in an area with the smallest amount of wetlands. If
wetlands must be temporarily impacted, timber crane mats will be temporarily placed on
the wetlands to allow construction equipment to cross. All temporarily impacted wetlands
will be restored to the original condition.
Project Proponent Statements
The project proponent hereby certifies that all information contained herein is true, accurate, and complete
to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.

CNorth Carolina Department of Environmental Quality
Division of Coastal Management
T
` 6L Major
permi(AiApplication
�Application Fe
URBRni
CAMA MAJOR PERMIT APPLICATION
SECTION 6 - APPLICATION FEE
t
The application fee for dredging more ,than 1 acre of open water or impacts 150 linear feet or more
of a stream is $475. A check (Check No. 914527) for $475 made payable to NCDEQ is enclosed
within this section.

CNorth Carolina Department of Environmental Quality
Division of Coastal
Perm Management
m MajoritApplication
rr Section 7—Deed
URBAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 7 - DEED
The Warranty Deed and Assignment of Lease for the subject property is attached.

100K PAGE
160'1 0011
Gramme's Address Is:
Notional Gypsum Company
Suite 700
2501 Ceder Springs Road
Dallas, Texas 75201.1433
THE STATE OF NORTH CAROLINA 5
5
COUNTY OF NEW HANOVER 5
Iti t :'.,,L11 ,'.t . .
MARY ;..•; 1 r
NEGIb IEls
IIANOVEII Cu h0
'93 JUL 20 RBI 0 32
KNOW ALLUEN BY71MMPRPSEN S:
not on October 28,1990, National Gypsum Company, a Delaware corporation now
known as Asbestos Clalms Menagement Corporation C' canto ),Bled hipetition for relief
under Title 11 of the United States Bankruptcy Code (the '7Jan IO Code") with the
Northern District of Texas, Dallas Division (the "QIII N styled In re National Gypsum
Company, a Delaware corporation, and Aancor Holdings, Inc., a Delaware corporation, Case
Nos. 390-37213-SAF-11 and 390-37214-SAF-11 (Jointly Administered); and
That on March 9, 1!
Amended and Restated Jol
Jj qQ and Aancor Holdlnl
and all modifications throe
approval, approved certai
including, without limita6or
into between Grantor, as
formerly named New NGC
corporation; and
QrJ That the Assets Pm
of the Findings of Fact and
Restated Joint Plan of Rea
Inc. entered by thus Court 1
That as of the
Agreement; and
That as of the
consummation of the in
13, the Court entered Its order ("DI&t5 confirming the First
t Plan of Reorganization of National Gypsum Company ("9Jd
, Inc, Chem O. as morlified (as confirmed, together with any
is the date hereof, the "Ern"), and, in connection with such
documents in implementation and execution of the Plan,
an Assets Purchase Agreement (herein so called) to be entered
eller, National Gypsum Company, a Delaware corporation
Inc. � �, as buyer, and Us Austin Company, an Ohio
sae Agreement is attached as' Eddlilt E" to and made a part
ondmions of Law on Confirmation of the First Amended and
udration of National Gypsum Company and Auncor Holdings,
March 9,1993; and
Grantor and.Grantee entered Into the Assets Pure(!
hereof, Grantor and Grantee commenced timing and
in contemplated by the Assets Purchase Agreement.
Now, therefore, for and in consideration of the sum of TEN DOII A4S and other
valuable consideration to the undersigned paid by Grantee, the receipt of which is hereby
acknowledged, and pursttent to Sevt on 5.3(c) of the Plan, Section 1.1 of the Ai3ets Purcbase
Agreement, and paragraph 6(a) of the Order, Grantor has GRANTED, SOLD, ASSIGNED,
and CONVEYED, and by these presents does GRANT, SELL, ASSIGN, :tad CONVEY,
without warranty (express or Implied) except as expressly set forth below and subject to the.
Nailed to: Chioago Title Insurance Cecq:-,y
8roenag oggHe 27401

160'I 0012
Remaining liens (as hereinafter defined), unto Grantee, f U all Ilia[ certain property situated
in New Hanover County, North Carolina, and more fully described in Exhibit A attached
hereto and made a part hereof for all purposes, and jg) all of Grumor's right, title nod
interest in, to and under that certain lease dated September 26, 1980, as amended June 17,
1986, (the "J="), covering certain property more particularly described therein, by and
between Grantor, as tenant, and Seaboard Coast Line Railroad Company, a Virginia
corporation, as landlord, a copy of which Is attached hereto as Exhibit B and made a part
hereof for all purposes, the leasehold estate created by the Unit (the "j r. se RI his") and
the leasehold improvements located in or on the leasehold estate; together with M all
buildings, structures, fixtures, and improvements located on the property described herein,
j,U any and all interests of Grantor in adjacent tracts of land, and &I all interest, if any, of
Grantor in strips or gores between the property described herein and abutting properties
and any land lying in or under the bed of any street, alley, road, or right-of-way, opened or
proposed, abutting or adjacent to the property described herein, rights, easements, and other
interests appurtenant thereto, and the matters described on Exhibit C attached hereto and
made a pan hereof for all purposes (collectively, the "EwV=&),.and the conveyance of the
Property hereby is being effected jjl free and clear of JW any mortgage, lien, pledge,
charge, security Interest, encumbrance, or other securitydeviee(collectively,"{,1oJ ),Many
right of payment, or any right to an equitable remedy for breach of performance if such
breach gives rise to a right of payment, from either Old NGC or Annear, in either case
whether such right is reduced to judgment, fixed, contingent, matured, unmatured, disputed,
undisputed, secured, or unsecured (collectively, "Qftjm"), Q any equity interest in Old
NGC or Aancor represented by the common stock of Old NGC or Aancor, and JW
liabilities, duties, obligations, options, charges, Hens, security interests, infringements, and
other burdens, encumbrances and interests thereon or thereagainst of whatever type or
description, including those of the Y.ind specified in sections 502(g), (h), and (I) of the
Bankruptcy Code, and preferential tights or rights of first refusal of any kind or nature
whatsoever, whether direct or indirect, absolute or contingent, matured or unmatured,
liquidated or unliquldated, of, by, or against Grantor or the Property (items gated in clauses
LM through M are herein sometimes referred to collectively as the "EneUmhrMUC), other
[ban such Encumbrances to the extent affecting the Property and not otherwise resolved,
released, avoided, or otherwise terminated pursuant to the Plan or by [-trial Order (as
defined in the Plan) of the Court, including, without limitation, liens on the Property
securing Secured Claims (as defined in the Plan) (collectively,'$r,)nglejnJ1lz ). and M
with respect to contracts or leases assigned or transferred hereby, notwithstanding a
provision In any contract or lease (including, without limitation, mineral and gypsum deposit
leases) or any applicable law that piribibits, restricts or conditions the assignment or transfer
of that contract or lease, including all preferential rights or lights of first refusal of any 1..
or nature whatsoever, pursuant to section 365(f) of the Bankruptcy Code (arovided• that
such prohibition, restriction or condition of assignment or transfer shall be negated only with
respect to transfers and aisigtunents effected pursuant hereby or pursuant to the Assets
Purchase Agreement and tho other Plan Documents (as defined in the Plan) as
contemplated by the Plan, and that such prohibitions, restrictions and conditions of
assignment shall otherwise remain in full force and effect and a part of the contract or lease
so assigned or transferred); provided, however, that the conveyance orthe Property effected
I ,

100K PACE
160H 0013
hereby specifically Is toads without eqy representallons or warranties to Grantee as W
Grantor's righls,lltle, or Interests In or to 1hOroperty, except to the extent expressly Be,
forth berelnabove, and subject to such further disclaimers of warranties canmined in
Sections 4.1(a) and 4.1(b) of the Assets Purchase Agreement, which are incorporated by
reference hereto and made a part hereof for all purposes, but with full substitution and
subrogation or Grantee In and to all rights and actions of warranty that Grantor may have
against all persons other than Austin or Its subsidiaries, the NGC Asbestos Settlement
Fund, the Asbestos Committee, or the Legal Representative (each as deflued In the Plan);
and provided, rrther, however, that nothing contained herein shall be deemed a welver of
the rejection of any unexpired lease or executory contract pursuant to the Plan or an
assumption of amrmatlon by Grantee of soy such unexpired lease or ezeeutory contract
rejected pursuant to the Plan.
TO HAVE AND TO HOLD the Property, together with all and singular the rights
and appurtenances thereunto in anywise belonging unto Grantee, Its successors and assigns
forever, or, in the case of the Lease Rights and such leasehold estate, for and during the
remainder of the term mentioned in the Lease and any extensions or renewals thereof; and
r
Grantor does hereby bind itself, Its successors and assigns to WARRANT AND FOREVER
DEFEND, all and singular the Property unto Grantee, its successors and assigns, against
every person whomsoever lawfully claiming or to claim the same or any pan, thereof;
provided, however, that, notwithstanding the foregoing, any claim, cause of action, or
demand with respect to any rights, title, or interests in or to the Property, including, without
limitation, any claim, cause of action, or demand for failure to deliver the Property Gee and
S
clear of all Encumbrances other than RemaWng Llens, as well as any representations. or
warranties of Grantor with respect to the, Property, shall be limited as provided in
.'
Section 4.1(c) and 4.2 of the Assets Purchase Agreement
za .
Notwithstanding any other provision of this Deed, the rights and remedies of Gra nice
are limited in accordance with Sections 43(c) and Section 4.2 of the Assets Purchase
Agreement, which Sections arc incorporated by referruce herein and made a part hereof for
i
all purposes.
The Lease has been assumed and assigned pursuant to section 365 of the Bankruptcy
Code. Pursuant to Section 21(a)(ii) of the Assets Purchase Agreement, Grantee has
assumed ag obligations of Grantor under the Lease effective as of the effective date of this
.r .;
Deed.
r•
The undertakings, covenants and agreements contained herein shall be binding upon,
and Inure to the benefit of, the parties hereto, and their respective successors, assigns and
y.
legal representatives.
3
i,

In witness whereof, Grantor has caused this instrument to be 'signed ut its
nnuse by Its duly authorized officers and its seal m be hercunar affixed by anthnrry "d ar'
Board of Director
, this fyl
day of may._. 1993 to be effective as r,l tic
day of
1993.
Ganrrroa:
tr
t{(�1r�r'ale
.
Scall
ASBESTOS CLAIMS MANAGEML•N'f
CORPORATION, a Delaware
corporation formerly named
YAP Y ,, .,.
National Gypsum Company
r�y'g:•
'i:ripe• odf :
Name:
Title: %Arp President
STATE OF TEXAS 5
S
COUNTY OF DALLAS S
I, a Notary Public of the County and State aforesaid, certify that A 110
personally came before me this day and acknowledged that _ he is
T%r reS;a eSeeraary of Asbestos Claims Management Corporation, a Delaware
corporation, and that by authority duly given and as the act of the corporation, the foregoing
Instrument was si e,�7t�� I its name b Its V; ce President, sealed with its corporate
seal and attested t, I(P cc,% O. Nonsb j es ib ��/'•rANrsecreta.
Witness my hand and official stamp or seal, this Is_ day of � ��sr 19Dj
t �5 >rggry;, .n hUn nL L -A. �Unt 1
r.{,ri341"i.��w4
My commission expires: to - i 1-9 G.
Thh era f Z V dq W..j 197L
Mursoe Ooa, of1�
......... .... ........... .. . .

CNorth Carolina Department of Environmental Quality
I
�.L Division of CoastalManagement
Major Permit Application
CESeelion 8 —Agent Authorization Form
URBRni
CAMA MAJOR PERMIT APPLICATION
SECTION 8 - AGENT AUTHORIZATION FORM
Urban Engineers Inc. has been authorized to act as the agent for the applicant (National Gypsum
Company). Therefore, the completed Agent Authorization Form is attached.

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
National Gypsum Company
Mailing Address: 2001 Rexford Road
Phone Number:
Charlotte, NC 28211
704-365-7316
Email Address: National Gypsum Company
I certify that I have authorized Urban Engineers, Inc. (Jennifer L. Waters) ,
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Maintenance Dredging
at National Gypsum Wilmington
at my property located at 838 Sunnyvale Drive, Wilmington, NC 28412
r"
in New Hanover County.
i furthermore certify that i am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Meahan Zehrinaer I
Print or Type Name
Engineering Project Manager
Title
d 2 1 t7 6 / 2mz®
Date
This certification is valid through 05 j / 30 1 2030
�� I

CNorth
QDivision
Carolina Department of Environmental Quality
of Coastal Management
Major Permit Application
L\i
Section 9—Wetlands
/
�
uReAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 9 - WETLAND DELINEATION
The proposed maintenance dredging area consists of open water adjacent to National Gypsum's
berth, therefore no wetlands are located within the proposed dredge area.
A wetland delineation was performed in 2009 and 2020 at the confined disposal facility (CDF)
where National Gypsum will dispose of the dredge material. The US Army Corps of Engineers and
NC CAMA performed the Jurisdictional Determination (JD) field visit on September 9, 2020 to
verify the wetland delineation performed by SandEC in 2020. Although the JD has not been issued
yet, an email summary from the JD site visit is included in this section indicating that the USACE
and CAMA have agreed to the line/limits of their jurisdiction being demarcated on the attached 2020
wetland delineation map.
The wetlands delineation report from 2020 is attached and the wetland map and JD prepared as part
of the 2009 delineation is also attached.
Coastal wetlands were identified along the area surrounding the proposed disposal area; however
wetlands are not located in the area where the dredge material will be stored. The dredged material
will not be placed within the wetlands; therefore the wetlands around the disposal area will not be
permanently impacted. Efforts will be made to avoid or minimize temporary wetland impacts to the
greatest extent possible by selecting a feasible temporary pipeline and equipment crossing location
in an area with no delineated wetlands (refer to Plan GA-3 in Section 4). No wetlands are
anticipated to be temporarily or permanently impacted.
Timber crane mats will be temporarily placed in the location where the pipe will be placed to allow
construction equipment to cross. If any wetlands will be temporarily impacted, they will be restored
to the original condition.

Soil & Environmental Consultants, PA
8412 FAs of Neuse Road, Suite 104, R+leigh, NC 27615 • Phoue: [phone] • Fax: [phone]
smdec.com
March 9, 2020
S&EC Project No.: 13870.W6
To: Urban Engineers, Inc.
Attn: Jennifer Waters
530 Walnut St.
Philadelphia, PA 19106
Re: Wetland Delineation and Stream Evaluation
National Gypsum Site (Dredge Disposal Area)
Wilmington, NC
Ms. Waters:
On February 26, 2020, S&EC personnel completed the wetland delineation and stream evaluation on the
National Gypsum Property (Dredge Disposal Area) in Wilmington, NC. You will find the attached report
detailing our findings. Maps that further document the wetland and stream related site characteristics are
also attached.
• The next step in the wetland and stream verification process is to visit the site with the Army Corps of
Engineers' agent for Brunswick County, as well as a representative from DCM to review the potential
CAMA wetlands onsite. S&EC will schedule this site visit at your request.
As you move forward in planning your development, S&EC personnel are available for site plan review
and permit consultation services. Please contact S&EC if you have any questions related to wetland and
stream regulations or if you need clarification of the attached report.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
Steven Ball, RF, PWS
Project Manager
Attachments:
1) Wetland Delineation Report
2) USGS site vicinity map
3) NRCS Soil Survey
4) Wetland & Stream Sketch,Map
5) Agent Authorization Form
11

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
DETAILED WETLAND DELINEATION FOR THE NATIONAL GYPSUM
SITE (DREDGE DISPOSAL AREA
On FEBRUARY 269 2020,,S&EC personnel completed a detailed wetland delineation
and stream evaluation on the National Gypsum Site (Dredge Disposal Area) (140 acres). The
site is located on an island directly across the Cape Fear River to the west from 838 Sunnyvale
Dr, Wilmington, NC 28412. Figure 1 and Figure 2 show the location of the site on a USGS
topographic quadrangle and NRCS County Soil Survey, respectively.
EXECUTIVE SUMMARY
We have determined that wetlands generally account for the jurisdictional waters observed on
the site. The attached wetland sketch map depicts the approximate locations of streams and
wetlands identified during our evaluation. P lease refer to the sketch map and the results and
recommendations section below for more detailed information.
The detailed wetland delineation consisted bf traversing the property to examine soils,
vegetation, and hydrology across the site in'search of areas that meet the criteria for jurisdictional
wetlands as described by the procedures set forth in the Corns of Engineers Wetlands
Delineation Manual (January 1987 — Final Report) and.Re inal Supplement (Version 2.0).
Areas on the site with positive indicators of hydric soils, evidence of wetland hydrology, and
presence of hydrophytic vegetation were flagged with sequentially numbered, orange S&EC logo
flagging. Proof of wetland hydrology would be the existence of hydric soils with oxidized root
channels in the upper 12 inches of the soil profile, water borne deposits, drift lines, scour marks,
drainage patterns, regional indicators of soil saturation, etc. Surface waters such as intermittent
and peremlial stream channels, ponds, and lakes, which are also subject to regulation by the US
Army Corps of Engineers (USACE) as waters of the US, were also identified. These surface
waters may also be referred to as jurisdictional waters to indicate that they are within the
jurisdiction of the USACE. It is important ito note that wetlands are also classified as waters of
the US and regulated by the USACE underlauthority of the Clean Water Act (33 USC 1344).
RESULTS & RECOlIIDIENDATIONS
I
The results of the detailed wetland delineation and stream evaluation are discussed below.
Wetlands and Jurisdictional Waters:
We have determined that jurisdictional waters (i.e., wetlands) exist on the site. Please refer to
the attached "Wetland Sketch Map" for sp�cific flag numbers and approximate locations.
S&EJ Project #: 13870. W6
March 9, 2020

March 9, 2020
S&EC Project #: 13870.W6
Page 2 of 3
Surface waters on this site flow into the Cape Fear River in which has been classified in
"Classification and NC DWQ Standards Applicable to Surface Waters and Wetlands of North
Carolina" as SC.
Section 404 and CAMA Wetlands
The wetlands onsite were identified as being, a Estuarine Woody Welland and Salt/Brackish
Marsh (CAMA) type as outlined in the publication I"NCWAM Manual." This wetland type is
common throughout the estuaries and coastal rivers in North Carolina that contain tidal
influence.
Please note that there are likely CAMA (Coastal Area Management Act) wetlands onsite that are
approximately shown on the attached sketch. A representative from CAMA/DCM will need to
confirm these wetlands.
The site is also likely located within the "Areas of Environmental Concern" (AEC) as designated
by the Coastal Resources Commission. This site will likely contain a 75' buffer from the
Normal High -Water Line of the Cape Fear River (Public Trust Waters).
All S&EC flags comprising the wetland and jurisdictional waters delineation should be surveyed
for use in site planning and USACE approval and permitting. Please have the property owner or
contracting buyer complete the attached agent authorization form ifyou would like S&EC to act
on their behalf for requesting approval of the wetland delineation. This form will also be used in
preparing a permit application for impacts to wetlands or surface waters when we are provided
with a plan showing the proposed impacts. S&EC cannot conduct correspondence with the
USACE unless we have agent authorization (see attached Agent Authorization). This
authorization form must be filled out in its entirety and returned to S&EC (a faxed copy is
acceptable).
Regulations .
A general list of regulations that apply to jurisdictional wetlands and waters present on the site
are discussed below. Please be aware that other local, state, and federal regulations not included
in this list may also apply. S&EC personnel are available to discuss these regulations as they
apply to your project.
6l edand Perinitting:
The current Nationwide Permits were issued by the USACE on March 18, 2017. The USACE
Wilmington District issued revised Regional Conditions for the 2017 Nationwide Permits. We
recommend you forward a conceptual site plan to our office for review by one of our permitting
specialists, who can best advise you of the specific permitting needs as you progress through the
planning process.
"'North Carolina Wetland Assessment Method.

March 9, 2020
S&EC Project H: 13870.W6
Page 3 of 3
Generally, wetland impact permits are issued on a per -project basis as determined by the
USACE. The USACE has determined that impacts on parcels sub -divided from larger tracts are
sometimes considered to be cumulative to existing impacts for the large tract. If this is the case,
then thresholds for notification may not apply to your project and impacts to streamshvetlands
must be considered in light of existing pen -nits.
Limitations
Our evaluations, conclusions, and recommendations are based on project and site information
available to us at the time of this report and may require modification if there are any changes in
the project or site conditions, or if additional data about the project or site becomes available in
the future. This report is intended for use by Urban Engineers on this project. These findings are
not intended or recommended to be suitable for reuse on extensions of the project or on any other
project. Reuse on extensions of this project or on any other project shall be done only after
written verification or adaptation by SOIL & ENVIRONMENTAL CONSULTANTS, PA, for
the specific purpose intended.
CONCLUSION
The wetland and stream delineation for the National Gypsum Site (Dredge Disposal Area) was
completed by S&EC on February 26, 2020. This site contains jurisdictional streams and wetland
areas that may require preconstruction authorization for impacts, depending on the size and
nature of the impact (i.e. road construction, lot fill, stormwater.pond construction, etc.). USACE
and CAMA (DCM) verification of our site assessment should be obtained. Following
verification meetings with regulatory agencies, the next step in the stream and wetland
identification and permitting process is to obtain a field survey of our delineation for formal
approval by the USACE. Upon completing the survey, these site constraints may then be
integrated into planning for property development.

kLL
-92
-i4-
4-
!-I-?
Project Number: 13870.W6
I ff = 1000'
03/0912020
Figure 1 - USES Map
National Gypsum
(Dredge Disposal Area)
New Hanover County, NC
Source:
2019 NC Wilmington Quad
11
Fourf
Jetty.
Upper
Bru? ' ISI
RMW'd
0 1,000 2,000
000 N
Feet

Soil & ]Environmental Consultants, PA
841 ^_ Falls of Ncuse Rood, Suite 104, Raleigh, NC 27615 • Phone [phone] • Pox: (9l9) 846.9467
ovsdcc.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: /U111% t 6i a 4,/ } A-% S&EC Project #13_g7o
Date: Zo
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: drArk,`Ps n@(Field Office: A) t tit 5 f In
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the lWilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section I1I10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance andl acceptance of a permit or certification and any and
all associated standard and special conditions.This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 310500954842
Site Address: 1211AC Plat 15132
City, County, State: South Leland, Brunswick County, NC
PROPERTY OWNER INFORMATION:
Name: BLT Trust
Mailing Address: 131 Ocean Blvd. W, Supply, NC 28462
Telephone Number:
(please print)
d
Date
7' :;gs PAOr
Pro erty Owner Signature o11.5 I
Phone..: ffla �70—j9 �lu���raiit��fr/la l 1, ean'�
We hereby certify the above information submitted in this application is true and accurate to J
the best of our knowledge.

J._
U.S. Army Corps of Engineers OMB Control #: 0710.xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET —Atlantic an6 Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R I
(Authority: AR 335-15, paragraph 5-2a)
'roject/Site: National Gypsum (Disposal Area) City/County: Wilmington/Brunswick Sampling Dale: 02/26/2020
Applicant/Owner: BLT Trust (Mark Sanders) State: NC Sampling Point: DP1
Investigalor(s): S&EC - Steven Ball & Joshua Harvey Section, Township, Range: NA
Landfonn (hillside, terrace, etc.): none Local relief (concave, convex, none): none Slope (%): 0
Subregion (LRR or MLRA): LRR T, MLRA 153A Let: 34.176772 ' Long:-77.962325 Datum: NAD 1983
Soil Map Unit Name:
NWI classification: PEM5Rd
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes x No —
Are Vegetation _, Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hyddc Soil Present?
Wetland Hydrology Present?
Remarks:
HYDROLOGY
Yes X No _ Is the Sampled Area
Yes X No within a Wetland? Yes X No
Yes X No I
Welland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Irimary Indicators (minimum of one is required: check all that apply)
Surface Soil Cracks (B6)
__Surface Water (Al) _Aquatic
Fauna (E 13)
_
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
Mad Deposits (B15) (LRR U)
Drainage Patterns (B10)
_
x Saturation (A3)
Sulfide Odor (Ct)
Trim Lines (B16)
_Hydrogen
_Water Marks (Bt) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss
_Dry -Season Water Table (C2)
Sediment Deposits (B2)
of Reduced Iron (C4)
Crayfish Burrows (C8)
—Presence
Deposits (B3)
Iron Reduction in Tilled Soils (C6)
_
Visible on Aerial Imagery (C9)
_Drift _Recent
Mat or Crust (B4)
Muck Surf dlce (C7)
_Saturation
x Geomorphic Position (D2)
_Algal _Thin
_Iron Deposits (B5) _Other
(Explain in Remarks)
_Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (B7)
I
X FAC-Neutral Test (05)
x Water -Stained Leaves (89)
_Sphagnum Moss (Di (LRR T, U)
Field Observations:
Surface Water Present? Yes_ No
x Depth (inches):
Water Table Present? Yes x No
Depth Sinches): 0
Saturation Present? Yes x No_
Depth (inches): 0
Wetland Hydrology Present? Yes X No_
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos,
previous inspections), if available:
i
Remarks:
I
ENG FORM 6116.2SG, JUL 2018
Auannc ana jmt coastai viam — version z.0

I
VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30'r ) % Cover Species? Status
1. Ulmus americana 10 Yes FAC
2. Chamaecypads thyoides 10 Yes OBL
3.
4.
5.
6.
7.
8.
20 =Total Cover
50% of total cover: 10 20% of total cover: 4
Sapling/Shrub Stratum (Plot size: 15'r )
1. Morella cenfera 20 Yes FAC
2. Ligustrum sinense 10 Yes FAC
3. Quemus virginiana 20 Yes FACU
4.
5.
6.
7.
e.
50 =Total Cover
50% of total cover: 25 20% of total cover:
Herb Stratum (Plot size: 5'r )
1. Scirpus cernuus 30 Yes
4.
5.
6.
7.
8.
9.
10.
if.
12.
30 =ITotal Cover
50% of total cover: 15 20% bf total cover:
Woody Vine Stratum (Plot size: 30'r )
1.
2.
3.
4.
5.
-Total Cover
50% of total cover: 20% of total cover:
Remarks: (If observed, list morphological adaptations below.)
10
OBL
6
Sampling Point:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
5 (A)
Total Number of Dominant
Species Across All Strata:
6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
83.3% (A/B)
Total % Cover of:
Multiply by:
OBL species
40
x 1 =
40
FACW species
0
x 2 =
0
FAC species
40
x 3 =
120
FACU species
20
x 4 =
80
UPL species
0
x 5 =
0
Column Totals:
100
(A)
240 (B)
Prevalence Index = B/A =
2.40
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 -Prevalence Index is 53.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must bE
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. ITS cm) or
more in diameter at breast height (DISH), regardless of
height.
Sapling/Shrub- Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb -AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine -All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No_
ENG FORM 6116.2SG, JUL 2018 1 Atlantic and Gulf Coastal Plain - Version 2.0

SOIL
Sampling Point: DPI
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc' Texture
Remarks
OA 10YR 2/1 100 Sandy
4-16 10YR 3/2 90 10YR 4/6 10 C M Sandy Prominent redox concentrations
Lion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
_ Histosol (Al)
_Thin Dark Surface (S9) (LRR S, T, U)
_Histic Epipedon (A2)
Barrier Islands licm Muck (S12)
—Black Histic (A3)
(MLRA 1538, 1153D)
_Hydrogen Sulfide (A4)
_Loamy Mucky Mineral (F1) (LRR O)
_Stratified Layers (A5)
_Loamy Gleyed Matrix (F2)
_Organic Bodies (AS) (LRR P, T, U)
_Depleted Matrix �(F3)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (176)
Presence (A8) (LRR U)
Depleted Dark Surface (F7)
—Muck
_ 1 cm Muck (A9) (LRR P, T)
_
_Redox Depressions (F8)
_ Depleted Below Dark Surface (Al 1)
_Marl (F10) (LRRI U)
Dark Surface (Al2)
Ochric (F11) (MLRA 151)
_Thick
'- —Coast Prairie Redox (Al6) (MLRA 150A)_
_Depleted
Iron -Manganese Masses (F12) (LRR O, P, 1)
i _Sandy Mucky Mineral (St) (LRR O, S)
_Umbric Surface.(F13) (LRR P, T, U)
- Gleyed Matrix (S4)
Ochdc (F17) (MLRA 151)
—Sandy
X Sandy Redox(S5)
_Delta
_Reduced Vertic'(F18)(MLRA 150A, 150B)
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
Polyvalue Below Surface (S8)
(MLRA 149A; 153C, 153D)
_
(LRR S, T, U)
_ Very Shallow Dark
Surface (1722)
(MLRA 138,
152A in FL, 154)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils':
_ 1 cm Muck (A9) (LRR O)
_2 cm Muck (A10) (LRR S)
_Coast Prairie Redox (A16)
(outside MLRA 150A)
_Reduced Vertic (F18)
(outside MLRA 150A, 150B)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Anomalous Bright Floodplain Soils (F20)
(MLRA 153S)
_Red Parent Material (F21)
—Very Shallow Dark Surface (F22)
(outside MLRA 138, 152A in FL, 154)
Bonier Islands Low Chrome Matrix (TS7)
(MLRA 153B, 153D)
Other (Explain in Remarks)
'Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No
ENG FORM 6116.2.SG, JUL 2018 1 Atlantic and Gulf Coastal Plain — Version 2.0

U.S. Army Corps of Engineers OMB Control#: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
;Iroject/Site: National Gypsum (Disposal Area)
City/County: Wilmington/Brunswick
Sampling Date:
02/26/2020
Applicant/Owner: BLT Trust (Mark Sanders)
State:
NC Sampling Point:
DP2
Investigator(s): S&EC - Steven Ball & Joshua Harvey
Section, Township, Range: NA
Landform (hillside, terrace, etc.): none
Local relief (concave, convex, none): none
Slope (%):
0
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat:
34.175139 Long:-77.963119
Datum:
NAD 1983
Soil Map Unit Name: NIA
NWI classification: PSS1Sd
t1F
Are climatic / hydrologic conditions on the site typical for this time of year.? Yes x No_ (If no, explain in Remarks.)
Are Vegetation—, Soil or Hydrology _significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation _, Soil _, or Hydrology _naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
I: PA h1:7611r§Tel I
Yes X No Is the Sampled Area
Yes_ No X within a Wetland? Yes_ No X
Yes No X
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
`Primary Indicators (minimum of one is required: check all that apply)
_Surface Soil Cracks (B6)
Water (All
Fauna (813)
Vegetated Concave Surface (138)
_Surface _Aquatic
Water Table (A2)
Deposits (B15) (LRR U)
_Sparsely
_Drainage Patterns (1310)
_High _Marl
_Saturation (A3) _Hydrogen
Sulfide Odor (Cl)
_Moss Trim Lines (B16)
_ Water Marks (Bt) _Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
Deposits (62)
of Reduced Iron (C4)
Burrows (C8)
_Sediment _Presence
Drift Deposits (133) _Recent
Iron Reduction in Tilled Soils (C6)
I
_Crayfish
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Thin
Muck Surface (07)
_ Geomorphic Position (D2)
_Iron Deposits (85) _Other
(Explain in Remarks)
_Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (B7)
_ FAC-Neutral Test (135)
—Water—Stained Leaves (139)
_ Sphagnum Moss (D8) (LRR T, U)
Field Observations:
i
Surface Water Present? Yes_ No
x Depth (inches):
Wafer Table Present? Yes No
x Depth (inches):
_
Saturation Present? Yes_ No
x Depth (inches):
Wetland Hydrology Present? Yes_ No_
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116.2-SG, JUL 2018 Atlantic and Gulf coastal Plain — Version z.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP2
Absolute Dominant Indicator
Tree Stratum (Plot size: 30'r ) % Cover Species? Status
Dominance Test worksheet:
1. Populus deltoides 30 Yes FAC
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 4 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 4 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
30 =Total Cover
OBL species 20 x 1 = 20
50% of total cover. 15 20% of total cover: 6
FACW species 0 x 2 = 0
Saolino/Shrub Stratum (Plot size: 15'r )
FAC species 70 x 3 = 210
1. Populus deltoides 30 Yes FAC
FACU species 0 x 4 = 0
2. Chamaecyparis thyoides 20 Yes OBL
UPL species 0 x 5 = 0
3.
Column Totals: 90 (A) 230 (B)
4.
Prevalence Index = B/A = 2.56
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
3 - Prevalence Index is s3.0'
50 =Total Cover
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 25 20% of total cover: 10
Herb Stratum (Plot size: 5'r )
1. Andropogon virginicus 10 Yes FAC
'Indicators of hydric soil and wetland hydrology must be
t��
?
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
F 3.
4.
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6.
height.
7.
SaplinglShrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 It (1 m) tall.
9.
10.
Herb -All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
12.
10 =Total Cover
Woody Vine -AII woody vines greater than 3.28 It in
50% of total cover: 5 20% of total cover: 2
height.
Woody Vine Stratum (Plot size: 30'r )
1.
2.
3.
4.
5.
Hydrophytic
=Totall Cover
Vegetation
50% of total cover: 20% of total cover.
Present? Yes X No -
Remarks: (If observed, list morphological adaptations below.)
'
I
ENG FORM 6116-2SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point:
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc' Texture Remarks
0-16 2.5Y 6/4 100
RM=Reduced Matrix, MS=Masked Sand Grains.
Sandy
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
_Histosol (Al)
_Thin Dark Surface (S9) (LRR S, T, U)
_ Histic Epipedon (A2)
_ Barrier Islands 1 cm Muck (S12)
—Black Histic (A3)
(MLRA 153B, 153D)
—Hydrogen Sulfide (A4)
-Loamy Mucky Miineral (F1) (LRR O)
_Stratified Layers (A5)
-Loamy Gleyed Matrix (F2)
_Organic Bodies (AS) (LRR P, T, U)
_Depleted Matrix SF3)
cm Mucky Mineral (A7) (LRR P, T, U)
Redox Dark Surface (F6)
_5
Presence (AS) (LRR U)
_
Dark Surface (F7)
_Muck
1 cm Muck (Ag) (LRR P, n
_Depleted
Redox Depressions (F8)
_
—Depleted Below Dark Surface (All)
_
—Mad (F10) (LRRIU)
Thick Dark Surface(Al2)
_ Depleted Ochric i(F11)(MLRA 151)
/- "'__ Coast Pmirie Redox (A16) (MLRA 150A)_
Iron -Manganese Masses (F12) (LRR O, P, T)
_Sandy Mucky Mineral (S1) (LRR O, S)
Umbric Sur f F13) (LRR P, T, U)
'
_Sandy Gleyed Matrix (S4)
Redox
_ Delta Ochric (1717) (MLRA 151)
Reduced Vedic 1F18) 150A, 150B)
_Sandy (S5)
Matrix (S6)
_ (MLRA
Floodplain Soils (F19) (MLRA 149A)
_Stripped
Surface (S7) (LRR P, S, T, U)
_Piedmont
Bright Floodplain Soils (F20)
—Dark
_ Polyvalue Below Surface (S8)
_Anomalous
(MLRA 149A, 153C, 153D)
(LRR S, T, U)
—Very Shallow Dark Surface (F22)
(MLRA 138, 152A in FL, 154)
Restrictive Layer (if observed):
Type:
Depth (Inches):
'Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils':
_ 1 cm Muck (A9) (LRR O)
_2 cm Muck (Al 0) (LRR S)
Coast Prairie Redox (Al 6)
(outside MLRA 150A)
_Reduced Vertic (Fl8)
(outside MLRA 150A, 150B)
—Piedmont Floodplain Soils (F19) (LRR P, T)
_Anomalous Bright Floodplain Soils (F20)
(MLRA 153B)
_Red Parent Material (F21)
Very Shallow Dark Surface (F22)
(outside MLRA138, 152A In FL, 154)
Barrier Islands Low Chrome Matrix (TS7)
(MLRA 153B, 153D)
Other (Explain in Remarks)
31ndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116.2SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

Page 1 of 11
Jennifer Waters - RE: [External] Re: 2026-00691: National Gypsum/Cape Fear River
Disposal Area, Brunswick Co
From:
Steven Ball <[e-mail]>
To:
'Beecher, Gary H CIV USARMY CESAW (USA)"
<[e-mail]>...
Date:
9/21/2020 3:50 PM
Subject:
RE: [External] Re: 2020-00691: National Gypsum/Cape Fear River Disposal Area,
Brunswick Co
Cc:
Jennifer Waters <[e-mail]>, Peter Brennan <pbrennan@u...
Attachments:
VW-051400015_S&EC_National Gypsum Dredge Area -
mGYPSUM_prelim.pdf;
Wetland Map 2020 (w photo coments).pdf
All,
Per our site visit from September 9th, there were no changes to the delineation around the perimeter of
the spoil island. Apologies for the delay in sending this out. The USACE and CAMA have agreed to the
line/limits of their jurisdiction being the demarcated S&EC line in the attached wetland sketch. The
attached line could be considered the CAMA line and can be regulated as such. Also attached is a DRAFT
PDF survey of the flags around the perimeter from McKim and Creed. Please let me know if you have any
questions or require any additional info.
Gary, let me know when you think you could issue the 1D on this site.
Thanks for everyone's help.
Steven
Steven Ball, RF, PWS
NC Registered Forester #1723
Professional Wetland Scientist #2732
Soil and Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Mobile-919-691-2114
Office-919-846-5900
Visit us at Sandec.com
From: Beecher, Gary H CIV USARMY CESAW (,SA) <[e-mail]>
Sent: Tuesday, September 8, 2020 9:05 AM
To: Steven Ball <[e-mail]>; Dail, Jason <[e-mail]>; David Jones
<[e-mail]>; MacPherson, Tara <[e-mail]>; Noelle Lutheran
<[e-mail]>
Cc: Jennifer Waters <[e-mail]>; Peter Brennan <[e-mail]>;
Elks, Katharine B <[e-mail]>
Subject: RE: [External] Re: 2020-00691: National Gypsum/Cape Fear River Disposal Area, Brunswick Co
file:///C:/Users/jlwaters/AppData/Local/Temp/XPgrpwise/5F68CBBDurbanO l urban-hql ... 10/22/2020

TNorth Carolina Department of Environmental Quality
a: Division of Coastal Management
m Major Permit Application
Section 10—Adjacenl Properly Owner Notification
L\i�
uRean■
CAMA MAJOR PERMIT APPLICATION
SECTION 10 - ADJACENT PROPERTY OWNER NOTICE
Certified letters with copies of the application package (application forms, project narrative, and site
drawings/maps) were sent to all adjacent property owners to National Gypsum Parcel R06400-001-
002-OOB in New Hanover County and the private confined disposal facility Parcel 05900006 in
Brunswick County. This notification also included instructions to the adjacent property owner that
any objections or concerns they have about the proposed development. The signed certified return
mail receipts are included in this section.
i
The adjacent property owners to the pri posed dredging area are:
1. Kinder Morgan Terminals Wilmington LLC
3340 River Road
Wilmington, NC 28412
Parcel ID: R06400-001-
2. Port Cape Fear Associates,
3410 River Road
Wilmington, NC 28412
Parcel ID: R06400-001-02,

x
Ir
M1
S
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.. 5'so to x+.t Stroet
P;J)Ddel I u PA 19i06
ANGINEERS
June 25, 2020
Return Receipt Requested
Port Cape Fear Associates, LLC
3410 River Road
Wilmington, NC 28412
Dear Sir or Madam:
National Gypsum Company is applying) for a CAMA Major Permit to perform maintenance
dredging at their shipping berth located in the Cape Fear River, adjacent to 838 Sunnyvale Drive in
Wilmington, New Hanover County, North' Carolina. The specifics of the proposed work are in the
enclosed application forms and drawings.
As the adjacent riparian property owner tq the aforementioned project, I am required to notify you
of the project in order to give you the opportunity to comment on the project. Please review the
attached permit application and drawings Please then indicate if you have any objections to this
proposal on the attached Adjacent Riparian Property Owner Statement and complete the bottom of
the form.
Should you have any objections to this proposal, please send your written comments to Tara
MacPherson, North Carolina Department of Environmental Quality (DEQ) Division of Coastal
Management, 127 Cardinal Drive Ext., Wilmington, NC 28405-3845 within 30 days of your
receipt of this notice. Such comments will be considered by the Department in reaching a final
decision on the application. No comment within 30 days of your receipt of this notice will be
considered as no objection. If you have any questions on this project, please call me at 215-284-
3125, or e-mail me at jlwaters ,urbanengineers.com.
Very truly yours,
URBAN ENGINEERS, INC.
/*_�_ &)L&'
Jennifer L. Waters, P.E.
Permit Coordinator
Enclosures

CERTIFIED MAIL - RETURN RECEIPT REQUESTED
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to National Gypsum Company ,s
838 Sunn (Name of Property Owner)
property located at yvale Drive, Wilmin ton, NC 28412
(Address, Lot, Block, Road, etc.)
on Cape Fear River in Wilmington, New Hanover N.C.
(Waterbody) (CitylTown and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
Project description and site drawing are attached.
If you have objections to what is proposed, you must notify the Division of Coastal Management (DCM) in
writing within 10 days of receipt of this notice. Contact information for DCM office is available at
http://www.nccoastalmanagement.net/web/cm/staff-listing or by calling 1-888-4RCOAST. No response is
considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you 'Must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement. This Section is not
applicable.
I do not wish to waive the 15' setback requirement.
(Property Owner Information)
UU` re
Meghan Zehringer
Print or Type Name
9n01 Rexford Rnad
Mailing Address
Charlotte. NC 28211
City/State2ip
704-3615a300
Telephone Number/email address
aZ.IVNZ0
(Adjacent Property Owner Information)
Signature*
Print or Type Name
Mailing Address
City/State2ip
Telephone Number/email address
Date Dale*
'Valid for one calendar year after signature*
(Revised Aug. 2014)

National Gypsum Wilmington — Maintenance Dredge -I- PJect Narrative
l
Project Narrative
National Gypsum Wilmington — Maintenance Dredging
Project Name: National Gypsum Wilmington Maintenance Dredging
Project Description: The proposed project includes maintenance dredging at National
Gypsum's Wilmington commercial berth facility to a depth of -36' MLW (^-12,000 cubic
yards of material) and -2 feet overdredge (-5,000 cubic yards of material) in order to
continue National Gypsum's operations at their Wilmington Facility. This project consists
of dredging approximately 17,000 cubic yards of silt, clay, and sand from the navigable
waters of the United States. The dredge quantities were calculated based on the latest
sounding). The dredge material is anticipated be disposed at a private confined disposal
facility (CDF) located in Brunswick County (Parcel No. 05900006) at approximately
34.176788 N,-77.963510 W, which' is directly across the river from the proposed
maintenance dredging area. This project is considered maintenance dredging since the
berthing area was dredged in the past. No portion of this maintenance dredging project has
been completed yet.
Owner's Contact
Ms. Meghan Zehringer
Engineering Project Manager
Waterways
National Gypsum Company
2001 Rexford Road
Charlotte, NC 28211
[phone] (phone)
[phone] (fax)
Where: National Gypsum Company
838 Sunnyvale Drive
Wilmington, NC 28412
Wilmington facility in order for Natioi
This area has not been dredged sin(
significant need to deepen the berth
accommodate the ships required for I
berthing area is not dredged, this will
Gypsum and ultimately impact the loi
occur in the late fall/early winter of 24
use of the site.
Engineer's Contact
Mr. Peter Brennan, PE
Deputy Practice Leader, Ports &
Urban Engineers, Inc.
530 Walnut Street, 14th Floor
Philadelphia, PA igio6-3586
[phone] (phone)
[phone] (fax)
:e dredging is imperative at the National Gypsum
Gypsum to continue their operations in this region.
at least the early 2000s and therefore there is a
area to ensure the safe passage of ships and to
clonal Gypsum to receive gypsum shipments. If the
ad to significant financial implications for National
economy. The proposed dredging is anticipated to
D/2021. The proposed dredging will not change the
Site Background and Current Conditions: The proposed approximately 2.o-acre
maintenance dredging area is owned by National Gypsum Company (NGC) and is located in
the Cape Fear River (Stream Classification "SC") at approximately Lat: 34.17375 N, Long: -
75.957511 W in New Hanover County.IThe area to be dredged is National Gypsum's berth in
the Cape Fear River. The Cape Fear River bottom material in the vicinity of the proposed
maintenance dredging area is composed of silt, clay, sand and some wood debris, per the
sediment sampling in November 20i9. The project area is located in open water with depths
ranging from approximately -12 MLW to -37 MLW. Due to past maintenance dredging and

National Gypsum Wilmington — Maintenance Dredge -2- Proiect Narrative
past frequent use of the area by large ships, submerged vegetation is not located within the
project area.
National Gypsum Company uses the facility for unloading gypsum for wallboard production
at the wallboard plant across River Road. The manufacturing facilities are located on the
east side of SR iioo with a conveyor belt crossing the highway to the property on the west
side. The conveyor continues along a pier extending into Cape Fear River terminating on the
shipping berth. There is a paved access way from SR iioo to the river. The existing berthing
facility extends approximately 1,68o feet into the Cape Fear River, with a dock extending
approximately 195 feet to the north of the pier.
The National Gypsum Wilmington facility was constructed in 1975, at which time the river
adjacent to the berth was dredged to a depth of 35 feet MLW. Maintenance dredging
occurred at the site at regular intervals until the 199os or early 2000s. The National Gypsum
plant was shut down in early 2009 and then resumed shipping in 2o18.
The area where the dredged material will be stored is approximately 25 acres and has
previously been used as a dredged material disposal facility. National Gypsum has utilized
this disposal facility for dredged material disposal as recent as the 2000s. This site is owned
by Bate, Land and Timber (BLT) Trust.
The adjacent property land use consislts of mixed industrial and commercially developed
properties. National Gypsum is located in a highly industrial area, with adjacent activities
including fuel processing plants and commercial ports; all have commercial docks. The
channel of the Cape Fear River is continually maintained for commercial navigation by the
US Army Corps of Engineers (USACE)!,
Proposed Dredging Methodology: Thel proposed maintenance dredging will be performed
via hydraulic dredging (cutter suction dredge) and will consist of a cutter head and a
hydraulic booster pump. The cutter hdad will be lowered into the sediment bed to fluidize
the sediment agitation and to draw the slurry into the suction pipe. The material will then
be pumped through a sunken pipe that extends across the bottom of the Cape Fear River and
into the upland CDF. The dredge material will be discharged at the CDF that will be isolated
by an earthen berm. A backhoe will move the pipe/material around as needed within the
CDF during dredging. Water pumped with the dredge material will be contained in the
placement site until the solids settle out. Once settled, the effluent will drain back to the river
in a controlled manner through the weir. Both the weir elevation and effluent content will
be monitored to stay within permitted effluent parameters.
Sediment sampling was performed a� the proposed dredge area in November 2oi9. The
results noted wood debris in some of the samples collected. Therefore, mechanical dredging
will be also used in spot locations where excessive timber is present, since mechanical
dredging more effectively removes sediment with timber. Mechanical dredging will be
performed via clamshell to remove the material, which will then be placed in a scow. The
material will then be transported to the disposal facility.
Work associated with the proposed project will only take 1 to 2 months. Specifically, the
maintenance dredging will only take up to 1 week to complete; a turbidity barrier will be
implemented around the dredge. Prior to the maintenance dredging, the pipe will be strung
i across the bottom of the river, which will take about 2 days. Some minor construction is

National Gypsum Wilmington — Maintenance Dredge -3- Proiect Narrative
anticipated at the CDF to prepare for the disposal of the dredge material; this work is
anticipated to take approximately 2 to 4 weeks.
Proposed Dredge Material Disposal: National Gypsum intends to dispose of the dredge
material at an existing private confined disposal facility located in Brunswick County (Parcel
No. 059000o6) at approximately 34.176788 N,-77.963510 W, which is across the river from
the proposed maintenance dredging area. The dredged material CDF is currently owned by
Bate, Land and Timber (BLT) Trust. Urban anticipates that the dredge disposal will be
placed on approximately 25 acres of the CDF, primarily in the area previously used for
dredge disposal. The dredged material will be confined on via a dike to prevent spill -over of
solids into any marsh or surrounding waters. Water pumped with the dredged material will
be contained in the placement site until the solids settle out. The material will be stabilized
to keep sediments from entering adjacent waters or wetlands. The effluent will drain back to
the river in a controlled manner through the weir. Effluent will be contained in a pipe and
discharged at a point in the water past visible vegetation and below the normal low water
line to prevent gully erosion and unnecessary siltation. A water control structure will be
installed at the intake end of the effluent pipe to assure compliance with water quality
standards. Effluent sampling and monitoring will be performed to adhere to water quality
standards, including stopping dredging and treating effluent, as needed.
Timber crane mats will be placed on an approximately 35 feet swath the wetland slopes past
the berms for equipment access and pipeline path. The timber crane mats will be placed on
the minimal area of wetlands possible to minimize temporary impacts to the wetlands.
Seasonal restrictions for maintenance dredging will be adhered to as directed by the
regulatory agencies.
Historic Permits: Permits have been issued for dredging in this area in the past. On August
30,1994/September 14,1994, Permit No.102-94 (Water Quality Certification No. 2668)
was issued by the North Carolina Department of Environment, Health & Natural
Resources and Coastal Resources Commission Division of Coastal Management (DCM)
and USACE (Action No. 199403672) to dredge the area to -35 MLW via hydraulic
dredging. The DCM permit was renewed on February 18,1998 and April 21, 2003 to
perform maintenance dredging in this area. The DCM Permit 102-94 was modified on
November 17, 2003 to increase the dredge depth to -44 feet MLW.

IN
six
15

June 25, 2020
Return Receipt Requested
Kinder Morgan Terminals Wilmington, LLC
3340 River Road
Wilmington, NC 28412
Dear Sir or Madam:
National Gypsum Company is applying for a CAMA Major Permit to perform maintenance
dredging at their shipping berth located in the Cape Fear River, adjacent to 838 Sunnyvale Drive in
Wilmington, New Hanover County, North Carolina. The specifics of the proposed work are in the
enclosed application forms and drawings.
I
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the project in order to give you the opportunity to comment on the project. Please review the
attached permit application and drawings.'Please then indicate if you have any objections to this
proposal on the attached Adjacent Riparian Property Owner Statement and complete the bottom of
the form.
Should you have any objections to this
MacPherson, North Carolina Departmen
Management, 127 Cardinal Drive Ext.,
receipt of this notice. Such comments w
decision on the application. No commer
considered as no objection. If you have
3125, or e-mail me at ilwaters(c4urbanene
Very truly yours,
URBAN ENGINEERS, INC.
Jennifer L. Waters, P.E.
Permit Coordinator
Enclosures
3oposal, please send your written comments to Tara
of Environmental Quality (DEQ) Division of Coastal
Nilmington, NC 28405-3845 within 30 days of your
1 be considered by the Department in reaching a final
within 30 days of your receipt of this notice will be
ry questions on this project, please call me at 215-284-

CERTIFIED MAIL - RETURN RECEIPT REQUESTED
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to National Gypsum Company 's
838 SunnyvaleName of Profrty Owner)
property located at yvale Drive, Wilmington, NC 284�2
(Address, Lot, Block, Road, etc.)
on Cape Fear River in Wilmington, New Hanover N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location.
I have no objection to this proposal.
I have objections to this proposal.
Project description and site drawing are attached.
If you have objections to what is proposed, you must notify the Division of Coastal Management (DCM) in
writing within 10 days of receipt of this notice. Contact information for DCM office is available at
http://www.nccoastaimanagement.nettweb/cm/staff-listing or by calling 1-888-4RCOAST. No response is
considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement. This section is not
I do not wish to waive the 15' setback requirement. applicable
(Property Owner Information)
re
Meehan Zehringer
Print or Type Name
90W Rexford Rnad
Mailing Address
Charlotte, NC 28211
City/Stafe,Zip.
7n4-365-73nn
Telephone Number/email address
OZ.IVNZm
Date
*Valid for one calendar year after signature*
(Adjacent Property Owner Information)
Signature*
Print or Type Name
Mailing Address
City/Statemp
Telephone Number/email address
Date*
(Revised Aug. 2014)

Notional Gypsum Wilmington — Maintenance Dredge -1- Proiect Narrative
Project Narrative
National Gypsum Wilmington — Maintenance Dredging
Project Name: National Gypsum Wilmington Maintenance Dredging
Project Description: The proposed project includes maintenance dredging at National
Gypsum's Wilmington commercial berth facility to a depth of -36' MLW (~12,000 cubic
yards of material) and -2 feet overdredge (-5,00o cubic yards of material) in order to
continue National Gypsum's operations at their Wilmington Facility. This project consists
of dredging approximately 17,000 cubic yards of silt, clay, and sand from the navigable
waters of the United States. The dredge quantities were calculated based on the latest
sounding). The dredge material is anticipated be disposed at a private confined disposal
facility (CDF) located in Brunswick County (Parcel No. o5g00006) at approximately
34.176788 N,-77.963510 W, which is directly across the river from the proposed
maintenance dredging area. This project is considered maintenance dredging since the
berthing area was dredged in the past. No portion of this maintenance dredging project has
been completed yet.
Owner's Contact Engineer's Contact
Ms. Meghan Zehringer Mr. Peter Brennan, PE
Engineering Project Manager Deputy Practice Leader, Ports &
Waterways
National Gypsum Company Urban Engineers, Inc.
2ooi Rexford Road 530 Walnut Street, 14th Floor
Charlotte, NC 28211 Philadelphia, PA 19106-3586
[phone] (phone) [phone] (phone)
[phone] (fax) [phone] (fax)
Where: National Gypsum Company
838 Sunnyvale Drive
Wilmington, NC 28412
Project Purpose and Need: Maintenance dredging is imperative at the National Gypsum
Wilmington facility in order for National Gypsum to continue their operations in this region.
This area has not been dredged since at least the early 20oos and therefore there is a
significant need to deepen the berthing area to ensure the safe passage of ships and to
accommodate the ships required for National Gypsum to receive gypsum shipments. If the
berthing area is not dredged, this will lead to significant financial implications for National
Gypsum and ultimately impact the local economy. The proposed dredging is anticipated to
occur in the late fall/early winter of 20120/2021. The proposed dredging will not change the
use of the site.
Site Background and Current Conditions: The proposed approximately 2.o-acre
maintenance dredging area is owned liy National Gypsum Company (NGC) and is located in
the Cape Fear River (Stream Classification "SC") at approximately Lat: 34.17375 N, Long: -
75.957511 W in New Hanover County. IThe area to be dredged is National Gypsum's berth in
the Cape Fear River. The Cape Fear River bottom material in the vicinity of the proposed
maintenance dredging area is composed of silt, clay, sand and some wood debris, per the
sediment sampling in November 2oig'. The project area is located in open water with depths
ranging from approximately -12 MLW to -37 MLW. Due to past maintenance dredging and

National Gvosum Wilmington — Maintenance Dredee -2- Project Narrative
past frequent use of the area by large ships, submerged vegetation is not located within the
project area.
National Gypsum Company uses the facility for unloading gypsum for wallboard production
at the wallboard plant across River Road. The manufacturing facilities are located on the
east side of SR lioo with a conveyor belt crossing the highway to the property on the west
side. The conveyor continues along a pier extending into Cape Fear River terminating on the
shipping berth. There is a paved access way from SR 110o to the river. The existing berthing
facility extends approximately 1,68o feet into the Cape Fear River, with a dock extending
approximately 195 feet to the north of the pier.
The National Gypsum Wilmington facility was constructed in 1975, at which time the river
adjacent to the berth was dredged to a depth of 35 feet MLW. Maintenance dredging
occurred at the site at regular intervals until the 19gos or early 20oos. The National Gypsum
plant was shut down in early 2009 and then resumed shipping in 2018.
The area where the dredged material will be stored is approximately 25 acres and has
previously been used as a dredged material disposal facility. National Gypsum has utilized
this disposal facility for dredged material disposal as recent as the 2000s. This site is owned
by Bate, Land and Timber (BLT) Trust.
The adjacent property land use consists of mixed industrial and commercially developed
properties. National Gypsum is located in a highly industrial area, with adjacent activities
including fuel processing plants and commercial ports; all have commercial docks. The
channel of the Cape Fear River is continually maintained for commercial navigation by the
i` US Army Corps of Engineers (USACE)
Proposed Dredging Methodology; Thei proposed maintenance dredging will be performed
via hydraulic dredging (cutter suction dredge) and will consist of a cutter head and a
hydraulic booster pump. The cutter head will be lowered into the sediment bed to fluidize
the sediment agitation and to draw the slurry into the suction pipe. The material will then
be pumped through a sunken pipe that extends across the bottom of the Cape Fear River and
into the upland CDF. The dredge material will be discharged at the CDF that will be isolated
by an earthen berm. A backhoe will move the pipe/material around as needed within the
CDF during dredging. Water pumped with the dredge material will be contained in the
placement site until the solids settle out. Once settled, the effluent will drain back to the river
in a controlled manner through the weir. Both the weir elevation and effluent content will
be monitored to stay within permitted leffluent parameters.
Sediment sampling was performed at the proposed dredge area in November 20i9. The
results noted wood debris in some of the samples collected. Therefore, mechanical dredging
will be also used in spot locations where excessive timber is present, since mechanical
dredging more effectively removes sediment with timber. Mechanical dredging will be
performed via clamshell to remove the material, which will then be placed in a scow. The
material will then be transported to thle disposal facility.
Work associated with the proposed pl oject will only take 1 to 2 months. Specifically, the
maintenance dredging will only take up to 1 week to complete; a turbidity barrier will be
j implemented around the dredge. Prior to the maintenance dredging, the pipe will be strung
( across the bottom of the river, which will take about 2 days. Some minor construction is

National Gypsum Wilmington — Maintenance Dredge -3- Proiect Narrative
anticipated at the CDF to prepare for- the disposal of the dredge material; this work is
anticipated to take approximately 2 to 4 weeks.
Proposed Dredge Material Disposal: National Gypsum intends to dispose of the dredge
material at an existing private confined disposal facility located in Brunswick County (Parcel
No. 05900006) at approximately 34.176788 N,-77.963510 W, which is across the river from
the proposed maintenance dredging area. The dredged material CDF is currently owned by
Bate, Land and Timber (BLT) Trust. Urban anticipates that the dredge disposal will be
placed on approximately 25 acres of the CDF, primarily in the area previously used for
dredge disposal. The dredged material will be confined on via a dike to prevent spill -over of
solids into any marsh or surrounding waters. Water pumped with the dredged material will
be contained in the placement site until the solids settle out. The material will be stabilized
to keep sediments from entering adjacent waters or wetlands. The effluent will drain back to
the river in a controlled manner through the weir. Effluent will be contained in a pipe and
discharged at a point in the water past visible vegetation and below the normal low water
line to prevent gully erosion and unnecessary siltation. A water control structure will be
installed at the intake end of the effluent pipe to assure compliance with water quality
standards. Effluent sampling and monitoring will be performed to adhere to water quality
standards, including stopping dredging and treating effluent, as needed.
Timber crane mats will be placed on an approximately 35 feet swath the wetland slopes past
the berms for equipment access and pipeline path. The timber crane mats will be placed on
the minimal area of wetlands possible to minimize temporary impacts to the wetlands.
Seasonal restrictions for maintenance dredging will be adhered to as directed by the
regulatory agencies.
Historic Permits: Permits have been issued for dredging in this area in the past. On August
30,1994/September 14,1994, Permit No. 102-94 (Water Quality Certification No. 2668)
was issued by the North Carolina Department of Environment, Health & Natural
Resources and Coastal Resources Commission Division of Coastal Management (DCM)
and USACE (Action No.199403672) to dredge the area to -35 MLW via hydraulic
dredging. The DCM permit was renewed on February 18, 1998 and April 21, 2003 to
perform maintenance dredging in this larea. The DCM Permit 102-94 was modified on
November 17, 2003 to increase the dredge depth to -44 feet MLW.

CNorth Carolina Department of Environmental Quality
/c/yc� Division of Coastal Management
X
Major Permit Application
Section 11—Stormwater Management
JD
URBAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 11- STORMWATER MANAGEMENT
The proposed maintenance dredge area will not lead to an increase in built -upon area; the proposed
project consists of maintenance dredging only. Therefore a stormwater management plan is not
required.
A No Exposure Certification for stormwater exemption is being pursued for the CDF where the
dredge material will be disposed as discussed during the Scoping Meeting. Minor stormwater
permits related to the maintenance and/or improvements to the CDF weir structures and outlet pipes
will also be pursued. These permit applications have not been submitted yet.
l

North Carolina Department ofEnvironmenta! Quality
` faYit Division of Coastal Management
W Major Permit Application
Section /2—Ocean and Inle! Hazard
J�
uReAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 12 - OCEAN AND INLET HAZARD
The proposed project are is not located within oceanfront or inlet areas, therefore an Area of
Environmental Concern Hazard Notice Form is not required.

North Carolina Department of Environmental Quality
Division of Coastal Management
,Cc
Major Permit Application
ryC:
W
Section 13 —Historic Permits
J�
URBRn■
CAMA MAJOR PERMIT APPLICATION
SECTION 13 - HISTORIC PERMITS
Permits have been issued for dredging in this area in the past. On August 30, 1994/September 14,
1994, Permit No. 102-94 (Water Quality Certification No. 2668) was issued by the North Carolina
Department of Environment, Health & Natural Resources and Coastal Resources Commission
Division of Coastal Management (DCM) and USACE (Action No. 199403672) to dredge the area to
-35 MLW via hydraulic dredging. The DCM permit was renewed on February 18, 1998 and April
21, 2003 to perform maintenance dredging in this area. The DCM Permit 102-94 was modified on
November 17, 2003 to increase the dredge depth to -44 feet MLW. The permits are provided in this
section.

Permit Class NEW PermiiNumber
STATE O NQ IN
102-94
nGi
Department of Envi qetlia Natural Resources
IstalJ.esgyrces Cmommi�s qn
N 0 7 1994
�i. ..( -'�
D I V I S 10 N O F— Major Develo(igient rp"'an-Aie"a , uriv rodmental Concern
OOASTAL MANAGEMENrs
1PuuanttoNCGS rl3Q1 , =`
OUAOA "r�-R'�,�
%" Excavation and/or fillirig Pursuant to NCGS ] 13-229
Issued to National Gypsum Gorman 838. Sunnyvale Drive Wilmington, NC 28412
authorizing development in New Hanover I' County at the Cabe Pear River at the junction
_ of Sunnyvale Drive and River Rdas requested in the pemtittee's application dated 5/16/94 and attached
workplan drawings 5, sheets 1-3 dated rec'd 5/25/94 & sheets 4 5 dated reed 7/5/94
This permit, issued on AUGUST 30, 1994 is subject to compliance with the application (whemconsistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be
subject to a fate, imprisonment or civil action; ormay cause the permit to be null and void,
1) In order to protect juvenile shrimp and frnfish populations, no excavation or filling will be
permitted between August 1 and January 31 of any year without the prior approval of the
Division of Coastal Management, in consultation with, the Division of Marine Fisheries.
i
2) Excavation will not exceed thirty-five
3) The temporary placement or double
vegetated wetlands is not authorized.
feet below the elevation of mean low water (MLW).
of excavated or fill materials within waters or
4) No excavated or fill material will be placed at any time, in any marsh or surrounding waters,
outside of the alignment of the fill area indicated on the workplan drawings.
(See attached sheet for Additional Conditions)
This permit action may be. appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case maybe.
This permit must be accessible on -site to Department
Personnel when the project is inspected for compliance. I.
Any maintenance work or project modification not
covered hereunder requires futtherDepartmental approval.
All work must cease when the permit expires on
December 31, 1997
'In Issuing this permit, the State of North Carolina agrees
gnat your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary OfDEIM and the
Chairman of the Coastal Resources Commission.
. 4 .dlr+ Roger . Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby, accepted.
Signature of Permittee

M
National Gypsum Company Permit #102-94
Page 2 of 2
ADDITIONAL CONDITIONS
5) All excavated materials will be confined landward of the mean high water (IV HW) elevation
contour within adequate dikes or other retaining structures to prevent spillover of solids into any
vegetated wetlands or surrounding waters.
6) The terminal end of the pipeline from the dredge into the diked retention area will be positioned
at or greater than 50 feet from any part of the dike and a maximum distance from spillways to
prevent dike erosion and to allow.adequate settlement of suspended solids.
T) A water control structure will be installed at the intake end of the effluent pipe leading from the
retention area in order to ensure maximum settlement of suspended solids.
8) Flow from the diked retention area will be confined by pipe, trough, or similar device to a point
ator below the mean low water (MLW)� elevation. contour to prevent gully erosion and siltation.
9) No vegetated wetlands will be excavated.
NOTE: This project is authorized by the Division of Environmental Management under General
Water Quality Certification #26¢8.
NOTE: The pemuttee should contact New Hanover County Mosquito Control prior to placing
fill on Eagle Island..
10) This permit does not authorize the Mi tell erence with any existing or proposed Federal project,
and the permittee will not be entitled to compensation for damage or injury to the authorized
structure or work which may be caused from existing or future operations undertaken by the
United States in the public interest.

f:..
Permit Number
WMUTIa1►11 1
' - STATE OF NORTH CAROLINA IlYL94
Department of Environment Healtik&.Natural Resources
I : and
Coastal Resources Commission
P�I�C.It : �IISIIIn SEP 2 0 1994
for
% Major Development in in Area of Environmental ConcentDIVISION OF
pursuant toNCGS 113A-418 COASTAL MANAGEMENT
X -Excavation and/or frllingpursuant to NCGS 113-229
Issued to National Gypsum Company, 838 Sunnyvale Drive, `'Vilmin¢ton. NC 28412
authorizing development in New Hanover County at the Cape Fear River, at the junction
of Sunnyvale Dr, & River Road as requested in the petmittee's application dated 5/16/94 & attached
workplan drawings, 5, sheets 1-3 dated received 5125/94 & sheets 4-5 dated received 7/5/94
This permit, issued on SEPTEMBER 14, 1994 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be
subject to a fine, imprisonmenror civil action; or may cause the permit to be null and void.
1). In order to protect juvenile shrimp and finfish populations, no excavation or filling will be
permitted between February 1 and Julyl31 of any year without the prior approval of the Division
of Coastal Management, in consultation with the Division of, Marine Fisheries.
2) Excavation will not exceed thirty-five (35) feet below the elevation of mean low water (MLR).
3) The temporary placement or double- landling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
4) No excavated or fill material will be placed at any time, in any marsh or surrounding waters,
outside of the alignment of the fill area indicated on the workplan drawings.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the pemrittee
other qualified persons within twenty (20) days of t
issuing date. An appeal requires resolution prior to we
initiation or continuance, as the case maybe.
This permit must be accessible on -site to
personnel when the project is inspected for cc
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1997 j
In issuing this permit, the State of North Carolina agrees
your project is consistent with the North Carolina
Coastal Management program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
764%- Roger N. Se ecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

National Gypsum Company
ADDITIONAL CONDITIONS
Permit #102-94
Page 2 of 2
5) All excavated materials will be confined landward of the mean high water (MHW) elevation
contour within adequate dikes or other retaining structures to prevent spillover of solids into any
vegetated wetlands or surrounding waters.
6) The terminal end of the pipeline from the dredge into the diked retention area will be positioned
at or greater than 50 feet from any part of the dike and a maximum distance from spillways to
prevent dike erosion and.to allow adequate settlement of suspended solids.
7) A water control structure will be installed at the intake end of the effluent pipe leading from the
retention area in order to ensure maximum settlement of suspended solids.
8) Flow from the diked retention area will be confined by pipe, trough, or similar device to a point
at or below the mean low water (MI.W) elevation contour to prevent gully erosion and siltation.
9) No vegetated wetlands will be excw
NOTE: This project is authorized by
Water Quality Certification 3
NOTE:. The permittee should contact
fill on Eagle Island.
10) This permit does not authorize the
and the permittee will not be entitl
structure or work which may be cs
United States in the public interest.
Division of Environmental Management under General
Hanover County Mosquito Control prior to placing
'erference with any existing or proposed Federal project,
to. compensation for damage or injury to. the authorized
,led from existing or future operations undertaken by the

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
TIC/,j r P.O. BOX 7890
WILMINGTON,
I NORTH CAROLINA28402.1890
IN REPLY REFER TO August B, 1994 y'
Regulatory Branch
Action ZD No. 199403672
Mr. John Parker 4UG 1
Division of Coastal Management
North Carolina Department of Environment, DIVISIOP7 OF
Health, and Natural Resources COASTAL IVIANAGEMEN
Post Office Box 27687
Raleigh, North Carolina 27611-7687
-- Dear Mr. Parker. I .
Reference the. application of National Gypsum Company for a Department of
the --
- ' liar oz.`Nati%ona7:;*gum Pi4uit, New Hanover County, North Carolina..
The Federal agencies have completed review of the proposal as presented
by the application and your field investigation report.
We recommend that the followi
authorization; ng conditions be included in the State
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. in order to protect juvenile shrimp and fin fish populations, no
excavation will be permitted between the dates of April 1 and September 30 of
any' year without the prior approval of the North Caro
Management. lina Division of Coastal
c. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour within structures to prevent spillover of sadequate dikes or other retaining
surrounding waters. I olids into .any vegetated wetlands or
d. The terminal end of the pipeline from the dredge into the diked
retention area will be positioned at or greater than 50 feet from any part of
the dike and maximum distance from spillways to prevent dike erosion allow adequate settlement of suspended solids. and to
e. A water control structure will be installed at the intake end of'the
effluent pipe leading from the retention area in order to ensure maximum
settlement of suspended solids.
f. Flow from the diked retention area will be confined by pipe, trough,
or similar device to a point at or below the mean low water (MLW) elevation
contour to prevent gully erosion and siltation,
g. No vegetated wetlands will be excavated or filled.
h. Excavation will not exceed thirty-five (35) feet -below the elevation
of mean low water (Mm) .

.z-
i. This permit does not authorize the interference with any existing or
Proposed Federal project, and the ipermittes will not be entitled to
compensation for damage or injuryito the authorized structure or work which
may be caused from existing or future operations undertaken by the United
States in the public interest.
j. The activity will be conducted in such a manner'as to prevent a
significant increase in turbidity! Outside the area of conatructibn or
construction-related.discharge. Increases such that the turbidity in the
waterbody is 25 NW,s or are not considered significant.
Questions or comments may be addressed to Mr. Jeff Ritcher, Wilmington
Field Office, Regulatory Branch; teleghone [phone].
Sincerely,
I
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health; and
Natural Resources
Poet Office Box 29535
Raleigh, North Carolina 27626-053I
Me.'L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Poet Office Box 33726
Raleigh, North Carolina 27636-3726
G. Wayne Wright
Chief, Regulatory Branch
Mr. Larry Hardy
National Marine Fisheries Service
Fivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.H.
Atlanta, Georgia 30365
.X�C. Robert Stroud, Jr.
Wilmington Regional office
North Carolina Division
of Coastal Management .
127 Cardinal Drive'Extension
Wilmington, North Carolina 28405-3845

To: John Dorney
Planning Branch
DIVISION OF
REVIEWER: GREGSO
WQ SUPERVISOR: ADKINS
DATE: July 27, 1994
PERMIT YR: 94 PERMIT NO.: 94638 COUNTY: New Hanover
PROJECT NAME: National Gypsum Company
PROJECT TYPE: Dredging PERMIT TYPE: CAMA
COE A N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: July 13,
REG OFFICE: WiRO RIVER AND! SUB BASIN#: 030617
*STREAM OR ADJACENT WATER BODY: Cape Fear River
CLASS: SC STREAM INDEX Al I&M)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING' SBEET ATTACIIED?;
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
1994
N/A
PROJECT DESCRIPTION: The applicant proposes to maintenance dredge around the National
Gypsum Plant Docks.
WATER QUALITY CERT. (401) t �3
' CERT. REQ'D:'Yes IF YES, TYPE: General Certification #2668 for dredge spoil dewatering. AUG 10 1994
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A
IS FILL ELIMINATING A SI
DREDGING
IS DREDGING ACTIVITY EXPECTE
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY
DIVISION OF
COASTAL MANAGEMENT
PERMIT ISSUANCE PROBABLE: N/A
N/A
USE? N/A
TO CAUSE A SIGNIFICANT LOSS
N/A

44638.Jul f�N
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
done in such a manner so as to not
exceed 25 NTU.
i
cc: Central Files
pr.y.
1WiriglongonajThfieF1s
DCM=Tere Barrett
John Parker
RESTRICTIONS: That the project be
outside the immediate construction area to

f nSION OF COASTAL MANACRMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: National Gypsum Company
2. LOCATION OF PROJECT SITE: Adjacent to the Cape Fear River at the junction of Sunnyvale Dr.
and River Rd. (SR 1100) at the National Gypsum Shipping Berth.
Photo Index - 1989: 179-30 GR. A - 15, 16, 17 1984: 15-190 GR. X - 5, 6
State Plane Coordinates - X: 2315450 Y: 156900
(Spoil) 2314000 162000
3. INVESTIGATION TYPE: Dredge & Fill, CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/14/94
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 06/14/94
Office Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanpver County
Land Classification From LUP -1 Conservation, Developed
(H) AEC(s) Involved: ES, PT, EW i
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - City Sewer
Planned - None
(F) Type of Structures: Existing - Gypsum Processing Plant, Conveyor belt, Shipping
Berth
(G) Estimated Annual Rate of
Source -
7. HABITAT DESCRIPTION:
ied -None
N/A
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other
Shallow bottom
73 acres
High ground
261.7 acres
(D) Total Area Disturbed: 262.4 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No resource
8. PROJECT SUMMARY: Applicant,proposes the maintenance dredging around the stripping berth of
the National Gypsum Plant.

National Gypsum Company
„r Page 2 .
9. PROJECT DESCRIPTION 1 07/05/94
The Project site is a 91.5 acre tract having a gypsum processing plant adjacent to the Cape Fear River.
This is located at the junction of Sunnyvale Road and SR 1100 in New Hanover County. The manufacturing
facilities are located on the east side of SR 1100,, with a conveyor belt crossing the highway to the property
on the west side. The conveyor continues along a pier extending into the Cape Fear River terminating on the
shipping berth: There is a paved access way from SR1100 to the river, with a small parking area.
This is an area of high industrial activity with such facilities as fuel processing plants, the State Ports,
etc. All have commercial docks. The channel of the river is maintained for commercial navigation by the US
Awry Corps of Engineers to a depth if 38-40 feet.
The tract is typically vegetated with high ground species, and has been used for spoil placement in the
past. Along the river, Pbragmites australis. Svaitina alterniflora, and Juncus roemerianus exist. Elevation
extends up to 15 feet.
This area of New Hanover County is classified Developed in the New Hanover County Land Use Plan,
while the portion within the 100 year flood plain his classifiedas Conservation. The waters of the Cape Fear
River are classified SC by the Division of 1 nnonmental Management, the area has been designated as a
Primary. Nursery by the Division of Marine Fisheries, and there is no shellfish resource.
This facility was constructed in 1975, at which time the river adjacent to the berth was dredged to a
depth of 35 feet. This area was re -excavated to establish this depth in 1987. The proposal is for maintenance
dredging of the shipping berth once again to -35'. Because of the necessity for maintaining this depth, and the
anticipated need for the same in the future, the annficant has requested a 10 year maintenance clause be added
to his permit conditions.
The ,existing berthing facility extends aI
extending approximately 195' to the north of the
845' x 180'. The area that has shoaled and is pro
soundings of -21' m1w to-341.m1w. The adjoin]
material is stated to be composed of silt and sari:
depth of -35' m1w. This will -remove approxim;
oximately 16801into the Cape Fear River, with a dock
ar. The excavated basin around the dock is approximately
sed for dredging is approximately 530' x 60', with average
bottom contours. average -36' m1w to -44' m1w. Bottom
This area is proposed for hydraulic dredging to a finished
ly 8244 cubic yards of material.
Spoil from the project area will be placed within the existing dike system used and owned by the US
Army Corps of Engineers on the south end of Eagle. Island. This site is across the river and to the north of
the project site. Permission is on life for the use of this site.
The dished area is approximately 1900' x 6000', with a stilling basin of approximately 5' in elevation.
Any maintenance necessary to the dike walls will be done prior to use. The influent pipe is proposed to extend
at least 70 feet into the dike wall. The effluent pipe is to extend over wetlands to the mean low water contour.

National Gypsum Company
f Page Three
10. ANTICIPATED RAPACTS
The excavation will cause the disturbance of 31, 800 square feet of bottom area., 'Ile project will,
remove approximately 8244 cubic yards of material from the system. There will be an increase in turbidity
during excavation. Spoil placement will cause the disruption of an existing 262 acre spoil site. Project use
will remain the same.
Submitted by: Tere Barrett Date: 07/05/94
Office: Wilmington

Recommendations for State Permit National ;Gypsum Company
Because this area of the Cape Fear River is maintained for commercial navigation by the industries using
the resource as well as the US Army Corps of Engineers, and there is no shallow bottom habitat within the
project area, I recommend the project be approved with a 10 year maintenance clause based on the following
conditions:
1) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.
2) Excavation will not exceed 35 feet below the normal water level.
3) The temporary placement or double -handling of excavated or fill materials within waters or vegetated
wetlands is not authorized. .:
4) No excavated or fill material will be placed at any time, in any marsh or surrounding waters, outside
of the alignment of the fill area indicated on the workplat(s).
5) Ail excavated materials will be confined alive mean high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or otlier retaining structures to prevent spill -over of solids into any
marsh or surrounding waters.
6) The disposal area effluent will be contained by pipe, trough,. or sirnilar device to a point at or beyond,
the mean low water level to prevent gully, erosion and unnecessary.siltation.
'n The terminal end of the pipeline will be positioned at or greater than fifty feet (50') from any part of
the dike and a maximum distance from spillways to allow settlement of suspended solids.
8) A water control structure will be installed at the intake end of the effluent pipe to assure compliance
with water quality standards...

. P°"?
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF. ENGINEERS
I P.O. BOX logo
WILMINGTON, NORTH CAROUNA2SM-1890
3�1v .�i 199`t
—r
Regulatory Branch
Action ID. 114103(412 Applicant Gypttm co "n Pgv1�
Waterway Care Ft'r Rl.p County New N"idlmr Type Work
Mainde»an�
Mr. Larry Hardy
— National Marine Fisheries
Service, NOAA -
Pivers Island
Beaufort, North Carolina 28516
Ms. L. K. (Mike) Gantt
Fish and Wildlife Enhancement
U.S. Fish and Wildlife Service
Fost Office Box 33726
Raleigh,.North Carolina 27636-3726
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section -Region IV -
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protect P
345 Courtland 'Stree 3i
Atlanta, Georgia 30
1994
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
R leiggh, .North aroollinna2761111--7687
Wi)Vv�,:44VA Regional Office
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
ITO 9s, Ex+.
Wi�vhtnod�rov._ , N.LG 711105
Gentlemen: DIVISION OF
p� %�p�AGEMEN7
Pursuant to Acti1,gNArNo.N198000291, the CAMA-Corps general permit/processing /�
agreement, a State Field Investigation Report is enclosed. Your comments nd/or
recommendations would be appreciated on or before
Questions or comments may be
Regulatory Branch,
Enclosure
to Mr.' u¢, RlchkeY
Field Office, telephone (U) 251- 463Co
Sincerely,
1 _
a e W418ay
Chi RegBranch

NOTICE iOF FII,ING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment, Health and Natural Resources hereby gives public
notice as required by NCGS 113A-119(b) that application for a development permit in an
Area of Environmental concern as designated under the CAMA was received on June 14,
1994.
According to said application, National Gypsum Company proposes the maintenance
dredging around the shipping berth of the National Gypsum Plant,, adjacent to the Cape Fear
River at the junction of Sunnyvale Drive and River Road at the National Gypsum Shipping
Berth, in Wilmington, NC, in New Hanover County.
A copy of the entire application may be examined or copied at the office of
Environment, Health and Natural Resources, 127 Cardinal Drive Extension, Wilmington,
North Carolina 28405, (910/395-3900)
Comments marled to Roger N.
P. O. Box 27687, Raleigh, N. C.,
making the permit decision. Later coi
of permit decision. Project modifica'
public and state and federal agencies.
provided upon written request.
normal business hours.
oter, Director, Division of Coastal Management,
prior to August 12, 1994, will be considered in
will be accepted and considered up to the time
may occur based on review and comment by the
PUBLISHED ON: Saturday, July 23, 1994
of the permit decision in this matter will be

♦S".
JMp�
State of North Carolina
Department of Environment, .Health, and Natural Resources
Division of Coastal Management
Wilmington Regional Office
James B. Hunt; Jr., Governor
Jonathan B. Howes, Secretary
July 7, 1994
National Environmental Technologies, Inc.
295-A Green Meadows Drive
Wilmington, North Carolina 28405
Dear Mr. Harts:
The Division of Coastal Management hereby
development of the property of the National Gypsum 1
Carolina, in New Hanover County. it was received
processing at this time. The projected deadline for mal
period is provided by law when such time is necessary
action by the initial deadline stated Above, you should c
his letter will serve as. your notice of an extended rev:
e 75th day.
NCGS 113A-119(b) requires that Notice of an
Enclosed you will find a "Notice of Permit Filing" l
development. You should post this notice at a conspi
public road. Some examples would be: Nailing the r
fronting your property; or at a point along the road rig
Failure to post this notice could result in an incomph
A field report has been prepared and is in the
agencies for their comments. If additional informatir
directly.
TB/ek
Enclosure
W. John Parker
0 WIN:
i
Ann Hines, LPO
Jeff Richter, COE
127 cardiml Drive Extension, VAraloston,
Roger N. Schecter
Director
cknowledgm receipt of your application for State approval for
bmpany located at 838 Sunnyvale Drive in Wilmington, North
completed on June 14, 1994,. and appears to be adequate for
ing a decision is August 27, 1994. An additional 75-day review
to complete the review. If you have not been notified of a final
insider the review period extended. Under those circumstances,
>w. However, an additional letter will be provided on or about
plication be posted at the location of the proposed development.
xcard which must be posted at the property of your proposed
ous point along your property where it can be observed from a
ice card to a telephone pole or tree along the road right-of-way
of -way where a private road would lead one into your property.
application.
-ocess of being circulated to the various state and federal review
is required based on this review, the agencies may contact you
Sincerely,
Tere Barrett
Field Representative
28405-3645 a Telephone [phone] Fax 910,i50-2004
An EVd OppMhdq AtLrmadve Action Employer

ATTACHMENT 5
PROPERTY DEED
^:;'V.
CiVtJ. J nlii_C1T
COFSTF.L tv;A,P.F.G`

f'1100K PALL
1684 O011i
f�. :tar• .
H1GI::iLit u; r
xl i'. I16ae YL11 Cu tit,
Grantee', Address Is: '93 JUL 20 RM 8 32
National Gypsum Company
Suite 700
2501 Cedar Springs Road
Dallas, Texas 75201.1433
WARRANTY T)IREW AM ASSIG
THE STATE OF NORTH. CAROLINA 5
5 KNOWAILMENBYTHEMPRESENTS:
COUNTY OF NEW HANOVER 5
That on October 28,1990, National Gypsum Company, a Delaware corporation now
(mown as Asbestos Claims Management Corporation s; tenants), filed Its petition for relief
under Title 1I of the United:States Bankruptcy Code (the with the
Northern District of Texas, Dallas Division (the "Senn" ), styled In re National Gypsum
Company, a Delaware corporation, and Aancor Holdings, Ica, aDelaware corporation, Case
Nos, 390-37213SAP-11'and 390.37214SAR11 (Jointly Administered); and
That on March 9,1993, the Court entered its order ("2E&f) confinaninj the Fiat
Amended and Restated Jolat Plan of Reorganization of National Gypsum Company (VA
NM and Aancor Holdings, Ine. CA4J1t n, as modified (as confirmed, topether with any
and all modifications thmu6 the date hereof, the OW, and, In coan"dOn with such
approval, approved certain ;documents in implementation and execution of the Plan,
htcludmg, vvithout limitations, an Assets Purchase Agreement (herein so called) to be entered
into between Grantor, es seller, National Gypsum Company, a Delaware corporation
formerly named New NOC, Inc. ('2jpl I, as buyer, and The Austin Company, an Ohio
corporation; and
.000005 That the Asses Purchase Agreement b attached as "Erhlleh E" to and made a part
of the Findings of Feet and Conclusions ofLaw on Confirmation of the First Amended and
Restated Joint Plan of Reorganization of National Gypsum Company and Aancor Holdings, .
Inc. entered by the Chun on March 9,1993; and
That as of the date hencof, Grantor and Grantee entered Into the Assets PmO
Agreement; and
That as of the date bereof, Grantor and Grantee commenced closing and
consummation of the transactions contemplated by the Assets Purchase Agreement.
Now, therefore, for and in consideration of the tam of TEN DOLLARS and other
valuable consideration to the undersigned paid by Grantee, the receipt of which is hereby
acimowledged, and pursuant to Ser~'on 53(e) of the Punt. Section 1.1 of the Assets Purchase
Agreement, and paragraph 6(a) of the Order, Grantor has GRANTED, SOLD, ASSIGNED,
and CONVEYED, and by these presents does GRANT, SELL, ASSIGN, :tad CONVEY,
without warranty (express orjimplied) except as expressly set forth below and subject to the
Hailed to; Chicago Title Insurance Cora -;y
Scean08
eboro, NO 27401
MAY �'6 S 1994
DIVISION OF
COASTAL MANAGEMENT
280=

rN 1604 0012 r',
Remaining Lens (as hereinafter defined), unto Grantee, I11 all that certain properly sit allied
in New Hanover County, North Carolina, and more fully described in EKUWL1 altunccd
herelo.and made a pan hereof for all purposes, and al all of Grantor's right, title and
interest in, to and under that certain lease dated September 26,1980, as amended June 17,
3986, (the "jatiW), covering certain property more particularly described therein, by and
between Grantor, as tenant, and Seaboard Coast Lne Ralkoad Company, a Virginia
corporation, as landlord, a copy of which is attached hereto as j?a1dWLI and made a pan
hereof for all purposes, the leasehold estate created by the Leese (the "(ea I fits") and
the leasehold improvements located An or on the leasehold estate; together with W all
buildings, structures, futures, and improvements located on the property described herein,
LU any and all interests of Grantor in adjacent tracts of land, and id all interest, if any, of
Grantor in strips or gores between the property described herein and abutting propcntes
and any land lying.in or under the bed of any street, alley, road, or right-of-way, opened or
proposed, abutting or adjacent to the property described bereln, rights, easements, and other
interests appurtenant thereto, and the matters described on lhthiblt C attached hereto and
made a part hereof for oil purposes {collectively, the ?lAwf11v'), and the conveyance of the
Property hereby is being effected M free andclearof I& any mortgage, -Ben, pledge,
charge, security interest, encumbrance, or other security device (Collectively, 'Lim"), Ili.! any
tight of payment, or any tight to an equitable remedy for breach of performance if such
breach gives rise to a right of.payment, from either Old NOC or Aancor, in either case
whether such right is reduced to judgment, fixed, contingent, matured, uomatured, disputed,
undisputed, secured, or unsecured (collectively, " aim s_°I Q any equity interest in Old
NGC or Aancar represented by the common stock of Old NGC or Armour, and IM
lfabilides, duties, obligations, eptioru, charges, Hans, security Interests, infringements, and
other burdens, encumbrances and interests thereon or dereagaimt of whatever type or
description, Including those of the kind specified in sections 502(g), (h),'and (I) -of the
Bankruptcy Coda and preferential rights or rights of Ent refusal of any kind or nature
whatsoever, whether direct or indirect, absolute or contingent, matured or unmatured,
liquidated or unliquidated, oil by, or against Grantor or the Property (items listed in clauses
I& through M are herein sometimes referred to collectively as the "Eueu Mances"), other
than such Encumbrances to the extent affecting the Property and not otherwise resolved,
released, avoided, or otherwise terminated pursuant to the Plan or by Pmal Order (as
defined in the Plan) of the Court, including, without limitation, Lens on the Property
securing Secured Claims (as defined in the Plan) (collectively, "R;lggjpj r.,a�°") and IM
with respect to contracts or lanes assigned or transferred hereby, notwithstanding a
provision In any contract or lease (Including, without limitation, mineral and gypsum deposit
leaves) or any applicable law that Yiohibi% restricts or conditions the assignment or transfer
of that contract or lease, Including ell preferential rights orrights of first refusal of any I.,
or nature whatsoever, pursuant to section 365(f) of the 6atdotrpicy.Code (provided that
such prohibition. restriction or condition of assignment or transfer shall be negated only with
respect to tramders and assignments effected. pursuant hereby or pursuant to the Asses
Purchase Agreement and the other Plan Documents (as defined in the Plan) as
contemplated by the Plan, and that such prohibitions, restrictions and conditions of
assignment shall otherwise remain in full force and effect and a part of the contract or lease
so assigned or transferred); provided, however, that the conveyance of the Properly effected
2
wr
DIVISION O�
CoASTAI- MANAGE�'�`IyT

100K PAGE
1609 0013
hereby specifically Is made without say representations or warranties to Grantee as to
Grantoes rights, title, or Interests In or to the Property, except to the Moot expressly set
forth bereloabove, and subject to such further disclaimers of warraotiet contained In
Sections 4.1(a) and 4.1(b) of the Assets Purchase Agreement, which are fscorpuroted by
reference herein and made a part hereof for all purposes, but with full substitution and
subrogation of Grantee In and to all rights and actions of warranty that Gnator may have
against all persons other than Austin or Its subsidiaries, the NGC Asbestos Settlement
Fund, the Asbestos Committee, or the legal. Representative (each as defined In the Plan);
and provided, further, however, that nothing contained herein shall be deemed a waiver of
the rejection of soy unexpired lease or executory contract pursuant to the Plan or an
assumption or affirmation by Grantee of any such unexpired lease or esecotory contract
rejected ptusuaat to the Plan.
TO HAVE AND TO HOLD the Props
and appurtenances thereunto In anywise belonj
forever, or, in the case of the Lease Rights ar
remainder of the term mentioned in the Lease
Grantor does hereby bind itself, its successors a
DEFEND, all and singular the Property unto
every person whomsoever lawfully claiming t
provided, however, that, notwithstanding the
demand with respect to any rights, title, or Intel
limitation, any claim, cause of action, or deman
clear of all Encumbrances other than Remain
warranties of Grantor with respect to the
Section 4.1(c) and 4.2 of the Assets Purchase.
y, together with all and singular the rights
IS unto Grantee, its successors and assigns
such leasehold estate, for and during the
ad any extensions or renewals thereof; and
I assigns to WARRANT AND FOREVER
aantee, Its successors and assigns, against
to claim the same or any part thereof;
megoing, any claim, cause of action, or
as In or to the Property, Including, without
for failure to deliver the Property free and
g IJem, as well as arty representations or
operty, shall be limfred as provided in
Notwithstanding any other provision of this Deed, the rights and remedies of Grantee
are limited in accordance with Sections .4.1(e) and Section 4.2 of the Most Purchase
Agreement, which Sections are incorporated by refers act herein and made apart hereof for
all purposes.
The lease has been assumedAnd assigned pursuant to section 365 of the Bankruptcy
Code. "Pursuant to Section 2.1(a)(d) of the Assets Purchase Agreement, Grantee has
assumed all obligations of Grantor under the lease effective as of the effective date of this
Deed
The undertakings covenants and agreerr am contained herein shall be binding upon,
and inure to the benefit of, the parties hereto,'and their respective successors, assigns and
kgal representatives. .
r!rE '
MAY
DIVISION OF
COASTAL M AMAGE'J' `Nj

In witness whereof, Grantor has caused this ulsuument to he signed ul its
t1muc by Its duly authorized officers and its seal Ill be llereunto Affixed by auth-11ny ��I ,I•.
Board of Director , this JAI day of _�y _� 1993 to he eflective m 1-1 dw
1• rt day of —1 V 14 1993.
GRANTOR:
ASBESTOS CLAIMS MANAGEMENT
CORPORATION, it Delawprc
corporation formerly named
Notional Gypsum Company
By.
Name A i I t '<r
Title: 1' e P President
ATTEST:
By: Lw M ct
00,E r4m7 Secretary
STATE OF TEXAS 5
S
COUNTY OF DALL4S 5
1, a Notary Public of the County and State aforesaid, certify that A II a,. v (d'r i )
personally came before me this day and aclmowledged that _ he is
\l're .�;A^"*Seeretary of Asbestos Claims Management Corporation, a Delaware
corporation, and that by authority duly given and as the act of the corporation, the foregoing
Instrument was signe0.tn lu name by,lu ; r President, settled with its corporate
seal and attested by a r i as Its Asia rw,vrSecretary,
hand and official stamp or seal, thh Ism_ day of 1 . \ 1 19 L.
h01111e rrR.
Notary Pubita,�tate iff Texas
My commission expires to • i 1-4 t.
r\allnlsUDiNE\rtlQr��ca!Q�16x,��'. •�� A\ .y ,��'=\11�
1994 �r
o!v�sio�y o�
COASTAL MANAGEMENT
STATE OF NORTH CAROLINA
New Hanover County ' .
W.Rwadnt / /utmaaddlaraalte W d
Mvary aJdadal r�Earn/ antoWroO
t96eepro�eL.//,/�
7La Lhalal,L dayct192
L
•/� Nurawods, m�a,

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1
0
Z 191 538 494
i
Receipt for.
Certified Mail
No Insurance Coverage Provided
m® Do notusefor International Mail
(See Reverse)]
2
Sent to
'Axe, cy, rti WA
Seepyand0
tPPI�
$
1�.t�ltyd Fre CG t }
+� I
/ o d
'Soerlal Day,'Day,6y Fee
Retaliated DIM1N
f `V
Re tur 1p�i pV mg
�i MIC
(�
to Delivered
Retmn Receipt Sh i g to Mom,
. Date. and Addrossce's AdMess
TOTAL Pwwgs .r_.
& Fee
3�
Postmark or ?ate
Z 151 538 493
Receipt for
Certified Mail
No Insurance Coverage Provided
Do not use for International Mail
(See Reverse)
R
splo
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Svel and No. . T1
3416 1
P.O.. Swt0 anq ''t'L ' t •.' �.
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TOTAL Postage
& Feet
Pssslmah .Oal !. �

NATIONAL ENVIRONMENTAL TECI no
I
May 24, 1994
Ms. Tere Barrett
NCDEHNR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Subject: National Gypsum
Maintenance Dredging
Wilmington, NC
Dear Ms. Barrett:
Please fmd enclosed a completed
On behalf of National Gypsum (
application. Should you have any
Thank you in advance for your as
SHWih
enclosure(s)
Stan
Project NQ 215061
a ;pr
MAY 25 1993
DIVISION OF
COASTAL MANAGEMENT
for CAMA pemrit pertaining to the subject site.
ion, we respectfully request consideration of this
is, please feel free to contact us at [phone].
in this matter.
yours,
ENVIRONMENTAL TECHNOLOGIES
i
e Geologist.z���
DIN
11„Y
1994
DIVISION OF
COASTAL MANAGEMENT,
295-AN.

m
PROJECT: THE MAINTENANCE DREDGING AROUND' THE SHIPPING BERTH OF THE NATIONAL.
Gyp SUM PLANT ADJACENT TO THE GAPE FEAR RIVER AT THE JUNCTION OF SUNNYVALE DR,
AND RI
COMMENTS ACCEPTED THROUGH AITMI-ST 3- 1994
FOR MORE DETAILS CONTACT
APPLICANT: THE LOCAL PERMIT OFFICER BELOW:
NATIONAL GYPSUM COMPANYTRRF,BARRETT DTV OF COASTAT MANAI M
-Y 197 CARDINAL DRIVE EXTRNATDN
838 SUNNYVALE DRIVE NC 28405
WILMINGTON NC Z8412 WILMINGTON,
910/395-3900
1/

, j-
N
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the recjuested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8.9
must be completed for all projects.
1 APPLICANT
a. Name NATIONAL GYPSUM COMPANY
Address 838 SUNNYVALE DRIVE
City WTI myh,-r.Tne; State NORTH CAROLINA
Zip 28412 Dayphone (910) .799-3954
XX _Landowner ol Authorized agent
b. Project name Cif any). SHIP BERTHING AREA
MAINTENANCE DREDGING
c. If the applicant is not the landowner, also give the
owner's name and address.
LANDOWNER OF SPOIL• AREA:
U.S ARMY rnRps np FNn TNFFRS
P.O.Rnx 1 Rgt1
WI; MrNaTnN. NncTw rARnt tNA 7RU1
2 LOCATION OF PROPOSED
PROJECT '
a Street address or secondary road number
838 SUNNYVALE DRIVE
b. City, town, community, orlandmark
It mjmsyaN NORTH Caw ma
c. County NEW HANOVER/BRUNSWICK
d. Is proposed work within city limits or planning
jurisdiction? YFc
e. Name of body of water nearestpro ect
CAPE FEAR RIVER (FOURTH AST JETTY RANGE
3 DESCRIPTION AND PLANNED use
OF PROPOSED PROJECT
a Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). DREDGING OF A SHIP BERTHING AREA
A SO QPP NARRATTVF nF4rRT21TnN ATTAr NFD
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both? .. .
MAINTENANCE
c. Will the project be for community, private, or
commercr use?
rFRIVATE
d. DescribetheplanneduseoftheprojecL
EXISTING DOCK.
' -41
L
4 LAND AND WATER Ul 25 1994
CHARACTERISTICS DIVISION OF
a Size of entire tract 91.418OR&MAL MANAGEMENT
b. Size of individuallot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
0'-15'
d. Vil type(s) and texture(V of tract
f(l4PPEd gANSpIbROVAN MID KURE B ON SOIL SURVEY MAP
e. Sege�tatononntractCLAYS)
OAK, PINE ANn IMMATURE
Wnnnl ANDS. WFTt ANp4 AI a RTVFR FRTNr;:
f. Man=made features now on tract RECIEVING HOPPER AND
DOCK.
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation _Transitional
=Developed _Community
_Rural _Other
IL How
isth Adlocave�pt?
VA R
SPOIL AREA: KU IKURALI
i. How -are adjacent waters classified?
SC
j. Hasa professional archaeojtrgical survey been
carriedout for the tract? IIVVOO"" If so, by whom?
3191
az

f. Dimensions of spoil disposat Wea C.
APPROXTMATFIV 6,000' Rv I,g00 ' I_
g. Location of spoil disposal area IE ARM IRPS nr: Fnir,TN. d.
GDVERNN�NT DISPDSAL AREA ON som END of a0 ID
h Do you claim tide to the disposal area?
No e'
If not, attach a letter granting permission from the
Owner- ATTACHED £
I. Will a disposal area be available for future
maintenance? YES
If so, where? SAMF AR ARnvF
Shoreline erosiwi during preceding 12 months, in
Type of bulkhead material N/A _
Amount of fill, in cubic yards, to be placed below
meanhighwater N/A
Type of fill material
8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow -
swamps, or water areas? ing items must be submitted:.
Mn
k. Willthe ftll material be placed below mean high
water? No
1. Amount of fill in cubic yards. paanv B - 900
in. Type offillmaterial SILT AND SAND
.n. Source of fill material DREDGE SPOILS
o. Will fill material be placed on marsh or other
wetlands? D18
p. Dimensigp;Aof the wetland to be filled
q. How will excavated or fill material be kept on site I
and erosion controlled?
DTKn Amp STTr I TNF RASTNR
r. What type of construction equipment will be used
(for example dragline, bahoe,pr hydraulic
dredge)? HYDRAULIC DREDGE
I
L Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
I
I
I
7 SHORELINE STABILIZATION
a Length of bulkhead orriprap N/A
Average distance watetward of mean high water or
nomtalwaterlevel N/A
I
I
3/91
A copy of the deed (with state application only) or other
instrument under which the applicant claims tide to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
tide, plus written permission f rom.the owner to carry out
the project
An accurate work plat (including plan view and cross .
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 73.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
Individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and sho a Gtsg' Q lj- {he ppli t of
that opportunity.
DIVISION OF
COASTAL MANAGEMENT 3

W
3a. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT
This area was initially dredged in 1975 when a berthing area, dock, and associated materials
handling equipment were installed on site. In 1987, due to sediment infilling, the berthing area
was again dredged to return it to initial design specifications. Dredging is now required as
sediment has once again filled the area.
Attached, along' with the completed application form, are the following:
1. Location Map (showing site & spoil disposal area)
2. Site Maps (site and spoil disposal area)
3. A current bathymetric .map '13
4. Appropriate dock and dike sections �• °
5. Property Deed
6. Disposal Area Agreement piVi iv . OF
COASTAL .ly;Ai4AGEMEM
The boat basin was originally designed to be 34' in depth, plus P overdraft. In order to return
the area to design specifications, calculations were derived from the bathymetric map and show
that an estimated 5,200 cubic yards of material needs to be removed from the boat basin, and
an additional 3,000 cubic yards from the surrounding area to achieve a 4-to-1 bottom gradient.
The excavation will be accomplished via hydraulic dredge.
Dredge spoil will be disposed in the U
Disposal Area on the south end of Eagle
on site- thereafter, the area would not accc
in the Government Disposal Area, and. w.(
in this same area. The Government Dis
capacity measuring in excess of 2.5 mfllio
Area contains accessory dikes and settle
reduced copy of a plat for the spoil dispi
NET or, COE.
The following actions will be taken to
dredging:
Army Corps of Engineers' (COE) Government
land. During the 1975 project, spoil was disposed
modate additional spoil. In 1987, spoil was placed
tow propose to dispose of the newly dredged spoil
isal Area is readily accessible from the site, with
cubic yards. In addition, the Government Disposal
:nt basins needed for effective spoil disposal. A
al area is included; a large copy is available from
the adverse environmental impact of hydraulic
1) The terminus of the influent dredge pipe will be positioned at a minimum of 70' from
the dikes to prohibit dike damage land to allow settlement of suspended solids.
2). Effluent from the dike area will
dike and the water, and will di
water.
contained by piping over the vegetation between the
arge into the river at a point at or below mean low

M
rl"
3) Dredging activities will be conducted between October 1 and March 30 to protect
juvenile shrimp and fin fish populations.
Routine channel maintenance dredging is conducted in this area by the U.S. Army Corps of
Engineers; every effort will be made to employ dredging contractors who are already in
operation in the area. It is anticipated that maintenance to this project will need to be
performed toutinely; therefore, National Gypsum Company is requesting that a maintenance
clause be included in this permit for a period of ten years (through December 31, 2004).
J41�F
lr(tY r _ 1994-
DIVISION OF
CONSTAL MANAGEi` ENT

rlN
ATTACHMENT I
LOCATION MAP
MAY 1994
DIVISION OF COASTAL MANAGEMENT

r�l
ATTACHMENT 2
SiTE MAPS
J994
DIVISION OF
COASTAL NIANAGWENT

9,oA
CAPE REAR RIVER
APPROX.
MEAN -LOW WATER LINE
'APPROX.
MEAN -HIGH
WATER LINE.
An i i
O
I;< CONVEYOR & AC' APPROX. EXTENT OF
i 404 WETLANDS
CESS/ O
f0
< 1 ! ROAD CAUSWAY ' � O O
/ EXXON PROPERTY
�.
1
PR—RTY L,y
O �, `
ROCK STORAGE /
ATI�ENVIRONMENTA ECNNOLOGIESJNC.
Wilmington, NC
I]I,YI�SIO 1 OF
COASTAL P+IANAVENIENT
NOTE:
THIS DRAWING IS FOR GENERAL
LOCATION INFORMATION ONLY.
DRAWING SCALE IS APPROXIMATE.
0 300 600
1 1 1 1 1 1 1
APPROX. SCALE (FT'.)
S. HARTS ' NATIONAL GYPSUM
H K. FAIRCLOTH Charlotte, North Carolina
KEo . Gold Bond Building Products
)Jr."S Site Ma
SCALE dFNUJLCT NO. SHT. No. REV..
1/,18/94 NOTED 215001 215-1C01 0

L-D'.
EAGLE
1)I)SI`AND
� UiSi'USriL AREA
(SOUTH)
��''.�� `tfti>.tutuuttttvtt
--
_-______—___—_____ CAPE ffnH RIPER
'-`
—� _ W ..PO CN[ ILM RMW14 e.ILR -
_ _
B_-- ------------ B
O CONTRACT MAP
(: Z) NOTES. _
HCRIZGNiGL GAILPI NGG 1427
O
z
-1.-..- y o7 _}"- -�--- _.
t o -n A R`--" 11 i I ��c o'o a
Y
A m m YILYINGTGN HARBOR.NC A
41GLC ISLAND 45GUi%1
• O�env CISPMAL AREA LOCATION NAP
��J

5 4 3 2 ..
It
CD
��
° `P e - �• BRUNSWICK RIVER
D
�
D
wury^
' WO.� c/� �):r.l n.Ynrum \ a a i G• // �
p
- GJ � � \ -3- —e ----e —e- a .° 4'.{ -
�
[ [�p�•.'�T
e
. ...aE e L c e e a e t a e —
pa e
ea e
e
•..
p�
• R e e e e e L ! -e a e e e e
1 t l♦
a � e p, e e ° �[[ s s[ s s[ a_ACT MA_P_
e
n e i\. _RMc
—
♦
rwsr.
______ _ --------------- _ uewor. IJLLF r41.r.ND °IfPOSLL APLi
--- — -- .... -- -- -- ....._................. CAPE FEAR RIVER �.
---- — — — ... r —
- - -- - -- --_____
_ _ _____
LL—

w
r*l
ATTACHMENT 3
BATI-I[YMETRIC MAP
I Dr.i
MAY 1994
DIVISION OF
COASTAL MANAGENUENT

APl'i-,v.{.
NORTH
•-42.9 42.9 0
-43.0 0
-43.2 0
-43.3 0
-44.3 0
-41.6 0
-42.7 • -42.9
44.0
4Y•9 43.0
41.7
-41.7
0
-42.9 ,
0
-39 8
•-41.7
0-42.1
=
•-43.4
0-44.4
•
'
FOURTH EAST JETTY RANGE
,
-42.9 43.0 42.1
-40.3
41.4
-40.7
42.9
-40.3 40.7
=
0
=
0
•-41.7
•
9-41.9
0
0
EBB FLOOD
-39.0 � -39.6
-40.8 -42.1
39.2
-38.3
-39.1
-39.7
0
0-39.8
-37.9
-37.6
0-39.1
�
0
•
AREA
TO BE DREDGED_
-36.0-35.9
-36.0 -35.0
-37.9 0-37.9
0-36.3
0-36.3
-36.7
0
-37.8
0
-36.9
0
•-35.9 0
.. _. L
'Y t
.
Y� i .:. fit- l L J• f 5
27 3
21.9
Zt 2�c9 •
2�'Or •�2%'D,a t y4,rr'1 �.,•"n�03
�
:��
•
rj `:. �y229
___... ....
-
DOLPHIN Nurrtm N
NOTES T
1. DRAWING PREPARED FROM INFORMATION PROVIDED BY r < =<
NATIONAL GYPSUM CO. SIZE OF WALKWAYS/HOOPER CONVEYOR & � U)
MAY BE APPROXIMATIONS ONLY. WALKWAY
2. DEPTH MEASUREMENTS IN FEET BELOW MEAN LOW WATER (MLW)
PROVIDED BY STUART Y. BENSON & ASSOCIATES, R.L.S. I I rrn O a
3. DEPTH MEASUREMENT SYMBOL • 9�:
rn
I �2/1/94I PRELIMINARY Wllfilln t00, NC
APPROX. SCALE (1"=60')
.0 30_ 60 S
I I I
CLIENT/TITLE
NATIONAL GYPSUM
Charlotte, North Carolina
Maintenance Dredging Permit
Bathymetric Map
PROJECT NO. I SHEET NO, REV.
215001 215-1 CO2 I A

W
(ON
ATTACHMENT 4
DOCK AND DIKE SECTIONS

DATE'
PIERHEAD LINE 11y_p•• 400'
CHAI
MEAN SEA LEVEL (0.0)
4
30,
EL, —35.0' PROPOSED
BERTHING AREA
— UKLUL,INL, IP
SCALE: l 1" = 40'
12' x 12' RECEIVING HOPPER
BELT CONVEYORI& -
TRUSS
I
II
50— CTRS, ^�
STEEL "W PILING
(TYPICAL)
NC
it 11 ii
!I II 11
ROCK STORAGI
SCALE: 1" = 40'
DESIGNED
S. HARTS
DRAWN
K. FAIRCL
�l tl��ir�
e ,
t E
tihi
1`v
DiV'ISI:Ctd
OF
COASTAL
is NIAGE1.4ENT
MEAN
HIGH WATER 2
MEAN SEA LEVEL (0.0)
-MEAN
LOW WATER -1.2'
NATIONAL GYPSUM
Charlotte, North Carolina
Gold Bond Building Products
Misc. Conveyor & D�noefallsZDJECT NO. S215001

PIERHEAD LINE 115'-0 ,.. I(400'
CHANN
MEAN SEA LEVEL (0.0) _
1 - 38,I ,
L-
4
30'
EL. -35A' PROPOSED
BERTHINGAREA
TYPICAL SECTION - DREDGING iN CAPE FEAR RIVER
' SCALE:11" = 40' '
12' x 12' RECEIVING HOPPER -
BELT CONVEYOR]&
TRUSS — Ir
�I� III
50' CTRS.
STEEL "R' PILING
(TYPICAL)
11 II 11
ROCK STORAGI
SCALE: V = 40'
I. >; 199A
DIVISION OF
COASTAL MANAGEMENT
1
MEAN HIGH WATER 2.8'
MEAN SEA LEVEL (0.0) '
MEAN LOW WATER -1.2' I
DESIGNED CLIENT/TITLE '
I S. HARTS NATIONAL GYPSUM
DRAWN Charlotte, North Carolina
NATIONAL L'�NVIRDNMENTAL ECHNOLOGIES.INC. K. FAIRCL07H '
NEW Gold Bond Building Products
I /dt Misc. Conveyor & Dred In Details
PROJECT N0.
SIiT- No.
DATE SCALE REY.
Wilmington, NC 2 1a 94 NOTED 215001 215-1C04 A

DESCRIPTION
0 I5/94 I ISSUED W/REPORT
FOURTH EAST JETTY RANGE
— — — — — — — — — — — — — — — — — -----CL CHANNEL
FL—_—o
_... �� . 4-111p- N
PLAN VIEW —
SCALE 1"=200' IC'.
DISPOSAL AREA EFFLUENT PIPE LOCATED
AT OR BELOW MEAN LOW WATER & WILL EXTEND
OVER WETLANDS.
. I .
MHW
RIVER
DIKE AROUND SPOIL AREAS
TO PREVENT WASHBACK OF
SPOIL MATERIAL
20.
EXISTING . GROUND
3
TYPICAL DIKE SECTION
SCALE
DESIGNED
S. HARTS
DRAWN
NATIONAL ENVIRONMENTAL TECHNOLOGIES,INC. I K. FAIRCLOTH
CHEC�ED� I _L
n, NC
,•r�rr `,JJ
SPII�LWA.rRII'.�=TERA11NkT2''EN OF
PIP INSIDE STILLING BASIN TO ALLOW
SETTLEMENT OF SUSPECTED SOLIDS.
STILLING
BASIN
NATIONAL GYPSUM
Charlotte, North Carolina
Gold Bond Building Products
Misc. Dock Details
215—

a
0 15/94 1 ISSUED W/REPORT
FOURTH EAST JETTY RANGE
— — fL CHANNEL — — — — — — -
�1-� N
� SHIP BASIN � EBB FLOOD �N .— —
CHANNEL LINE —
— —
BRESTING DOLPHINS 1 90.
—._ — � I. PIE — — LINE
C.1111---------I
DOCK W/RECEIVING
HOPPER '
MOORING MOORING
DOLPHIN SHIP UNLOADING DOLPHIN
CONVEYOR
8451I _55'I_EXISTING _EXXONA
Nlv
PLAN VIEW e,[I
SCALE 1"=200'
.IIII fU4d
DISPOSAL AREA EFFLUENT PIPE LOCATED DIVISION OF
'AT OR BELOW MEAN LOW W TER ScWILL EXTEND
OVER WETLANDS. P COASTAL. MANAGEMENT
MHW
DIKE AROUND SPOIL AREAS
TO TIWASHDACK OF
SPOILIL MATERIAL SPILLWAY PIPE — TERMINATE END OF
MAT
PIPE INSIDE STILLING BASIN TO ALLOW
SETTLEMENT OF SUSPECTED SOLIDS.
20'I
(MINI)
3
1' STILLING
BASIN
RIVER TRF
I
L EXISTING; GROUND
TYPICAL DIKE SECTION
SCALE
NATIONAL ENVIRONMENTAL TECIINOLOGIES.INC.
CUENT/TITLE
NATIONAL GYPSUM
Charlotie, • North Carolina
Gold Bond Building Products
Misc. Dock Details
Wilmington, NC.
t

6
ti
m
ATTACHMENT 6
DISPOSAL AREA AGREEMENT
j)1,v:sl!o'Vl or
COASTAL VVNI
f. PGEIAENT

0
N
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1690
May 12, 1994
IN REPLY REFER
Navigation Branch
Mr. Stan H. Harts
National Environmental Technologies, Inc.
301-A N. Green Meadows Drive
Wilmington, North Carolina 28405
Dear Mr. Harts:
This is in response to your letter dated April 25, 1994, requesting
permission to place approximately 8,200 cubic yards of dredge material within
the Government disposal area at the South end of,Eagle Island.
Permission is granted to place the dredge material within the Government
disposal area provided the following. requirements are met prior to placement
of the dredge material.
a. Approval of the location of the pipeline.
b. No other ongoing use of the disposal area.
c.. Payment of $.10 per cubic yard.
If we can be of further assistance to you, -please do not hesitate to
call us.
Since ely,
Caarr�mihne F ci ni to jj ! t, s'.. %" ' •, I'; s ac
Chief, Navigation Branca
plhy : 1994
D1V1810 d OF
COASTAL MAI\',AOE1°"yT

Permit Class t
RENEWAL STATE OF NORTH.CAROLINA
MAINTENANCE 5 Department of Environment -and Natural Resources
and
Coastal Resources Commission
for.
X Major Development in an Area of Environmental Concern
pursuant toNCGS113A418:' .
X Excavation and/or filling pursuant to NCGS 113-229
Issued to National Gypsum Company, 838 Sunnwale Drive, Wilmington, NC 28412
Permit Number
authorizing development in New Hanover County at _ the Cape Fear River at the junction of Sunny-.
vale Dr. & River Road , as requested in the permittee's application dated letter dated 1/8/9&
This pemrit, issued on D — \ t — C\ t , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and.notes set forthbelow. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
This permit renewal must be attached to the Amended original of Permit No. 102-94 issued on
September 14, 1994 and both documents must be readily available on site when a Division
Representative inspects the project for compliance. All conditions and stipulations of the or. ginal
permit remain in force under this renewal.
Maintenance Clause
The Division of Coastal Management will be notified in writing at le"�epsliti?� igvti�e of any
maintenance work authorized by this permit and that notification inclu3iei�
A. the number of the original permit. Er
(See attached sheet for Additional Conditions) t l�;tj
D'�
This permilLaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work '
initiation or continuance, as the case may be.
This pemtit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunderrequires further Departmental approval.
All work must cease when the permit expires on
December 31, 2002 _
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR.and the
Chairman of the Coastal Resources Commission.
-,Ytv- Roger N. checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

National Gypsum Company
ADDITIONAL CONDITIONS
Permit #102-94
Page 2 of 2 .
B. a statement that no dimensional changes are proposed.
C. a copy of the original permit plan(s) with cross -hatching indicating the area to be maintained, the
area to be used for spoil, and the estimated amount of material to be removed.
D. the date of plan revision and the permittele's signature shown anew on the original plan.
�4, lj i.si�Jt, Jr
CO3p,,STQL MAIIA-,*- erac

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF "ENGINEERS
RO. BOX 1890
WILMINGTON, NORTH CAROLINA 284o2.189a
March 16, 1998
IN REPLY REFER TO
Regulatory Division
Action ID No. 199403672 and State Permit
National Gypsum Company
838 Sunnyvale Drive
Wilmington, North Carolina 28412
Dear Sir:
No. 3,02� _
MAR 181998
DIVISIr1NI OF
COASTAL MANAGEMENT
Through coordination with the North Carolina Division of
Coastal Management, we have learned of your request to perform
maintenance work and renew your State Permit. The Department of
the Army permit issued September 23, 1994, authorized maintenance
of a ship's berth on the Cape Fear River, Wilmington Harbor,
New Hanover County, North Carolina:
Your proposal continues to be consistent with the provisions
.and objectives of General Permit No. 198000291. Therefore, the
permit is modified to include the requested maintenance work and
renewed with -an expiration date of December 31, 2002. It is
understood 'that all conditions of the original permit remain
applicable.
Questions or comments may be addressed to the undersigned,
available at telephone [phone].
Sincerely,
Jeffrey H. Richter
Project Manager
Wilmington.Field Office I
Copies Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27,611
Mr. C. Robert Stroud, Jr., District Manager
A/Wilmington Regional Office
U North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolinal 28405-3845

State of North Carolina
Department of Environri,_;it'
and Natural Resources 0
Wilmington Regionaf Office^^
Division of Coastal Management
James 8. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary .. .. _ _ ..__ NORJM CAReuNA, DEPARTMENT OF --
Roger N. Schecter, Director ENVIRONMENT AND NATURAL RESOURCEs
TO: John Parker
Permits Section, DCM
i
FROM: E. F. Brooks
Field Representative, DCM
THROUGH: C. Robert Stroud, Jr
District Manager; Wilmington,;DCM
DATE: 1/8197
SUBJECT: Request for si ��af of�'g i ]?
National Gypsum Co.
The applicants are requesting renewal of their
on the Cape Fear River. The permittee is reque,,
at this time. I have no objection to the req
conditions, including applicable moratorium
notification prior to any work, be incorporate
127 Cardinal Drive Extension, Wilmington, N.C.
An Equal Oppon
ermit for maintenance dredging of their terminal facility
ing a 5 year renewal of the permit. No work is proposed
est and recommend the continuance of existing permit
lates, spoils area inspection, and a mandatory two week
into the permit conditions.
D5-3845 • Telephone [phone] • Fax [phone]
Affirmative Action Employer

NATIONAL ? :;WZNRENTAL A,ECffiYOLOGTS, wc, L
ervrs:oly or
COASTAL MAI4PAGEMENT
_ December 23,.1997 .__ . _ Project N215008
Mr. Ed,Biooks
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Division of Coastal Management (DCM)
Wilmington Regional Office
127Cardinal Drive F--*nsion
Wilmington, North Carolina 28dO5-3845
I
SUBJECT: Request for Conversion to Maintenance Permit
National Gypsum Company
Wilmington, North Carolina
Coastal Area Management'Act (CAMA) Permit Number 102-94
Dear Mr. Brooks:
On behalf of our client, National Gyps I Company, National Environmental Technologies,
Inc. (NET) is hereby requesting that the subject CAMA permit be renewed and converted to a
five-year maintenance permit. The original permit . was issued on August 30, 1994, and
expires on December 31, 1997. This permit allows National Gypsum Company to dredge and
maintain the ship berthing area used to off-load gypsum onto its existing dock. Enclosed is
National Gypsum Company�s $30 application fee to cover the processing of this request. .
A Bathymetric survey of the ship berthing area was conducted in October 1997. NET will
review this survey in December 1997 - 7 II ry 1998, to determine if and when maintenance
dredging activities will be necessary to return the ship berthing area to original design
specifications. As stated in National Gypsum's CAMA permit application, dated May. 16,
1994, every effort will be made to employ dredging contractors who may already be in
operation in the area.
295-A N. Green Meadows Drive • Wdmimron, NC 28405 - [phone]IFAX [phone]

W
Mr. Ed Brooks
NCDENR-DCM
December 23, 1997
' Page 2
This request_,for a five-year_ maintenance.. permit _is with the understanding, that.all..basin . .
maintenance activities will be in accordance with the conditions and engineering drawings
contained in Permit No, 102-94, . Specifically, the excavation will not exceed thirty-five (35)
feet below the elevation of mean low water (MLW). All other "Excavation and Filling" and
"Additional Conditions" contained in said permit will be observed.
Please do not.hesitate to contact us at [phone] if you have any questions regarding this
letter or require additional information for permit renewal. Thank you for your timely
consideration of this matter.
Sincerely,
NATIONAL ENVIRONMENTAL TECHNOLOGIES, INC.
?Jnnoe M. Beres
En inehelring ErpjectMa
pa�ger
Stan H. Harts
Geology Project Manager
Pag- d. ,
enclosure
cc: Bill Dungan (National Gypsum Company - Wilmington)
Steven Miller, P.E. (National Gypsum Company - Charlotte)

NUV. -I& US ITUhI 11 : 19 UI iNK UUNTAL MUM'
11L:919 160 1490 r, UUL
Permit Class
MODMICATION/MINOR
STATE OF NORTH CAROLINA
Department of Enviionment and Natural Resources
and
Coastal Resources Commission
-Permit
for
% Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Permit Number
10-514
X Excavation and/or filling pursuant to NCGS 113-229
Issued tti ja � j�t{ny=838 Sunnyvale Drive, Wiimhotoa, NC 28412
Authorizing development in I+li*'iiald iib9dii County at the Cane Fear River at thq innetion of
Sunnyvale Dr & R;v r Rd._ , as requested in the parmittee,a application dated letter dated 91, 6103.
This permit, issued on _- November), 11(114 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or maycause the permit to be null and void.
1) This minor modification authorizes an inc
low water level. throughout the project
Wilmington Harbor Deepening project.
in the depth of excavation to -44 feet below the normal
to parallel the depths of the federally .maintained
2) This minor modification must be attached to the Amended original of permit No. 102.94, which was
issued on 9114/94, as well as all subsequent renewals, and all documents must be readily available on
site when a Division representative inspects the project for compliance.
3) All conditions and stipulations of the active permit remain in force under this minor modification unless
altered herein.
This permit action may be appealed by the perminea
Other qualified persons within twenty (20) days of the issui
date. An appeal requires resolution prior to work initiation
continuance ns the case may be.
This permit must be accessible on -site to Departmt
personnel when the project is inspected for compliance.
Any maintenance work or project modification not cover
hereunder requires further Division approval.
All work must cease when the permit expires on
t,-ecernber 31, 2007
issuing this permit, the State of North Carolina agrees
thntyour project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and'the
Chairman of the Coastal Resources Commission.
v
Do is D. Moffitt Director
. Division of Coastal Management
This para,ie and its conditions arc hereby accepted.
Signature of Permiuee

OR ENT 0 OF.�
da�.� Ftwr- y
;Q
•L2tf�.t t�ttS of P��P4 �
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
January 23, 2004
Action ID No. 199403672 and State Permit No.102-94
National Gypsum Company
838 Sunnyvale.Drive
Wilmington, North Carolina 28412
Dear Madam or Sir:
,, I ,
T
COASTAL iv1ANAGEMENT
Through coordination with the North; Carolina Division of Coastal Management,. we have
learned of your request to modify your Department of the Army (DA) permit issued on December
September 23, 1994, which authorized the maintenance of a ship's berth on the Cape Fear River,
Wilmington Harbor, New Hanover County; North Carolina. The modification consists of
increasing the dredging depth to —44 feet below the normal low water level throughout the
project area to parallel the depths of the federally maintained Wilmington Harbor Deepening
project.
Your proposal continues to be consist' ent with the provisions and objectives of general
permit No. 198000291: The permit is hereby modified. It is'understood that all other conditions
of your permit remain applicable and that the expiration date is December 31, 2007.
If you have any questions or commepIts you may call me at [phone].
Henry Wicker, Project Manager
Wilmington Regulatory Field Office

L
Copies Furnished:
Chief, Source Data Unit
NOAA/National Ocean Survey
ArITN: Sharon Tear N/CS261
1315 East-West Hwy., Rm. 7316
Silver Spring, MD 20910-3282
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638 1
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
2
n -h
17
c 'tip
tv.:aE:1vIENT

ej,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
MEMORANDUM
T0: Doug Huggett
DCM - Major Permits
FROM: Jason Di
l
DCM - ' gton
THRU: Jim Gregson
RE: Minor Modification, Permit
National Gypsum Co.
New Hanover County
DATE:. September 24, 2003
The applicant has submitted the enclosed plans ri
permitted dredging depth at the National Gypsum
The modification is necessary to update the facilii
federal Wilmington Harbor Deepening Project.
Facilities in 2000 (State Permit #47-87).
Check #2200, in the amount of $100.00, has been
sting.a modification to their existing permit to increase the
ship basin, adjacent to the Cape Fear River, in Wilmington.
match the new excavation depths (-44 ft.) authorized by the
filar actions were authorized to update the NC State Port
to cover the permit extension and minor modification.
At this time, the Wilmington Regional Office has no objection to this modification request. The existing permit
conditions will have to be changed to reflect the changes in the nature of the project
Thank you for this opportunity to comment.
s:\cama\jasonWiinorMods\NatiorWOpy.Sept03
127 Cardinal Drive Extension Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet httpJ/dcm2.enr.state.nc.us
An Equal Opportunity \ Affioative AcUiwl Employer- 50% Recycled XIG% Post Consumer Paper

'" -'-- "'-' 'tea"-'•"'„- U:1KT VKtGYt trvuliYCgK HAUL e2
J
GA.RY GREENE
E N G t N 'E E R S
Post CTtt -2 Box 99213
RAuicx, NORTH CAROLINA 27624-921.3 AEA
919-855-M88 ' Fax [phone]
E-MAIL' CKOMENt:•@a GARYGREENE-r3NC1NEEtS.COM
nr_srr.H MANAfF.ilF
cMl, r211+irnRTAn7N ruuxrnr:
MAHflRfE STRUC IMUL
September 16, 2003
Jason Dail
Division of Coastal Management
NC Department of Environmental and Natural Resources
127 Cardinal Drive
Wilmington, North Carolina 28405
Subject Minor Modification Request of National Gypsum Company CAMA permit 102,94
Dear Mr. Dail:
Gary Greene Engineers'onbehalfofNationalGypsumCompany, requests aminormodiftcationof
their CAMA permit 102-94 to increase the dredge depth authorized for the terminal. With the
adjacent Corps of Engineers channel authorized and dredged to a depth of 42 feet mean lower low
water(yQ L W) plus an oirerdredge allowance oft feet (total depth of-44 MLLW ), National Gypsum
Company requests an increase in depthtoaccommodatevesselsnavigatingthecbaanel. Specifically,
we request tbatthe depth indicated in note 2) ofthe permit be increased from 35 feet to -42 MLL W
plus an overdtedge allowance of 2 feet for a total depth.of -44 MLLW.
Wd trust that this correspondence is sufficient for the modification. However, if you have any
questions or need additional in please do not hesitate to contact me.
Sincerely,
Gary K. Greene
cc: Stephen Miller, National Gypsum Company

L
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F, Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Doug Huggett
DCM - Major Permits
FROM: Jason Dail
DCM - Wi gton
THRU: Jim Gregson 6�) L
RE: Minor Modification, Permit
National Gypsum Co.
New Hanover County
DATE: September 24, 2003
The applicant has submitted the enclosed plans ri
permitted dredging depth at the National Gypsum
The modificaion is necessary to update the facili-
federal Wilmington Harbor Deepening Project.
Facilities in 2000 (State Permit #147-87).
Check #2200, in the amount of S 100.00, has been
sting.a. modification to their existing permit to increase the
ship basin, adjacentto the Cape Fear River, in Wilmington.
match the new excavation depths (44 ft.) authorized by the
ilar actions were authorized to update the NC State Port
to cover the permit extension and minor modification.
At this time, the Wilmington Regional Office has no objection to this modification request. The existing permit
conditions will have to be changed to reflect the changes in the nature of the project.
Thank you for this opportunity to comment.
s:\cama\jasonlMinotgods\NationalGpy.Sept.03
127 Cardinal Drive Ext
Phone:[phone]\Fax:
.on, North Carolina 28405-3845
Internet: httpJldcm2.enr.state.nc.us'
An Equal Opportunity \ Al0ripative Acllos Employer- 50% Recycled \[D% Post Consumer Paper

d911b/LF7tlJ 13::11 9198558489 GARY GREENE ENGINEER PAGE 02
GARY GREENE
E N G ,1 N E E R 5
POST OFFICE Box 99213
R2ALEIGH, NORTH C:AROLINA 27624-9213 USA
919-855-8488 , FAX[phone]
E-MAIL: GKGREENE[tla GARYGREF.NE-FNCiNEERS.(VM
A"IrN xidmr .
r�� r.
C1Vil, T1NA6rrRTnn?N MnRftlMS .c7RUCTUIL2L
September 16, 2003
Jason Dail
Division of Coastal Management
NC Department of Environmental and Natural Resources
127 Cardinal Drive
Wilmington, North Carolina 28405
Subject. Minor Modification Request of National Gypsum Company CAMA Permit 102-94
Dear Mt. Dail:
Gary Greene Engineers, on behalf ofNational
their CAMA permit 102-94 to increase the i
adjacent Corps of Engineers channel authoriz
water (MLLW) plusan overdredge allowance
Company requests an increase in depth to acco:
we request that the depth indicated in note 2) c
Plus an overdredge allowance of 2 feet for a t
We trust that this correspondence is suf
questions or need additional information.
Sincerely,
Gary K. Greene
cc: Stephen Miller, National. Gypsum
ypsum Company, requests a minor'modif cation of
Age depth authorized for the terminal. With the
and dredged to a depth of -42 feet mean lower low
Z feet (total depth of-44 MLLW), National Gypsum
nodatevesselsnavigadngthechannel. Specifically,
he permit be increased from 35 feet to -42 MLLW
d depth of-44 MLLW.
for the modification. However, if you have any
do not hesitate to contact me.

Jason,
Attached is check for minor mod for National Gypsum and Hess Oil. Waiting to here from
Colonial (say they are interested but need authorization to deepen).
Please provide receipts individually for each terminal (1 for Hess & 1 for National Gypsum).
i
Gary Greene E
Gary Greene Engineers U'D
vT
PO Box 99213 n
Raleigh NC 27624 Il j CEP 2 3 2003
919-855-8488
DIVISIOiV OF
COASTAL MANAGEMENT

National®®®
Gypsum
COMPANY
May 2, 2003
Ed Brooks
Division of Coastal Management
NC Department of Environmental and Natural resources
127 Cardinal Drive
Wilmington, North Carolina 28405
Corporate OKces: 2001 ftdord Road
Chaddde, NO 28211
704-365-7300
Subject: Renewal of National Gypsum Company LAMA Permit 102-94
Dear Mr. Brooks:
Attached is a signed copy of the s
work to expire on December 31, 2
permit renewal and its conditions.
Sincerely,
1 l`
Stephen M. Miller, P.E.
National Gypsum Company
Technical Resources
Phone [phone]
Fax [phone]
smmiller(a) nation algypsum. com
ed permit renewal extending permitted
National Gypsum Company accepts this
I
cc: Steve LePage — NGCo. WLM Pit Mgr
Gary Greene — Gary GreenelEngineers
ECEIVE
MA
?D03
1.
DIV.GC ASI SION. OF
ALMANAGEMENT
307919

Permit Class
214D RENEWAL
MAINTENANCE 5 STATE Olt' NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
ermtt-
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to
Authorizing development in New Hanover
3�innyvale Dr. Rim r Rd. , as requested
Permit Number
102-W
_County at the Cane Pear River at the junction of
the permittee's application dated letter dated 2125103,
This permit, Issued on _April 21. 2003 1 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject -to fines, imprisonment or civil action; or tray cause the permit robe null and void.
1) This renewal must be attached to the Amended original of Permit No, 102-94, which was issued on
9/14/94 and subsequently renewed on 2/18/98, and all documents must be readily available on site when
a Division representative inspects the project for compliance, All conditions and stipulations of the
active permit remain in force under this renewal.
(See attached
This permit action may be Appealed by the perm
other qualified persons within twenty (20) days of the
date, An Appeal requires resolution prior to work iaidi
continuance Its the case may be.
This permit must be accessible on site to Dep
Personnel when the project is inspected for compliance.
Any maintenance work or project modification not i
hereunder requires further Division approval,
All work must ceaso when the permit aspires on
December 31, 2007
:t for Addidotial Conditions)
or Signed by the authority of credry of nd &
nog Chairman of the Coastal Resources Cotlyt/'Migt'.ON OF C
COASTAL MANAGEMP
In issuing this permit, the State of North Carolina agrees
at your project is consistent with the North Carolina Coastal
MAnegementprogram.
vH �
na D. Moffitt, Director
Division of Coastal Management
This permit And if, conditions are hereby accepted.
Signature

National Gypsum Company
Permit #102-94
Page 2 of 2
ADDITIONAL CONDITIONS
Maintenance Clause
2) The Division of Coastal Management, Wilmington District Office, shall be notified in writing at least
two (2) weeks in advance of any maintenance work authorized by this permit, and such notification shall
include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site must be approved by a
representative of the Division prior to the initiation of any maintenance dredging activities.
D. The- .dato.o€map.revisson:and the..peimittee's signature shown, anew on the original plan.
EVE
MAY 0 3 NO3
DIVISION
COASTAL MANAGEMENT

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
°rnrrcm"
June 23, 2003
Regulatory Division
Action ID No. 199403672 and State Permit No. 102-94
National Gypsum Company
838 Sunnyvale Drive
Wilmington, North Carolina 28412
Dear Madam or Sir:
Through. coordination with the N
learned of your request to renew your I
September 23,1994, which authorized
Wilmington Harbor, New Hanover Coi
Your proposal continues to be c
permit No.198000291. The permit is
of your permit remain. applicable and
t Carolina Division of Coastal Management, we have
rtment of the Army (DA) permit issued on December
maintenance of a ship's berth on the Cape Fear River,
North Carolina.
it with the provisions and objectives of general
renewed. It is understood that all other conditions
the expiration date is December 31, 2007.
If you have any questions or comments you may call me at [phone].
Sincerely,
Henry Wicker, Project Manager
Wilmington Regulatory Field Office

Copies Furnished:
Chief, Source Data Unit
NOAA/National Ocean Survey
ATTN: Sharon Tear N/CS261-
1315 East-West Hwy., Rm. 7316
Silver Spring, MD 20910-3282
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Wilmington Regional Office
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
011

M 1.2.1, 03 (MON) 11:14 OENNR COSTAL MCMT
TEL:[phone] P.005
Permit Class
2ND RENEWAL
—.:,• MAINTENANCES
STATE OF,NORTFI CAROLINA
Department of Environment and Natural Resources.
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to National Gyasum Company, 938 Sunnyvale Drive, Wilmington, NC 28412
Permit Number
102-94'
Authorizing development in New Hanover County at the Cave Fear River at the junction of
Stmny3We Dr. & River Rd. as requested in the permittee's application dated letter dated 2/25/03,
This permit, issued onAg1;1121, 2003 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
to nnes, imprisonment or ctvu action; or may cause me permit to ors null ana vote.
1) This renewal must be attached to the Arnended'original of Permit No. 102-94, which was issued on
9/14194 and subsequently renewed on 2/18198, and all documents must be readily available on site when
a Division representative inspects the project for compliance, All conditions and stipulations of the
active permit remain in force under this renewal.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the perminee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance us the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for campliancs.
Any maintenance work or project modification not covered
hereunder requires further Division approval,
All work must ceose when due permit eapirea on
December 31, 2007
In issuing this permit, the State of North Carolina agrees
mat your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission,
vN ,
na D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

OR,*,.,>V 03(MON) 11:15 OEHNR COSTAL MGMT
National Gypsum. Company
TEL:[phone] P.006
ADDITIONAL CONDITIONS
Permit #102.94
Page 2 of 2
Maintenance Clause
2) The Division of Coastal Management, Wilmington District Office, shall be notified in writing at least
two (2) weeks in advance of any maintenance work authorized by this permit, and such notification shall
include:
A. The number of the original permit.
B, A statement that no dimensional changes are proposed,
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site must be approved by a
representative of the Division prior to the initiation of any maintenance dredging activities,
D. The date of map revision and the permittee's signature shown anew on the original plan.

I .
r r
NCDENR
North Carolina Department of Environment and Naturaf Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: DougHuggett
Permits Section
FROM: Jason Dail
Field Representative, Wilmington
DATE: March 6, 2003
y n:
SUBJECT:
0.
State Permit No. 1.02-94 was. issued on September 14, 1994, for maintenance of the existing marina basin. The permit was
renewed in 1998 for five years. The current permit will expired on December 31, 2002. Mr. Stephen M. Miller, with National Gypsum
Technical Resources, is requesting that the permitbe reneweed again. The location ofthe spofl disposal site would remain the same.
This Office has no objection to the renewal of Permit No. 102-94. 'The applicant has included a check (ck No. 673697) in the
amount of $100.00 for the ienewal. . I
cc:
` harles Jones
Henry Wicker
S:CAMAUasonlRenewalslN.Gypsum ren.Mar.03
127 Cardinal Drive Ext
Phone' 910-395-39001Fax:
An Equal
Wilmington, North Carolina 28405-3845
IO-20041 Internet: httpJldcm2.enr.state.nc.us
Employer - 50% Recycled 110% Post Consumer Paper
I

NatioWlAirl
Corporate Offices: 2001 Re3lord Road
Gypsum CWotte, NO 28211
COMPANY 16145.7300
February 25, 2003
Ed Brooks
Division of Coastal Management.
NC Department of Environmental and Natural resources
127 Cardinal Drive
Wilmington,: North Carolina 28405
Subject: Renewal of National Gypsum Company CANA Permit 102-94
Dear Mr. Brooks:
NationalGypsumCompany requests renewal of CAMA Permit 102-94 for
maintenance dredging of our berth in accordance.with conditions and stipulations '
stated in the original permit. Forwarded with this request is a check in the
amount of $100 made payable to "NC Department of Environment and Natural
Resources' from National Gypsum Company for the renewal fee.
We trust that this correspondence and submission of the required fee is
sufficient for renewal. However, if you have. any questions or need additional
information; please do not hesitate to contactme.
Sincerely,
Stephen M. Miller, P.E.
National Gypsum Company
Technical Resources .
Phone [phone]
Fax [phone]
smmillerAnationalovosum com
cc: Steve LePage — NGCo. WLM Pit Mgr
Gary Greene —_Gary Greene Engineers
307910

SECTION
TIMEIDATE
NAME
REPRESENTING:
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
(910) 39M900
File Access Record
V�
1
Guidelines for Access: The staff of the Wilmington Regional Office is dedicated to making public
records in our custody readily available to the public for review and copying. We also have the
responsibility to the public to safeguard these records and to carry out our day -today program obligations.
Please_read carefully the following guidelines before signing the form:
1. Please call at least a day in advance to schedule an appointment to review the files.
Appointments will be scheduled between 9.00 a.m. and 3.00 p.m. Viewing time
ends at 5:00 p.m. Anyone arriving without an appointment may view the files to the
extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make' copies of a file when the copier is not in use by the staff and if time
permits.. re '�ie'aeS2a�sn�e�r • mirm . t,m Fct #oTa/l
ca eeseml fa a art. : a, enY rna; be '.` MEW , � g rclea or
'c�as�t R'`#heo� ii"cTn desk � a�"�ea"�a'Ta'b`e�r�itE'e"�bd� enie o� fir.
4. FILES MUST BE KEPT IN THE ORDER YOU FOUND THENL .Files may not be taken
from the office. To remove, alter, deface, mutilate, or destroy material in one of these
files is a misdemeanor for which you can be fined up to $500.00.
5. In accordance with General Statute 2P-3-512, a $20.00 processing fee will be charged
and collected for checks onyhift payment has been refused.
FACILITY NAME / COUNTY
1. ►J1}-nm.,a-t_ G.yilSk�,r, �' �T �i t+{p
2. �-
3.
4.
5.
SIIgtis i"n' amfq'-E;4t'>,fi�Bggdness. Dace'-. `' T"F In Tttn sOut• N
Please attach a business card to this form Y�
Revised10112198
0

FUNCTION->.0 NEXT PERMIT=> PERMIT/APPLICATION UPDATE RRD120
APP NO: ACF 94 0855
PERMIT NO: AEC: PT EW ES REGIONAL REP: BARRETT
COUNTY: NEW HANOVER FEE: 250.00 DISTRICT: D PERMIT COORD:
NAME: NATIONAL GYPSUM COMPANY LOCATION
STRT: 838 SUNNYVALE DRIVE STRT:
CTY: WILMINGTON ST: NC ZP: 28412 CTY: WILMINGTON ST: NC ZP: 28412
PHONE: [phone] DESCRIPTION:
LOCATION: 838 SUNNYVALE DRIVE WATER BODY: CAPE FEAR RIVER
DEV AREA: 262.40 PROJECT DESC-. C STATE PLANE COORD X: 2315450 Y: 156900
WORK: BB 530 60 35 0 fi 6000 950 fi 6000 950
MAIN:
IMP: OW 31800 hg 5700000 hg 5700000
REQ STAT ACTION EXPIRATION RENEWAL # EXPIRATION MODIFIED #
D & F: Y 0 0
CAMA: Y 0 0
SPC ACTION
RCVD FLD RCVD RAL ASSIGNED ON HOLD OFF HOLD EXTENT EXT DRAFT DUE TPT
06 14 94 0 08 28 94 0
MESSAGE: ENTER DATA YOU WISH TO CHANGE
PFI=HELP PF2=MAIN MENU PF3=PERMIT MENU PF4=PREY PF5=NAMES PF6=REQ WRK PF7=SCRN 2

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North Carolina Department of Environmental Quality
�CI� Division of Coastal ManagementCr W Major Permit Application Section 14 —Biological Assessment &Essential Fish Habitat Study
J�
uRBAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 14 - BIOLOGICAL ASSESSMENT & ESSENTIAL
FISH HABITAT STUDY
As indicated during the April 17, 2020 scoping meeting, the 2020 South Atlantic Regional
Biological Opinion (SARBO) would apply for this maintenance dredging project, which would
preclude the need for species assessments included in the SARBO (i.e., Atlantic Sturgeon). In
addition, a Biological Assessment and,Essential Fish Habitat Study were prepared for the proposed
project and are included in this section
In summary, the proposed project will be short in duration and will implement best management
practices to minimize impacts to the subject area. The proposed project will adhere to seasonal
construction restrictions and applicabl wildlife guidance to protection potential species within the
project area.

National Gypsum Wilmington
Essential Fish Habitat Report
National Gypsum Wilmington
Maintenance Dredging Project
July 2020
��uRBRn
Urban Engineers, Inc.
Philadelphia, PA

Essential Fish Habitat Technical Report
National Gypsum Wilmington
Maintenance Dredging Project
Table of Contents
l.o Introduction..........................................................................................i
2.0 Physical Environment..........................................................................4
3.o Essential Fish Habitat..........................................................................7
4.0 Potential Impacts to EFH...................................................................10
5.o Findings and Conclusions...................................................................11
6.o
6.0 References...........................................................................................12
Fienres
Figure 1: USGS Project Location Map
Figure 2: Aerial Project Location Map
Figure 3: Hydrographic Survey

EssentialbYsh Habitat Technical Report
National Gypsum Wilmington
Maintenance Dredging Project
1.0 INTRODUCTION
Urban Engineers, Inc. (Urban) prepared this essential fish habitat (EFH) technical report
for the proposed Maintenance Dredging Project at National Gypsum's Wilmington facility
located at 838 Sunnyvale Drive, Wilmington, North Carolina. The purpose of this document
is to assess impacts to EFH resulting from the maintenance dredging and dredged material
disposal.
The Magnuson -Stevens Fishery Conservation and Management Act (16 USC 18oi et seq.)
requires the U.S. Secretary of Commerce,to develop guidelines amending regional fisheries
management plans for the identification and creation of management and conservation
plans for EFH. Each council is required to amend existing fisheries management plans to
include EFH designations and conservation requirements. The act also requires federal
agencies to consult with the Secretary ion all actions, or proposed actions, authorized,
funded, or undertaken by the agency, that might adversely affect EFH.
EFH is defined as "those waters and substrate necessary to fish for spawning, breeding,
feeding, or growth to maturity" (16 USC 1802 (10). "Waters" include aquatic areas and their
associated physical, chemical, and biological properties that are used by fish, and can
include aquatic areas historically used, by fish, where appropriate. "Substrate" includes
sediment, hard bottom, structures underlying the waters, and associated biological
communities. "Necessary" means the habitat is required to support a sustainable fishery,
and the managed species contributions to a healthy ecosystem. "Spawning, breeding,
feeding, or growth to maturity' covers a species full life cycle. EFH designations are
required only for species or species units for which Councils have developed Fisheries
Management Plans (IMP).
1.1L Project Description and Purpose & Need
The National Gypsum Maintenance Dredging Project includes maintenance dredging at
National Gypsum's Wilmington commercial berth facility to a depth of -36' mean low water
(MLW) (-12,000 cubic yards of material) and -2 feet over dredge (-5,000 cubic yards of
material) in order to continue Nationals Gypsum's operations at their Wilmington Facility
(total of—17,000 cubic yards). The dredged material will be disposed at a private confined
disposal facility (CDF) located in Brunswick County (Parcel No. 05900006) at
approximately 34.176788 N,-77.9635io W, which is directly across the river from the
proposed maintenance dredging area. Refer to Figures 1 and 2 for the Project Location Maps
and Figure 3 for the Hydrographic Survey. The proposed project will require a Section
404/10 permit and a CAMA Major Permit.
Maintenance dredging water dependent and is imperative for National Gypsum to continue
their operations in this region. This area has not been dredged since at least the early 20005
and therefore there is a significant need to deepen the berthing area to ensure the safe
passage of ships and to accommodate the ships required for National Gypsum to receive
gypsum shipments. If the berthing area, is not dredged, this will lead to significant financial
implications for National Gypsum and ultimately impact the local economy. The proposed

EssentialFish Habitat Technical Report
National Gypsum Wilmington
Maintenance Dredging Project
dredging is anticipated to occur in 2021. The proposed dredging will not change the use of
the site.
1.2 Maintenance Dredging Methodology
The proposed maintenance dredging will be performed via hydraulic dredging (cutter
suction dredge) and will consist of a cutter head and a hydraulic booster pump. The cutter
head will be lowered into the sediment bed to fluidize the sediment agitation and to draw
the slurry into the suction pipe. The material will then be pumped through a sunken pipe
that extends across the bottom of the Cape Fear River and into the upland CDF. The dredge
material will be discharged at the CDF that will be isolated by an earthen berm. A backhoe
will move the pipe/material around as needed within the CDF during dredging. Water
pumped with the dredge material will be contained in the placement site until the solids
settle out. Once settled, the effluent will drain back to the river in a controlled manner
through the weirs. Both the weir elevation and effluent content will be monitored to stay
within permitted effluent parameters.
Sediment sampling was performed at the proposed dredge area in November 2019. The
results noted wood debris in some of the samples collected. If significant timber debris are
encountered, they will be removed by mechanical means, using either a backhoe or
clamshell bucket, to allow for continued hydraulic dredging. The debris will then be placed
in a scow and transported to the disposal facility.
Work associated with the proposed project will only take i to 2 months. Specifically, the
maintenance dredging is expected to take approximately 2 weeks to complete; a turbidity
barrier will be implemented around the dredge. Prior to the maintenance dredging, the pipe
will be strung across the bottom of the river, which will take about 2 days. Some minor
grading and maintenance work is anticipated at the CDF to prepare for the disposal of the
dredge material; this work is anticipated to take approximately 2 to 4 weeks.
1.3 Dredged Material Disposal
The dredged material CDF is currently owned by Bate, Land and Timber (BLT) Trust. Urban
anticipates that the dredge disposal will be placed on approximately 25 acres of the CDF,
primarily in the area previously used for dredge disposal. The dredged material will be
confined on high ground to prevent spill -over of solids into any marsh or surrounding
waters. The berm height varies between 28 feet above mean high water (MHW) at the inlet
(northern) side, to 18 feet above MHW at the outlet (southern) side). Water pumped with
the dredged material will be contained in the placement site until the solids settle out. The
terminal end of the pipeline will be positioned at least 50 feet from any part of the dike and
the distance between this inflow point and the weir spillways will be maximized to allow
settlement of suspended solids. During dredging operations, the material inflow point, weir
elevation, and CDF grading will be maintained to promote proper drainage. The disposal
process will be monitored and the flow rate will be regulated to avoid overtopping of the
CDF berms and prevent excessive ponding.
The material will be stabilized to keep sediments from entering adjacent waters or wetlands.

Lssentialbish Habitat Technical Report
National Gypsum Wilmington
Maintenance Dredging Project
The effluent will drain back to the river in a controlled manner through the weir. Effluent
will be contained in pipes and discharged at a point in the water past visible vegetation and
below the normal high water line to prevent gully erosion and unnecessary siltation. A water
control structure will be installed at the intake end of the effluent pipe to assure compliance
with water quality standards. Effluent sampling and monitoring will be performed to adhere
to water quality standards, including stopping dredging and treating effluent, as needed.
During dredging operations, a turbidity curtain will be installed around the outfall of the
effluent pipes to further reduce any remaining turbidity.
Timber crane mats will be placed on an approximately 35 feet swath the wetland slopes past
the berms for equipment access and pipeline path. The timber crane mats will be placed on
the minimal area of wetlands possible to minimize temporary impacts to the wetlands.
1.4 Project Area
The project area includes the approximately 2-acre proposed dredge area located at National
Gypsum's Wilmington facility berth in the Cape Fear River (Stream Classification "SC") at
approximately Lat: 34.17375 N, Long:-75.957511 W in New Hanover County. National
Gypsum's Wilmington facility is located at 838 Sunnyvale Drive, Wilmington, NC. The
dredged material consists of sand, silt,'and clay from the navigable waters of the United
States. The project area is located in open water with depths ranging from approximately -
12 MLW to -37 MLW. Due to past maintenance dredging and past frequent use of the area
by large ships, submerged vegetation is not located within the project area.
National Gypsum Company unloads gypsum at the shipping berth for wallboard production
at the wallboard plant across River Road. The manufacturing facilities are located on the
east side of SR lioo with a conveyor belt crossing the highway to the property on the west
side. The conveyor continues along a pier extending into Cape Fear River terminating on
the shipping berth. There is a paved access way from SR lioo to the river. The existing
berthing facility extends approximately 1,68o feet into the Cape Fear River, with a dock
extending approximately 195 feet to the north of the pier.
The CDF is located in Brunswick County (Parcel No. 05900006) at approximately
34.176788 N,-77.963510 W, which his directly across the river from the proposed
maintenance dredging area. The area where the dredged material will be stored is
approximately 25 acres and has previou Isly been used as a dredged material disposal facility.
The adjacent property land use consists of mixed industrial and commercially developed
properties. National Gypsum is located) in a highly industrial area, with adjacent activities
including fuel processing plants and co mmercial ports; all have commercial docks. The
channel of the Cape Fear River is continually maintained for commercial navigation by the
US Army Corps of Engineers (USACE).
1.5 Site History
National Gypsum's facility was constructed in 1975, at which time the river adjacent to the
berth was dredged to a depth of 35 feet MLW. Maintenance dredging occurred at the site at

Essential Fish Habitat Technical Report
National Gypsum Wilmington
Maintenance Dredging Project
regular intervals from 1975 until the early 2000s. The National Gypsum plant was shut
down in early 2oo9 and resumed shipping in 2oi8.
The area where the dredged material will be stored is approximately 25 acres and has
previously been used as a CDF. National Gypsum has utilized this disposal facility for
dredged material disposal as recent as the 20oos. This site is owned by BLT Trust.
The proposed use of both the maintenance dredge area and the confined disposal facility
will not change due to this project. The proposed dredge area consists primarily of silt and
clay; sand and wood debris is also present in the proposed maintenance dredge area.
2.o PHYSICAL ENVIRONMENT
EFH may be characterized in terms of the physical environment and its resources. These
factors are described below for the conditions that exist within the project area.
2.1. Basin Morphology and Bathymetry
The proposed maintenance dredge area is located in open water in the Cape Fear River
with depths ranging from approximately -12 MLW to -37 MLW. Surveyed bathymetry
adjacent at the proposed dredge area is illustrated in Figure 3.
2.3 Tides and Tidal Datums
Representative tide data for the Project Area are provided by the NOAA tide station for
Wilmington, NC. This tide station is located approximately 3.5 miles from the site, near
the Ocean Highway Bridge. The mean tidal range at this station is 4.28 feet. The various
NOAA tidal datum (during the 1983-2001 tidal epoch) are summarized in Table 1, below.
Y_IFA :3_0DIM 1C11N:11 y I Ih711 At7:M rolu i
LMI GTO ', NC
WIlVGTON, t
DATUM
STATIO
NG STATION
tta,
' i,ks"
(Completeei983-
(Complete,198g-
.�;xr,
2ooiEP©CH)
200 EPOCH)
�,
MHHW (mean higher high water)
4.68
2.08
MHW
4.43
1.83
NAVD-88
2.6o
0.00
MSL (mean sea level)
2.44
-o.16
MTL (mean tide level)
2.2
-o. 1
MLW
o.16
-2.44
MLLW (mean lower low water)
0.00
-2.6o
* MLLW is defined as the average of the lowest of the two low -tide elevations observed each
lunar day over a i9-year tidal epoch
** NAVD-88 (North American Vertical Datum of 1988) is the current topographic survey datum
4

EssentialFish Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NewJersey
2.4 Water Quality
The project is located in and adjacent to the Cape Fear River, in the Cape Fear River Basin.
Water quality The Cape Fear River in the location of the project area is classified as "SC."
SC waters are all tidal salt waters protected for secondary recreation such as fishing,
boating, and other activities involving minimal skin contact; fish and noncommercial
shellfish consumption; aquatic life propagation and survival; and wildlife.
According to the North Carolina 2018 Integrated Report for water quality, the following
constituents exceed criteria in the vicinity of the proposed project: dissolved oxygen (5
milligrams/liter (mg/1)), copper (3 micrograms/liter (ug/1)), pH (6.8), and mercury in fish
tissue. The data is inclusive for iron (1,000 ug/1).
Representative water quality data was obtained from the NCDENR, Division of Water
Resources Basinwide Assessment Report Ambient Monitoring System Station No.
B9800000, located at the Cape Fear River at CM61 at Wilmington (approximately 1.5 miles
north of the proposed maintenance dredge area). The results at this station indicated that
dissolved oxygen is less than 5 milligrams per liter (mg/1), pH is less than 6.8 and water
temperature is greater than 320C.
In addition, USGS Water Quality Gauge located in the Cape Fear River, near Wilmington,
NC (USGS 021o869o) collected in 2004 is summarized in Table 2, The USGS station is
located at approximately 5.5 miles north of the maintenance dredge area.
Table 2: Water Quality Parameters
Elm
NS- not sampled
ppt — parts per trillion

Essential Fish Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NeWersey
2.4A Dissolved Oxygen
Fish and invertebrates require dissolved oxygen (DO) to survive, grow, and reproduce; the
level of DO required varies by organism. Fish typically require at least 2 milligrams per liter
(mg/1), however since fish are highly mobile, most can avoid areas of low DO. Growth of
actively swimming fish is reduced at DO concentrations less than 6 mg/L (and metabolism
is reduced at 4.5 mg/L.
The most recent measurement of DO at the monitoring location was less than 5 mg/L and
historic measurements were at or less than 6 mg/L. Therefore, DO in this area is typically
not ideal for fish growth and activity. As discussed above, fish are mobile and can move
away from low areas of DO.
2.4.2 Temperature
Temperature patterns affect fish distribution and functions. Estuarine organisms can
tolerate a wide range of temperatures if given adequate time to acclimate. Early life stages
of many species (e.g., clams, oysters, spot, croaker, flounder, menhaden) have lower
tolerances than adults. If water temperature falls too low or too rapidly, sensitive species
like red drum and seatrout may die. Cold shock is a key factor in spotted seatrout decline.
The temperature range of 19 to 320C is typical for estuarine waters in this area.
2.4.3 pH
The pH of the water affects egg develo]
DO. Most fish require pH greater than
can be reduced. Low pH can release t
aquatic plants and animals. Estuarine
freshwater having the most variable pf
capacity. The optimum pH for spawn:
6.75. Recent measurements of pH is 1
6.1 to 7.3. Therefore, this area is suital
2.4.4 Salinity
tent, reproduction, and the ability of fish to absorb
>; above or below which diversity and reproduction
is elements, making them available for uptake by
i depends on the mix of seawater and freshwater,
iepending on organic matter content and buffering
is 7.8 and for successful recruitment is great than
> than 6.8 and historic measurements range from
for fish, but is not optimum.
Based on historic data, the project area is located in an area of moderate salinity. The water
column is critically important as it directly affects all other estuarine aquatic habitats.
2.5 Climate
Site climate is typical for the South Atlantic seaboard. Average monthly temperatures range
from approximately 56 to 90 degrees Fahrenheit (°F). Approximately 58 inches of rain falls
annually, well distributed throughout the year.

EssentialFish Habitat. Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NewJersey
3.0 ESSENTIAL FISH HABITAT
Managed species found in the project area fall under the joint responsibility of the South
Atlantic Fisheries Management Council (SAFMC), the National Marine Fisheries Service
(NMFS), the Atlantic States Marine Fisheries Commission (ASMFC) and the North
Carolina Marine Fisheries Commission (NCMFC). These agencies have defined EFH for
the species under their jurisdiction. Table 3 lists EFH Habitats and indicates its presence
or absence within the project area.
Table 3: Essential Fish Habitat Types
PesenG dEr) oi;FAbserits A iri?Pro ect Area':
Submerged AuaticVegetation
A
Shell Bottom
A
Hard Bottom
A
Soft Bottom
A
Estuarine Water Column
P
Wetlands
P
3.1 Habitat Types
3.1.1 Submerged Aquatic Vegetation
Submerged aquatic vegetation habitat
rooted into the ground and remain un
These plants form dense forests, called
acres. The depth of the water column
feet. Submerged Aquatic Vegetation (S
be found in water depths greater tha
parameter at this site.
3.1.2 Shell Bottom
Shell bottom habitat exists in areas of
clams and other shellfish. These areas
shell hash. The aquatic bed has previous
the maintenance dredging area to accc
sediments is primarily silt, clay and son
found within the project area. Accordii
Habitat Mapping Program, shell botton
3.1.3 Hard Bottom
characterized by the presence of plants that are
r the surface of the water during all tidal stages.
!ds, which range in size from less than a meter to
jacent to the berthing area varies from 12 to 44
9 is light limited at this depth. SAV is unlikely to
6 feet. Therefore, SAV is not a critical habitat
ottom composed of living or dead oysters, hard
.dude oyster beds, oyster rocks, oyster bars and
r been dredged to a depth of -44 MLW feet within
modate vessels. The composition of the bottom
sand. There are no Oyster reefs or Intertidal flats
to the North Carolina DENR Estuarine Benthic
iabitat is not present within the project area.
Hard bottom habitat generally occurs in the ocean where rocks or other hard surfaces are
exposed from bottom sand or mud. These hard surfaces (reefs) can be naturally occurring,
like rocks, or can be man-made, like shipwrecks or jetties. When hard bottom habitat is

Essential,Ksh Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NeWersey
man-made it is called an artificial reef. According to the North Carolina NCDENR Mapping
Program, hard bottom habitat is not present within the project area.
3.1.4 Soft Bottom
Soft bottom habitat occurs wherever' there is uncovered, unvegetated sediment in
freshwater, estuarine and marine systems. Soft bottom is utilized by nearly every native fish
species in North Carolina and is a critical habitat to species of fish that dig or bury
themselves in substrate. According to the North Carolina NCDENR Mapping Program, soft
bottom habitat is not present within the project area.
3.1.5 Estuarine Water Column
The water column connects all habitat types and is critical for fish movement between other
habitats. The water column allows sunlight to reach aquatic plants and algae, it allows
oxygen and other essential dissolved nutrients to be delivered to aquatic plants and animals,
and it provides a medium for all aquatic organisms to live. The estuarine water column of
the Cape Fear River, near Wilmington, NC (USGS Annual Water Statistics) in 2004 had
salinity levels which varied from o.o to 14.0 ppt and is considered an area of moderate
salinity.
VL.6 Wetlands
Wetlands consist of areas that are inundated or saturated by surface or ground water at a
frequency and duration sufficient to support, and that under normal circumstances do
support, a prevalence of vegetation typically adapted for life in saturated soil conditions. No
wetlands are located in or adjacent to the proposed maintenance dredge area. Although
estuarine wetlands are located adjacent to the dredged material disposal area, there will be
no permanent impacts to the wetlands.
3.2 Primary Nursery Area
The project area is located in a PNA, according to the North Carolina Marine Fisheries
Nursery Area Maps. Primary nursery areas (PNAs) are designated areas that support
embryonic, larval or juvenile populations of marine or estuarine fish or crustacean species.
The MFC designated PNAs initially in 1977 as settlement areas for post -larvae of offshore
winter spawners. The designations were a result of DMF trawling and seine surveys and
rigorous sampling showing areas continually supportive of juvenile shrimp, crab, and finfish
populations. Data from DMF Estuarine Trawl Surveys indicate that the number of juvenile
species in PNAs is greater in waters north of Cape Lookout than to the south.
The proposed project will be short in duration; the maintenance dredging will only take
about 1 week to complete. In addition, work will occur during dredging moratoria to protect
migrations of fish, sensitive life stages of aquatic organisms, and threatened and endangered
species.

EssentialFish Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, New Jersey
3.3 Habitats of Particular Concern
According to NOAA, there are two Habitats of Particular Concern (HPAC) near the project
area: penaeid shrimp and snapper grouper. HAPCs are subsets of EFH that exhibit one or
more of the following traits: rare, stressed by development, provide important ecological
functions for federally managed species, or are especially vulnerable to anthropogenic (or
human impact) degradation. HAPCs are designated through action by the regional fishery
management councils and do not convey additional restrictions or protections on an area;
they simply focus increased scrutiny, study, or mitigation planning compared to
surrounding areas because they represent high priority areas for conservation,
management, or research and are necessary for healthy ecosystems and sustainable
fisheries. Since the project area is located within HPACs, work will occur during dredging
moratoria to protect the HPACs.
3.4 Managed Fish Species of the Lower Hudson Estuary
The SAFMC/ASMFC/NCMFC managed species potentially within the project area are listed
in Table 4, below.
Table 4: SAFMC/ASMFC/NCMFC Managed Species
4 �
�
vs 'awiung`�`
SpeMI
ggraffvae
enes J vil
Adult'tldpu,,lt�As
Rs'
Atlantic butterfish (Peprilus triacanthus)
X
X
X
X
Atlantic Croaker (Micropogonias undulates)
X
X
American Eel* (Anguilla rostrate)
X
X
Atlantic Menhaden (Breuoortia tyrannus)
X
X
Atlantic sturgeon* (Acipenser oxyrinchus)
X
Black drum (Pogonias cromis)
X
X
Bluefish (Pomatomus saltatrix)
X
X
Kingfishes (southernMenticirrhus
X
X
americanus, GuIfM. littoralis, and northern
-
M. saxiatlis)
Red drum (Sciaenops ocellatus)
X
X
Sand tiger shark (Carcharias taurus)
X
X
X
X
Shad &River Hering (Alosa)
X

EssentialKsh Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NewJersey
Spawning
Species
r Egg
Larvae
- rJuveniles
Adults ,
_Adults "
Snapper grouper
X
X
X
X
Spanish mackerel (Scomberomorus
X
X
X
X
maculatus)
Spinner shark (Carcharhinus brevipinna)
X
X
X
X
Spot (Leiostomus xanthurus)
X
X
X
X
Spotted seatrout(Cynoscion nebulosus)
X
X
X
X
X
Striped bass (Moronesaxatilis)
X
X
X
X
X
Summer flounder (Paralichthys dentatus)
X
X
* = indicates state or federally listed threatened species or At Risk Species
X= indicates potential presence within Study area
Many of the species that are seasonally abundant in the Cape Fear River are transient or
migratory species, moving through the area to upstream spawning grounds, or entering
the area on a seasonal basis from nearby ocean waters. These include estuarine migratory
species that depend on estuaries primarily as a nursery, or as a forage area for juveniles or
adults.
Estuarine species tolerate the naturally wide range and abrupt changes in salinity from
tidal freshwater to marine environments (0.5 to 30 practical salinity unit (psu)). These
species generally begin spawning in late spring and continue throughout most of the
summer, following general onshore and offshore seasonal movement patterns (i.e.,
onshore in spring and summer, offshore to deeper waters in fall and winter).
Previous biological investigations have characterized the seasonal distribution and
composition of the fish community in various habitats and areas in the Cape Fear River.
Most of these species might be expected to occur within the project area; however, a
limited number of species typically dominate the fish community. Most of the species
listed in Table 4 are not considered over -fished by the MAFMC.
4.0 POTENTIAL IMPACTS TO EFH
4.1 South Atlantic Regional Biological Opinion (2020 SARBO)
The 2020 South Atlantic Regional Biological Opinion (2020 SARBO) was prepared for
Dredging and Material Placement Activities in the Southeast United States. Activities
considered include dredging, dredge material placement, geotechnical and geophysical
surveys and monitoring for and handling ESA -listed species encountered. The NMFS
concluded that the proposed action is not likely to jeopardize the continued existence of
10

Essential Fish Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NewJersey
ESA -listed species or result in adverse effects to designated critical habitats.
The 2020 SARBO indicates that USACE determined hydraulic (cutter suction) and
mechanical dredging is not likely to have an adverse effect on Atlantic Sturgeon in the
Carolina District Population Segment (DPS). The NMFS' opinion was that the proposed
action is not likely to jeopardize the continued existence of Atlantic Sturgeon. NMFS does
not believe maintenance dredging disturbances will significantly or permanently reduce
suitable habitat for spawning, foraging, resting and migrations of all individuals.
4.2 Short-term and Long -Term Impacts
Short-term impacts to fish and the EFH community can occur due to noise and turbidity
in the project area. Fish and EFH may be temporarily disturbed by the proposed dredging
activities. However, the fish would move away from the work area during construction, and
return when construction is completed. Shading effects would be minimal, since the
project area has depths that preclude SAV habitat. Dredging may increase turbidity to the
project area during, but implementation of a turbidity curtain will minimize impacts.
In general, the maintained deep waters of the maintenance dredge area will not allow for a
return to a shallow water aquatic bottom habitat, which is typically more biologically
productive. Best Management Practices (BMPs), controlled and monitored effluent, and
the use of a turbidity curtain will minimize pollutants into the water from the proposed
project.
5.o FINDINGS AND CONCLUSIONS
The proposed project water dependent
operating out of their Wilmington Facili
National Gypsum's Wilmington Plant v
not dredged. The berthing area has be
dredged since the 1970s. The propose
required moratoria and implement BM
The project area is typical of estuaries
anadromous fish species. These fish mi
depending on spawning area (estuaril
Relatively few species are year-round re
The proposed project area includes 1
disposal area and the immediately s
these areas. This limited area of pro]
listed in Table 4. However, due to the
expected that the abundance and dis
area are limited.
id is necessary for National Gypsum to continue
so that ships can safely berth and unload gypsum.
not be able to operate in the future if the area is
dredged to -44 MLW in the past and has been
project will be short in duration, adhere to all
to minimize impacts to the environment.
and supports a variety of estuarine, marine, and
,rate in and out of the estuary on a seasonal basis
e vs. marine) and period (winter vs. summer).
;idents in thesewaters.
area of the maintenance dredging and confined
)unding benthic substrate and water column of
�d work has the potential to support the species
itively poor water quality of the project area, it is
ution of fish species in the waters in the project
The project area is located within an! active shipping berth and adjacent to an active

EssentialFish Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NeWersey
navigational channel, which is expected Ito remain in operation for the foreseeable future.
Therefore, significant habitat improvements in the project area over time are not expected.
Impacts to fish and EFH within the project area are expected to be minimal, since present
and future site use will remain the same. Therefore, both the short and long-term effects of
the proposed project on water quality and EFH are negligible when taken in the context of
the surrounding area and the habitat it provides.
6.o GENERAL REFERENCES / CITED LITERATURE
Able, K. W., J. P. Manderson, and A. Studholme. 1999. "Habitat Quality for Shallow Water
Fishes in an Urban Estuary: The Effects of Man -Made Structures on Growth."
Marine Ecology Progress Series, 187: 227-235•
Atlantic States Marine Fisheries Commission. Managed Species. Available:
http://www.asmfc.org/managedSpecies.htm
Beck, M.W., K.L. Heck Jr., K.W. Able, D.L. Childers, D.B. Eggleston, B.M. Gillanders, B.
Halpern, C.G. Hayes, K. Hoshino, T.J. Minello, R.J. Orth, P.F. Sheridan, and M.P.
Weinstein. 2001. "The Identification, Conservation, and Management, of Estuarine
and Marine Nurseries for Fish and Invertebrates." Bioscience.
51(8):633-641.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe.1979. Classification of Wetlands and
Deepwater Habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-
79/31, Washington, D.C.
National Oceanic and Atmospheric Administration (NOAA) Available: https://www.
fisheries.noaa.gov/news/habitat-areas-particular-concern-within-essential-fish-
habitat
National Oceanic and Atmospheric Administration (NOAA) Tides & Currents Data.
Available: https://tidesandcurrents.noaa.gov/physocean.html?id=8658120
National Oceanic and Atmospheric Administration (NOAA) Species Finder. Available:
https://www.fisheries.noaa.gov/find-species
North Carolina Administrative Code (NCAC). Available: 15a NCAC o7h.0208: http://repo
rts.oah.state.nc.us/ncac/title%2015a%20 %2oenvironmental%2oquality/chapter%
2007%20-%2ocoastal%2omanagement/subchapter% 2oh/15a%2oncaC%20 o7h%
20.0208.pdf
North Carolina Department of Environmental Quality (DEQ) Cape Fear River Basin Data.
Available: https://deq.ne.gov/cape-fear-river-basin
North Carolina Department of Environmental Quality (DEQ) Habitat Information.
12

Essential Fish Habitat Technical Report
Urban Engineers
Liberty Landing Marina
Jersey City, Hudson County, NewJersey
Available: http://portal.ncdenr.org/web/mf/habitat/nc-habitat
North Carolina Division of Water Resources. 2017. Ambient Monitoring System Summary
Report, 2010- 2014. Raleigh, North Carolina: North Carolina Department of
Environmental Quality.
North Carolina Division of Marine Fisheries. Available: http://portal.nedenr.org/web/mf/
South Atlantic Fishery Management Coul cil. Fishery Management Council.
Available: https://safmc.net/
U.S. Climate Data Available: https://www.usclimatedata.com/climate/wilmington/north-
carolina/united-states/usnc0760
USGS National Water Information System. Cape Fear River near Wilmington, NC (USGS
0210869o). Available: https://waterdata.usgs.gov/nwis/inventory/?site_nO=
02108690 &agency_cd=USGS
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Table of Contents
1.o Introduction.........................................................................................i
2.0 Project Description & Purpose & Need...............................................I
3.o Action Area .......................... :............................................................... 3
4.o Alternatives.........................:...............................................................4
5.o Threatened, Endangered an,d At Risk Species Effects Analysis ........ 5
6.o Critical Habitats .................. !............................................................... 7
7.0 Conclusions and
.....................................................8
8.o Literature Cited.................................................................................10
Figures
Figure is USGS Project Location
Figure 2: Aerial Project Location
Figure 3: Hydrographic Survey
Appendices
Appendix A: Wetland Delineation Report
Appendix B: Guidelines for Avoiding Impacts to the West Indian Manatee

1.o Introduction
Urban Engineers, Inc. (Urban), on behalf of National Gypsum Company (NGC) prepared
this US Fish and Wildlife Service (USFWS) Biological Assessment (BA) for the proposed
Maintenance Dredging Project at National Gypsum's Wilmington berthing facilitylocated
at 838 Sunnyvale Drive, Wilmington, North Carolina. The proposed project will require a
Section 404/10 permit and a CAMA Major Permit. BAs are required for major
construction activities, which includes maintenance dredging. The purpose of this BA is
to evaluate the potential effects of the proposed project on listed and proposed species
and designated and proposed critical habitat and determine whether any such species or
habitat are likely to be adversely affected by the project.
2.0 Project Description and
The National Gypsum Maintenance D
National Gypsum's Wilmington comr.
water (MLW) (-12,000 cubic yards a
yards of material) in order to continue
Facility (total of—17,000 cubic yards).
confined disposal facility (CDF) locate
approximately 34.176788 N,-77.9635
proposed maintenance dredging area.
Maps and Figure 3 for the Hydrogra,
Section 404/10 permit and a CAMA M
Maintenance dredging water depi
continue their operations in this rep
early 2000s and therefore there is a
the safe passage of ships and to ace,
receive gypsum shipments. If the N
financial implications for National c
proposed dredging is anticipated to
the use of the site.
Maintenance Dredging Methodology
& Need
edging Project includes maintenance dredging at
ercial berth facility to a depth of -36' mean low
material) and -2 feet over dredge (-5,00o cubic
lational Gypsum's operations at their Wilmington
['he dredged material will be disposed at a private
i in Brunswick County (Parcel No. 05900006) at
o W, which is directly across the river from the
Refer to Figures 1 and 2 for the Project Location
hic Survey. The proposed project will require a
.ior Permit.
it and is imperative for National Gypsum to
This area has not been dredged since at least the
ficant need to deepen the berthing area to ensure
odate the ships required for National Gypsum to
ig area is not dredged, this will lead to significant
im and ultimately impact the local economy. The
r in 2021. The proposed dredging will not change
The proposed maintenance dredging Will be performed via hydraulic dredging (cutter
suction dredge) and will consist of a cutter head and a hydraulic booster pump. The cutter
head will be lowered into the sedimentl bed to fluidize the sediment agitation and to draw
the slurry into the suction pipe. The material will then be pumped through a sunken pipe
that extends across the bottom of the Cape Fear River and into the upland CDF. The
dredge material will be discharged at the CDF that will be isolated by an earthen berm. A
backhoe will move the pipe/material around as needed within the CDF during dredging.
Water pumped with the dredge material will be contained in the placement site until the
solids settle out. Once settled, the effluent will drain back to the river in a controlled

manner through the weirs. Both the weir elevation and effluent content will be monitored
to stay within permitted effluent parameters.
Sediment sampling was performed at the proposed dredge area in November 2019. The
results noted wood debris in some of the samples collected. If significant timber debris
are encountered, they will be removed'by mechanical means, using either a backhoe or
clamshell bucket, to allow for continued hydraulic dredging. The debris will then be
placed in a scow and transported to the disposal facility.
Work associated with the proposed project will only take t to 2 months. Specifically, the
maintenance dredging is expected to take approximately 2 weeks to complete; a turbidity
barrier will be implemented around thb dredge. Prior to the maintenance dredging, the
pipe will be strung across the bottom of the river, which will take about 2 days. Some
minor grading and maintenance work is anticipated at the CDF to prepare for the disposal
of the dredge material; this work is anticipated to take approximately 2 to 4 weeks.
Dredged Material Disposal
The dredged material CDF is currently
dredged material CDF is currently owe
anticipates that the dredge disposal wi
primarily in the area previously used
confined on high ground to prevent s
waters. The berm height varies betwe
inlet (northern) side, to 18 feet above A
with the dredged material will be con
out. The terminal end of the pipeline
the dike and the distance between 1
maximized to allow settlement of su
material inflow point, weir elevation,
proper drainage. The disposal proc
regulated to avoid overtopping of the (
The material will be stabilized to k
wetlands. The effluent will drain bac
weir. Effluent will be contained in pipe
vegetation and below the normal high
siltation. A water control structure w..
to assure compliance with water quali
be performed to adhere to water qr
treating effluent, as needed. Durin;
installed around the outfall of the efflr,
wned by Bate, Land and Timber (BLT) Trust. The
d by Bate, Land and Timber (BLT) Trust. Urban
be placed on approximately 25 acres of the CDF,
it dredge disposal. The dredged material will be
11-over of solids into any marsh or surrounding
128 feet above mean high water (MHW) at the
iW at the outlet (southern) side). Water pumped
ined in the placement site until the solids settle
11 be positioned at least 50 feet from any part of
is inflow point and the weir spillways will be
fended solids. During dredging operations, the
nd CDF grading will be maintained to promote
s will be monitored and the flow rate will be
)F berms and prevent excessive ponding.
�p sediments from entering adjacent waters or
to the river in a controlled manner through the
and discharged at a point in the water past visible
rater line to prevent gully erosion and unnecessary
be installed at the intake end of the effluent pipe
standards. Effluent sampling and monitoring will
lity standards, including stopping dredging and
dredging operations, a turbidity curtain will be
nt pipes to further reduce any remaining turbidity.
Timber crane mats will be placed on an approximately 35 feet swath the wetland slopes
past the berms for equipment access Iand pipeline path. The timber crane mats will be

placed on the minimal area of wetland's possible to minimize temporary impacts to the
wetlands.
Site History
National Gypsum's facility was constructed in 1975, at which time the river adjacent to
the berth was dredged to a depth of 35 feet MLW. Maintenance dredging occurred at the
site at regular intervals from 1975 until the early 20oos. The National Gypsum plant was
shut down in early 2oo9 and resumed shipping in 2oi8.
The area where the dredged material will be stored is approximately 25 acres and has
previously been used as a CDF. National Gypsum has utilized this disposal facility for
dredged material disposal as recent as {he 20oos. This site is owned by BLT Trust.
The proposed use of both the maintenance dredge area and the confined disposal facility
will not change due to this project. The proposed dredge area consists primarily of silt
and clay; sand and wood debris is also present in the proposed maintenance dredge area.
3.o Action Area
The project area includes the appr(
National Gypsum's Wilmington fi
Classification "SC") at approximate
Hanover County. National Gypsum
Drive, Wilmington, NC. The dredge4
navigable waters of the United Stag
depths ranging from approximately
dredging and past frequent use of th
located within the project area. Refer
National Gypsum Company unloai
production at the wallboard plant a
located on the east side of SR iloo
property on the west side. The cone;
River terminating on the shipping be.
river. The existing berthing facility e.
River, with a dock extending approxi.
imately 2-acre proposed dredge area located at
lity berth in the Cape Fear River (Stream
Lat: 34.17375 N, Long:-75.957511 W in New
Wilmington facility is located at 838 Sunnyvale
naterial consists of sand, silt, and clay from the
The project area is located in open water with
2 MLW to -37 MLW. Due to past maintenance
area by large ships, submerged vegetation is not
i Figure 3 for the Hydrographic Survey.
gypsum at the shipping berth for wallboard
ss River Road. The manufacturing facilities are
th a conveyor belt crossing the highway to the
continues along a pier extending into Cape Fear
There is a paved access way from SR lioo to the
nds approximately i,68o feet into the Cape Fear
tely 195 feet to the north of the pier.
The CDF is located in Brunswick County (Parcel No. o5900006) at approximately
34.176788 N,-77.963510 W, which is directly across the river from the proposed
maintenance dredging area. The area where the dredged material will be stored is
approximately 25 acres and has previously been used as a dredged material disposal
facility.
The adjacent property land use consists of mixed industrial and commercially developed
properties. National Gypsum is located in a highly industrial area, with adjacent activities
including fuel processing plants and commercial ports; all have commercial docks. The

channel of the Cape Fear River is continually maintained for commercial navigation by
the US Army Corps of Engineers (USACE).
4.o Alternatives
Several alternatives were analyzed for this project, including the no build alternative,
disposal at Eagle Island, agitation dredging, and the preferred alternative (private
confined disposal facility).
4.1 No Build Alternative
In the no -build alternative, the berthing area would not be dredged and National Gypsum
would no longer be able to accept shipments into their Wilmington gypsum plant. This
would lead to National Gypsum shutting down their plant operations in Wilmington,
resulting in a loss of jobs and economic benefits to the City and State.
4.2 Eagle Island Disposal
National Gypsum initially intended on using Disposal Facility Eagle Island for disposal of
dredged material, however USACE requires that the same amount of material is removed
that will be placed in this disposal area. National Gypsum would then have to place the
material in another disposal location. Therefore, this disposal option would just create
another step in the disposal process.
4.3 National Gypsum's
National Gypsum considered disposi
west of River Road. A wetland delini
determine the feasibility of placing
Based on these surveys, wetlands ai
onsite disposal area, significantly de.
In addition, due to the limited spa(
extremely high, making this option n
Site Disposal Alternative
; of the material in the approximately 8.2 acre area
:ion and a tree survey were performed in order to
redge material on National Gypsum's property.
protected trees are located within the proposed
using the available area to place dredge material.
in this area, the dredge material would be piled
feasible.
4.4 Offsite, Upland Disposal Alternative
Offsite disposal facilities were identified. However, the dredge material must be
dewatered before sending it to an offsite upland disposal facility. As discussed above,
based on the wetland delineation and tree survey, there is limited space on National
Gypsum's property to place material for dewatering.

4.5 Agitation Dredging Alternative
Agitation dredging is ideal for shallow dredge depths (-2 feet). Although the majority of
the proposed dredge area is shallow (2 feet or less), there are some areas that are greater
than 2' that are proposed to be dredged for slope stabilization purposes. Since portions of
the proposed dredge area are deeper than 2 feet, this form of dredging is not ideal.
4.6 Private Confined Disposal Facility (Preferred Alternative)
National Gypsum identified a private
County (Parcel No. 05900006) at app:
directly across the river from the pro]
previously been used to store dredge
disposal. Due to the location and availa
National Gypsum and the property ow.
work. Refer to Appendix A for the Well
5.o Threatened, Endangered
Urban identified all of the potential
concern within New Hanover and Bra
database (https://www.fvvs.gov/ralE
below, lists the federal status, the
conditions, and the population trend
i concludes if the species are likely pi
occurring in each county and the exi:
in Table 1 was obtained from: the Na
Wildlife Service databases htt s:
raleigh/es tes.html).
confined disposal facility located in Brunswick
oximately 34-176788 N,-77.963510 W, which is
osed maintenance dredging area. The area has
material and is therefore suitable for dredge
dlity of this CDF, this is the preferred alternative.
.er are working together to make this alternative
.nd Delineation Report.
At Risk Species Effects Analysis
angered and threatened species and species of
rick Counties, based on the US Fish and Wildlife
' species /cn , list/ nc counties.html). Table i,
my where the species is present, the habitat
status of each species. The final column in Table
it in the action area based on the proposed work
conditions of the project area. The information
it Marine Fisheries Service and the US Fish and
.fisheries.noaa.gov/ and https://www.fws.gov/
TABLE is THREATENED & ENDANGERED & SPECIES OF CONCERN
Species Name
Federal
County
Discussion/Habitat Conditions
Population
Likely
Status
Status &
in
Trend
Action
Areas?
American alligator
T
(similar)
NH, B
Threatened due to similar appearance;
not subject to Section 7 consultation
5 M T
NA
American eel
ARS
B
Muddy/silt-bottomed streams, rivers,
<i M lbs T
Y
lakes, coastal waters
Bald eagle
BGPA
NH, B
Near wetlands, coasts, lakes, rivers,
9,700 pairs T
Y
marshes
Black rail
ARS
NH
Marshes and wet meadows
28,000-92,000
N
1
Carolina gopher
ARS
NH, B
Southeastern Coastal Plain, stump
200-300 1
N
frog
holes, root tunnels

Species Name
Federal
County
Discussion/Habitat Conditions
Population
Likely
Status
Status &
in
Trend
Action
Areas?
Carolina pygmy
ARS
B
Ponds, ditches, streams in Coastal
Unk 1
N
sunfish
Plain w/submerged & emergent
aqua c vegetation
Green sea turtle
T
NH, B
Shallow coastal waters w/lush seagrass
85,000-90,000
N
beds, beaches, inshore bays, lagoons
females
Hawksbill sea
E
NH, B
Coastal reefs, rocky areas, estuaries,
<25,000
N
turtle
lagoons
females
Kemp's ridley sea
E
NH, B
Nearshore habitats w/muddy or sandy
bottoms
25,000 T
N
turtle
Leatherback sea
E
NH, B
Coastal areas
34,000-36,00o
N
turtle
I
females 1
Loeeerhead sea
T
NH, B
Coastal
beaches
68,000-90,00o
N
turtle
I
nests/yr
Northern lone-
T
NH
Trees,lcaves
Unk f
N
eared bat
EMM plover
T
NH, B
Coastal
beaches
<B,Soo adults
N
Red -cockaded
E
NH, B
Forests w/trees 60-120 years old for
14,0001
N
woodpecker
roostin
Red knot
T
NH, B
Sandy�'beaches, saltmarshes, lagoons,
r1 M 1
N
mangrove swam s, estuaries and bays
Southern hognose
ARS
NH, B
Dryupland habitat
Unk
N
snake
Waccamaw
T
B
Open ater in Lake Maccamaw
Unk
N
silverside
West Indian
E
NH, B
Coastal areas, estuaries, saltwater bays,
>13,000 T
Y
manatee
canals rivers
Wood stork
T
B
Cypress mangroves and marshy
>12,000 T
Y
woodlands
Magnificent rams-
ARS
NH, B
Submerged vegetation, Greenfield
Unk
N
horn
Lake, Orton Pond, Sand Hill Creek
Pond,IMcKinzie Pond
Rare skipper
ARS
NH, B
Brackish river marshes
Unk
Y
Carolina
ARS
NH, B
Forested
Areas
Unk
Y
bisho weed
Carolina bogmint
ARS
B
Forested
wetlands
27,900 25,200
Y
T
Cooley's
E
NH, B
Circumneutral
soils in grass -sedge
Unk
N
meadowrue
bogs &
wet pine savannas. Fire plow
lines, (roadside
ditches, woodland
clearings
& powerline ROW
Golden sedge
ARS
NH
Sandy, wet soils w/pH between 5.5 and
Unk T
N
7.2. Ecotone between the pine savanna
and adjacent wet hardwood or
hardwood/conifer forest. Partially
shaded savanna/swamp where fires
favor6rbaceous ground layer and
suppress shrub dominance
Harper's
ARS
B
Muddy shores, flatwoods, farm ponds,
Unk
Y
fimbristylis
silty sandbars in blackwater river

Species Name
Federal
County
Discussion/Habitat Conditions
Population
Likely
Status
Status &
in
Trend
Action
Areas?
Purpledisk
ARS
B
Wet pine flatwoods and savannas,
Unk
Y
hone combhead
seepage slopes, bo s wet ditches
Raven's seedbox
E
NH, B
Open, wet, peaty areas (ditches,
Unk
Y
swamps, ponds, bogs)
Rough -leaved
E
NH, B
Ecotones between longleaf pine
Unk
N
loosestrife
uplands & pond pines on moist to
seasonally saturated sands and on
shallow organic soils overlaying sand.
Fire plow lines, roadside ditches,
woodland clearin s & owerline ROW
Seabeach amaranth
ARS
NH, B
Atlantic coastal beaches
50 POP-1
N
Venus' fly -trap
E
NH, B
Bogs and wet savannas, full sun
35,0001
N
Wireleaf dropseed
ARS
B
Moist savannas on flat terrain
30 pop. 1
Y
Thin -wall quillwort
ARS
B
Palustrine, forested wetland
10 sites Unk
N
E: Endangered
T: Threatened
BGPA: Bald and Golden Eagle Protection Act
ARS: At risk species
6.o Critical Habitats
Only two critical habitats were identi
1) piping plover and 2) loggerhead sea
beaches, therefore it is unlikely that ei
area. In addition, based on the mar
neither the piping plover nor loggerh
More details on the information of
constituent elements for each critical
6.1 Piping Plover
NH: New Hanover pop: Populations
B: Brunswick
Unk: Unknown
M: Million
�d within New Hanover and Brunswick counties;
.rtle. Both of these species habitats include coastal
er of these species will be found within the project
in the applicable Federal Register publications,
d sea turtle are present within the project areas.
Lined in the Federal Register and the primary
Lbitat are discussed below.
According to Federal Register Vol. 66, 0.132,JUIY10,2001(https://www.govinfo.gov/
content/ pkg/FR-2001-07-to/pdf/oi- 6go5.pdf), neither the proposed dredging area nor
the proposed dredge disposal area are ilocated in a piping plover designated habitat unit.
Primary constituent elements essential for the conservation of piping plovers are those
habitat components that support foraging, roosting, and sheltering and physical features
necessary for maintaining the natural Orocesses that support these habitat components.
The primary constituent elements include intertidal beaches and flats and associated
dune systems and flats above annual high tide. Important components of intertidal flats
include sand and/or mud flats with no for very sparse emergent vegetation. In some cases,
these flats may be covered or partially covered by a mat of blue-green algae. Adjacent non -
or sparsely vegetated sand, mud, or algal flats above high tide are also important,
especially for roosting piping plovers and are primary constituent elements of piping
plover wintering habitat. Such sites may have debris, detritus, or micro -topographic relief
offering refuge from high winds and cold weather. Important components of the
beach/dune ecosystem include surfcast algae, sparsely vegetated backbeach and salterns,

spits, and washover areas. Washover areas are broad, unvegetated zones, with little or no
topographic relief, that are formed and maintained by the action of hurricanes, storm
surge, or other extreme wave action.
6.2 Loggerhead Sea Turtle
According to Federal Register Vol. 76, No. 132, July 10, 2014 (httl2s://www.govinfo.gov
/content/ pkg/FR-2014-o7-io/pdf/2014-1.748.T)df), neither the proposed dredging area
nor the proposed dredge disposal area are located in a designated critical habitat area for
the loggerhead sea turtle. Primary constituent elements are assigned for neritic and
sargassam habitat. These are detailed in the Federal Register Vol. 76, 132, July 10, 2014.
7.0 Conclusions and
Based on the characteristics of the proposed project location, the following species from
Table i were identified as potentially located within the project area: American Eel, Bald
Eagle, West Indian Manatee, Wood Stork, Rare Skipper, Carolina Bogmint, Carolina
Bishopweed, Harper's Fimbristylis, Purpledisk Honeycombhead, Raven's seedbox,
Wireleaf Dropseed.
The remaining species listed in Table' i are not likely to be located within the either
because they were not identified in the county where the work is occurring or the
proposed work will not occur in the lhabitats associated with the identified species.
Therefore, these species were not analyzed further in this assessment.
7A General Impacts
The maintenance dredge area has been
have been moving through the proje
Gypsum plant was closed between 20,
includes heavy shipping industries and
the project area. General impacts fi
Additional discussion on each of the
Sections 7.2 through 7.5.
Short-term impacts to the project area
area. As a commercial and industrial
disposal area) experiences a wide rang
has the typical noise characteristics a
commercial vessel traffic, and dock sid(
whistles and various motors for pro
trucks, cars, and loading and unload
include sounds wind waves, fish, tidal
not anticipated to significantly raise 1
dredging will only take up to 2 weeks
preparation will take approximately 2
utilized as a shipping berth since 3-975; large ships
:t area since that time. Although the National
i9 and 2o18, this portion of the Cape Fear River
therefore large ships have continued to pass near
)m the proposed project are discussed below,
dentified potential listed species is provided in
can occur due to noise and turbidity in the project
area, the project area (both the dredge area and
of noise from a variety of industrial activities and
a busy harbor. Sources include recreational and
facilities. Noise sources for vessels include cranes,
)ulsion. Dockside noise sources include cranes,
ing equipment. Other sources of ambient noise
currents, and mammals. The proposed project is
he noise levels in the area and the maintenance
; work associated with pipe placements and CDF
0 4 weeks.

i
Species maybe affected by noise from dredges associated with construction activities, but
it will be intermittent and will not occur in any one area for any appreciable period of
time. Due to the mobility of the species identified, they would likely move away from the
source of noise. The maintenance dredging will not restrict movement of species in the
area, and there are ample similar habitats adjacent to the project site where species can
move.
Foraging habitats may also suffer some indirect effects, including temporary increases to
turbidity and sedimentation on foraging habitat within the indirect impact zone for the
project. However, implementation of Best Management Practices (BMPs)/minimization
measures should minimize effects associated with turbidity and sedimentation, and they
are not expected to be any greater than the effects commonly experienced in this area due
to the passage of storms. j
The maintained deep waters of the n
water aquatic bottom habitat. BMPs,
a turbidity curtain will minimize poll
7.2 Fish
The American eel is an "At Risk Spe
American eel are nocturnal species,
eels may be present in the Cape F
proposed dredge times. In addition,
the project occurs in open water, we
Because it is anticipated that the ai
injury from noise is extremely unlik
only be conducted during daylight he
night hours to transit through the n
adversely affect the American eel.
7.3 Birds and Insects
Bald Eagles, Wood Storks, and Rare
adjacent to the dredge disposal area.
are unlikely to impact the nesting or
vegetation is anticipated to be remov
area will not change. In addition, the
project will not likely adversely affect
7.4 Mammals
West Indian Manatee are seasonal ii
occurrences from June to October. To
measures for general construction ha:
Implementation of these measures v
lance dredge area will not allow for shallow
Aled and monitored effluent, and the use of
into the water from the proposed project.
' potentially located within the Cape Fear River.
mining and eating at night. Although American
River, they are typically not active during the
to the mobility of the American eel, and because
act them to move away from noise disturbances.
it will move away, an animal suffering physical
0 occur and is therefore discountable. Work will
therefore, the American eel in the area will have
tenance dredge area. This project will not likely
ippers are found in habitats similar to the area
discussed above, the noise and project activities
;ding patterns of these species. Minimal tree or
as part of the project and the uses of the project
iintenance dredging is a short -tern project. This
Id Eagles, Wood Storks or Rare Skippers.
ibitants of North Carolina, with most reported
otect manatees in North Carolina, precautionary
been prepared by the Fish and Wildlife Service.
allow in -water projects, which do not require

blasting, to proceed without adverse impacts to manatees. The precautionary measures
are attached to this assessment. This project will not likely adversely affect West Indian
Manatees. Refer to Appendix B for the Guidelines for Avoiding Impacts to the West Indian
Manatee.
7.5 Plants
The following "At Risk" plant species are present in habitat with characteristics of the
project area: Carolina Bogmint, Carolina Bishopweed, Harper's Fimbristylis, Purpledisk
Honeycombhead, Raven's seedbox, Wireleaf Dropseed. It is unlikely that any of these
species are present within the project area because they do not grow in open water. In
addition, a wetland delineation was performed for the confined disposal facility on
February 26, 202o and none of these species were identified during the wetland
delineation. Therefore, this project will1likely have no effect on these species.
8.o Literature Cited
Federal Register Vol. 66, No. 132, J
Federal Register Vol. 76, No. 132,
pkg/FR-2014-07-1o/pdf/2014-1574�
US Fish and Wildlife Service Raleigh
West Indian Manatee." Revised June
National Marine
(https://www.fisheries.i
US Army Corps of Engineers and
Regional Biological Opinion for
Southeast United States (2020 SA
US Fish and Wildlife Service E
by County for North Carolina
nc_counties.html).
US Fish and Wildlife Service Section
Assessment (https://www.fws.gov/ir
10, 2001 (https://www.govinfo.gov/content/
10, 2014 (https://www.govinfo.gov/content/
Office. "Guidelines for Avoiding Impacts to the
Service Species Database
of Ocean Energy Management. "South Atlantic
na and Material Placement Activities in the
27, 2020.
and Threatened Species and Species of Concern
(https://www.fws.gov/raleigh/species/cntylist/
dtation Guidance for Preparing a Biological
endangered/section7/ba_guide.html).
10

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Appendix A
Wetland Delineation Report

•
0
Appendix A: Wetland Report
Soil & Environmental
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
satdec.com
To: Urban Engineers, Inc.
Attn: Jennifer Waters
530 Walnut St.
Philadelphia, PA 19106
Re: Wetland Delineation and Stream Evaluation
National Gypsum Site (Dredge Disposal Area)
Wilmington, NC
Consultants, PA
Fhoue: [phone] • Fax: [phone]
March 9, 2020
S&EC Project No.: 13870.W6
Ms. Waters:
On February 26, 2020, S&EC personnel completed the wetland delineation and stream evaluation on the
National Gypsum Property (Dredge Disposal Area) in Wilmington, NC. You will find the attached report
detailing our findings. Maps that further docu ent the wetland and stream related site characteristics are
also attached.
The next step in the wetland and stream verification process is to visit the site with the Army Corps of
Engineers' agent for Brunswick County, as well as a representative from DCM to review the potential
CAMA wetlands onsite. S&EC will schedule this site visit at your request.
As youmoveforward in planning your development, S&EC personnel are available for site plan review
and permit consultation services. Please contact S&EC if you have any questions related to wetland and
stream regulations or if you need clarification of the attached report.
Sincerely,
SOIL & ENVIRONMENTAL
Steven Ball, RF, PWS
Project Manager
Attachments:
1) Wetland Delineation Report
2) USGS site vicinity map
3) NRCS Soil Survey
4) Wetland & Stream Sketch Map
5) Agent Authorization Foml
PA

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Slute 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sendeacom
DETAILED WETLAND DELINEATION FOR THE NATIONAL GYPSUM
SITE (DREDGE DISPOSAL AREA)
On FEBRUARY 26, 2020, S&EC personnel completed a detailed wetland delineation
and stream evaluation on the National Gypsum Site (Dredge Disposal Area) (140 acres). The
site is located on an island directly across the Cape Fear River to the west from 838 Sunnyvale
Dr, Wilmington, NC 28412. Figure I and Figure 2 show the location of the site on a USGS
topographic quadrangle and NRCS County Soil Survey, respectively.
I _
We have determined that wetlands general
the site. The attached wetland sketch map
wetlands identified during our evaluation.
recommendations section below for more
account for the jurisdictional waters observed on
:picts the approximate locations of streams and
ease refer to the sketch map and the results and
ailed information.
SCOPE OF WORK
The detailed wetland delineation consistedlof traversing the property to examine soils;
vegetation, and hydrology across the site in search of areas that meet the criteria for jurisdictional
wetlands as described by the procedures set forth in the Corps ofEneineers Wetlands
LMUCGL11I1 MUILLIM tJa11Ud1Y IYO/ —rLLIM
Areas on the site with positive indicators c
presence of hydrophytic vegetation were f.
flagging. Proof of wetland hydrology wot
channels in the upper 12 inches of the soil
drainage patterns, regional indicators of se
and perennial stream channels, ponds, and
Army Corps of Engineers (USACE) as wa
waters may also be referred to asjurisdicti
jurisdiction of the USACE. It is important
the US and regulated by the USACE under
The results of the detailed wetland
Wetlands and Jurisdictional Waters:
' hydric soils, evidence of wetland hydrology, and
igged with sequentially numbered, orange S&EC logo
d be the existence of hydric soils with oxidized root
lrofile, water borne deposits, drift lines, scour marks,
1 saturation, etc. Surface waters such as intermittent
lakes, which are also subject to regulation by the US'
ers of the US, were also identified. These surface
final waters to indicate that they are within the
to note that wetlands are also classified as waters of
authority of the Clean Water Act (33 USC 1344).
and stream evaluation are discussed below.
We have determined thatjurisdictional waiters (i.e., wetlands) exist on the site. Please refer to
the attached "Wetland Sketch Map" for specific flag numbers and approximate locations.
&@EC Project #: 13870. W6
March 9, 2020

March 9, 2020
S&sEC Project #: 13870.W6
Page 2 of 3
Surface waters on this site flow into the Cape Fear River in which has been classified in
"Classification and NC DWQ Standards Applicable to Surface Waters and Wetlands of North
Carolina" as SC.
Section 404 and CAMA Wetlands
The wetlands onsite were identified as being a Estuarine Woody Wetland and Salt/Brackish
Marsh (CAMA) type as outlined in the publication "NCWAM Manual." This wetland type is
common throughout the estuaries and coastal rivers in North Carolina that contain tidal
influence.
Please note that there are likely CAMA (Coastal Area Management Act) wetlands onsite that are
approximately shown on the attached sketch. A representative from CAMA/DCM will need to
confirm these wetlands.
The site is also likely located within the "Areas of Environmental Concern" (AEC) as designated
by the Coastal Resources Commission. This site will likely contain a 75' buffer from the
Normal High -Water Line of the Cape Fear River (Public Tnrst Waters).
All S&EC flags comprising the wetland and jurisdictional waters delineation should be surveyed
for use in site planning and USACE approval and permitting. Please have the property owner or
contracting buyer complete the attached agent authorization form if you would like S&EC to act
on their behalf for requesting approval of the wetland delineation. This form will also be used in
preparing a permit application for impacts to wetlands or surface waters when we are provided
with a plan showing the proposed impacts. S&EC cannot conduct correspondence with the
USACE unless we have agent authorization (see attached Agent Authorization). This
authorization form must be filled out in its entirety and returned to S&EC (a faxed copy is
acceptable).
Regulations
A general list of regulations that apply to jurisdictional wetlands and waters present on the site
are discussed below. Please be aware that other local, state, and federal regulations not included
in this list may also apply. S&EC personnel are available to discuss these regulations as they
apply to your project.
Wetland Permitting:
The current Nationwide Permits were issued by the USACE on March 18, 2017. The USACE
Wilmington District issued revised Regional Conditions for the 2017 Nationwide Permits. We
recommend you forward a conceptual site plan to.our office for review by one of our permitting
specialists, who can best advise you of the specific permitting needs as you progress through the
planning process.
'"North Carolina Wetland Assessment Method.

March 9, 2020
S&EC Project #: 13870. W6
Pa.-e 3 of 3
Generally, wetland impact permits are issued on a per -project basis as determined by the
USACE. The USACE has determined that impacts on parcels sub -divided from larger tracts are
sometimes considered to be cumulative to existing impacts for the large tract. If this is the case,
then thresholds for notification may not apply to your project and impacts to streamshvetlands
mast be considered in light of existing permits.
Limitations
Our evaluations, conclusions, and recommendations are based on project and site information
available to us at the time of this report and may require modification if there are any changes in
the project or site conditions, or if additional data about the project or site becomes available in
the future. This report is intended for use by Urban Engineers on this project. These findings are
not intended or recommended to be suitable for reuse on extensions of the project or on any other
project. Reuse on extensions of this project or on any other project shall be done only after
written verification or adaptation by SOIL & ENVIRONMENTAL CONSULTANTS, PA, for
the specific purpose intended.
CONCLUSION
The wetland and stream delineation for the National Gypsum Site (Dredge Disposal Area) was
completed by S&EC on February 26, 2020. This site contains jurisdictional streams and wetland
areas that may require preconstruction authorization for impacts, depending on the size and
nature of the impact (i.e. road construction; lot fill, stormwater pond construction, etc.). USACE
and CAMA (DCM) verification of our site;assessment should be obtained. Following
verification meetings with regulatory agencies, the next step in the stream and Wetland
identification and permitting process is to obtain a field survey of our delineation for formal
approval by, the USACE. Upon completing the survey, these site constraints may then be
integrated into planning for property development.

Dam"Tr e_ l i Four th East i
Jetty R�ang.e
Larks d
stand
1
t ^ 1
♦AL -:- .. . - ,., f
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5�
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Project Number: Map Title: N-
13870.W6 0 1,000 2,000
Figure 1 -USES Map
Project Manager. T I 1, t I I I I
National Gypsum Feet
w r_ $B (Dredge DlsposalArea)
?tale: 1 0 1000' New Hanover County, NC
Date: Source: Soil :& Environmental Consultants, PA
n,)rnoronon 2019 NC Wilmington Quad
a.n(a+wnw:..w'. in�,�iuu. n� mn.e.+m•r,.:pol

Soil & ]Environmental Consultants, PA
8419 Falls of Neese Road, Suite 104, Raleigh, NC 27615 • Phone [phone] • Fas: (919) W-9J67
smtdcc.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: J • 6VP641"q iS 454( {4Utrk, S&EC Project#/�ii %d
Date: -Yi`zo
The Department of the Army
U.S. Army Corps of Engineers, Wilmington
69 Darlington Avenue
Wilmington, NC 28403
Attn: 4M6k1errField Office: _
I, the undersigned, a duly authorized own
herein, do authorize representatives of thi
(Corps) and Soil & Environmental Consult
property herein described for the purpose
determination associated with Waters of t
404 of the Clean Water Act and/or Sectior
document also authorizes S&EC,,as my ag
necessary for the processing, issuance ani
all associated standard and special conditi
correspondence concerning the agent for
NOTICE: This authorization, for liability
government officials to enter the proper
S&EC to arrange a site meeting prior to
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 31
Site Address: 12
City, County, State: S(
PROPERTY OWNER INFORMATION:
Name: BLT TruE
Mailing Address: _
Telephone Number:
(please print)
A
We hereby certify the above information
the best of our knowledge.
r of record of the property/properties identified
Wilmington District, U.S. Army Corps of Engineers
its, PA (S&EC) staff, as my agent, to enter upon the
)f conducting on -site investigations and issuing a
e U.S. subject to Federal jurisdiction under Section
10 of the Rivers and Harbors Act of 1899. This
nt, to act on my behalf and take all actions
acceptance of a permit or certification and any and
ns.This notification supersedes any previous
lis project.
professional courtesy reasons, is valid only for
ten accompanied by S&EC staff. You should call
iq the site.
:Yhbc
Date
Ot'!S1%-G r�faOC-ca<7o✓IS�Q,yi�crµ,r-o(t�• I,
P11ant: ylo L•'-170 —j 9 � � nlu��e,rar) rrPc� oor71
,mitted in this application is true and accurate to�j

U.S. Army Corps of Engineers OMB Control g: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET— Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: National Gypsum (Disposal Area) City/County: Wilmington/Brunswick Sampling Date: 02/26/2020
Applicant/Owner: BLT Trust (Mark Sanders) State: NC Sampling Point: DP1
Investigator(s): S&EC - Steven Ball & Joshua Harvey Section, Township, Range: NA
Landform (hillside, terrace, etc.): none Local relief (concave, convex, none): none Slope (%): 0
Subregion (LRR or MLRA): LRR T, MLRA 153A Let: 34.176772 Lang:-77.962325 Datum: NAD 1983
Soil Map Unit Name: N/A NWI classification: PEM5Rd
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.)
Are Vegetation , Soil _, or Hydrology _significantly disturbed? Are "Normal Circumstances' present? Yes x No_
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No _ Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No_
Welland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that ao 1v)
_Surface Soil Cracks (86)
_Surface Water (At) _Aquatic
Fauna 5813)
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
Deposits (IBIS) (LRR U)
Patterns (B10)
—Marl
x Saturation (A3) —Hydrogen
Sulfide Odor (C1)
—Drainage
—Moss Trim Lines (B16)
Marks (Bt)
RhizoslIp�heres on Living Roots (C3)
Dry -Season Water Table (C2)
—Water _Oxidized
_Sediment Deposits (B2) _Presence
of Repuced Iron (C4)
_
_Crayfish Burrows (C8)
Deposits (B3)
Iron Reduction in Tilled Soils (C6)
Visible on Aerial Imagery (C9)
_Drift _Recent
Mat or Crust (84)
Muck Surface (C7)
_Saturation
x Geomorphic Position (D2)
_Algal _Thin
_Iron Deposits (135) _Other
(Explain in Remarks)
_ Shallow Aquitard (D3)
—inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test IDS)
x Water -Stained Leaves (B9)
_Sphagnum Moss (08) (LRR T, U)
Field Observations:
Surface Water Present? Yes_ No
x Depth
inches):
Water Table Present? Yes x No
Depth
(inches): 0
Saturation Present? Yes x No
_ Depth
(inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe
Describe Recorded Data (stream gauge, monitoring well, aerial photos,
previous inspections), if available:
Remarks:
ENG FORM 6116-2SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DPI
Absolute Dominant
Indicator
1 Tree Stratum (Plot size: 30'r )
% Cover Species?
Status
Dominance Test worksheet:
" 1. Ulmus amedcana
10 Yes
FAC
Number of Dominant Species
2. Chamaecyparis thyoides
10 Yes
OBL
That Are OBL, FACW, or FAC: 5 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 83.3% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
20 =Total Cover
OBL species 40 x 1 = 40
50% of total cover:
10 20% of total cover:
4
FACW species 0 x 2 = 0
Sapling/Shrub Stratum (Plot size: 15'r
)
FAC species 40 x 3 = 120
1. Morelia cerifera
20 Yes
FAC
FACU species 20 x 4 = 80
2. Ligustrum sinense
10 1 Yes
FAC
UPL species 0 x 5 = 0
3. Quercus virginiana
20 Yes
FACU
Column Totals: 100 (A) 240 (B)
4.
Prevalence Index = B/A = 2.40
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
X 3 - Prevalence Index is 53.0'
50-IITotal Cover
_Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
25 20% bf total cover:
10
Herb Stratum (Plot size: 5'r )
1. Scirpus cemuus
30 Yes
OBL
'Indicators of hydric soil and wetland hydrology must bx
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5•
more in diameter at breast height (DBH), regardless of
6.
height.
7.
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
9.
10.
Herb -All herbaceous (non -woody) plants, regardless
11 •
of size, and woody plants less than 3.28 ft tall.
12.
30 =Total Cover
Woody Vine -All woody vines greater than 3.28 ft in
50% of total cover:
15 20% of total cover:
6
height.
Woody Vine Stratum (Plot size: 30'r )
1.
2.
3.
4.
5.
Hydrophytic
Total Cover
Vegetation
50% of total cover:
20%I of total cover:
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116.2SG, JUL 2018 1 Atlantic and Gulf Coastal Plain - Version 2.0

6Y9]L
Sampling Point: DPI
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0-4 10YR 2/1 100
4-16 10YR 3/2 90 10YR4/6
Sandy
10 C M Sandy
Prominent redox concentrations
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils':
Histosol (At)
_Thin Dark Surface (S9) (LRR S, T, U)
1 cm Muck (A9) (LRR O)
_ Hisfic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_2 cm Muck (Al0) (LRR S)
—Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4)
—Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5)
_Loamy Gleyed Matrix (F2)
_Reduced Verlic (1718)
_Organic Bodies (A6) (LRR P, T. U)
_Depleted Matrix (F3)
(outside MLRA 150A, 1508)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_Redox Dark Surface (F6)
—Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (AS) (LRR U)
_Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (AS) (LRR P, T)
_Redox Depressions (F8)
(MLRA 153B)
Depleted Below Dark Surface (At 1)
(F10) (LRR U)
Red Parent Material (1721)
_
_Thick Dark Surface (Al2)
_Marl
_ Depleted Ochric (F11) (MLRA 151)
_
_ Very Shallow Dark Surface (F22)
Prairie Redox (Al 6) (MLRA 150A)_
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
—Coast
_Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (1713) (LRR P, T, U)
_ Barrier Islands Low Chrome Matrix (TS7)
—Sandy Gleyed Matrix (S4)
—Delta Ochric (FA7) (MLRA 151)
(MLRA 1538, 153D)
X Sandy Redox (S5)
Reduced Verticll (F18) (MLRA 150A, 150B)
(Explain in Remarks)
Matrix (S6)
_
Piedmont Floodplain Soils (F19) (MLRA 149A)
—Other
_Stripped
Surface (S7) (LRR P, S, T, U)
_
Bright Floodplain Soils (F20)
_Dark
Polyvalue Below Surface (S8)
_Anomalous
(MLRA 149A, 153C, 153D)
31ndicators of hydrophytic vegetation and
(LRR S, T, U)
_ Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138,
152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes_ No_
Remarks:
ENG FORM 6116.2SG, JUL 2018 1 Atlantic and Gulf Coastal Plain — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET - Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
► Project/Site: National Gypsum (Disposal Area) City/County: Wilmington/Brunswick Sampling Date: 02/26/2020
Applicant/Omer.. BLT Trust (Mark Sanders) State: NC Sampling Point: DP2
Investigator(s): S&EC - Steven Ball & Joshua Harvey Section, Township, Range: NA
Landform (hillside, terrace, etc.): none Loral relief (concave, convex, none): none Slope (%): 0
Subregion (LRR or MLRA): LRR T, MLRA 153A Let: 34.175139 Long:-77.963119 Datum: NAD 1983
Soil Map Unit Name: N/A NWI classification: PSS1Sd
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No _ (If no, explain in Remarks.)
Are Vegetation _, Soil _, or Hydrology _significantly disturbed? Are "Normal Circumstances' present? Yes x No_
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS -Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes_ No X within a Wetland? Yes_ No X
Wetland Hydrology Present? Yes_ No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two recuiredl
Primary Indicators (minimum of one is recuired: check all that aooly)
_Surface Soil Cracks (B6)
_Surface Water (Al) _Aquatic
Fauna (613)
_Sparsely Vegetated Concave Surface (138)
Water Table (A2)
Deposits (B15) (LRR U)
Patterns (B10)
_High _Marl
(A3)
Hydrogen Sulfide Odor (Cl)
_Drainage
Moss Trim Lines (B16)
_Saturation _
_Water Marks (Bt) _Oxidized
RhizosIpheres on Living Roots (C3)
_
_Dry -Season Water Table (C2)
Sediment Deposits (B2) _Presence
of Reduced Iron (C4)
_Crayfish Burrows (C8)
Drift Deposits (B3) —Recent
—
Iron Re',jfuction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
Mat or Crust (134)
Muck Surface (C7)
Position (D2)
_Algal _Thin
_ Iron Deposits (135) _
Other (Explain in Remarks)
_Geomorphic
_Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (B7)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
_Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes_ No
x Depth
inches):
Water Table Present? Yes_ No
x Depth
Sinches):
Saturation Present? Yes_ No
__x_ Depth
(inches):
Wetland Hydrology Present? Yes_ No_
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos,
previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 1 Atlantic and Gulf Coastal Plain - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
sampling Point: DP2
Absolute 'Dominant
Indicator
Tree Stratum (Plot size: 30'r )
% Cover Species?
Status
Dominance Test worksheet:
1. Populus deltoides
30 Yes
FAC
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 4 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 4 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
30 =Total Cover
OBL species 20 x 1 = 20
50% of total cover:
15 20% of total cover:
6
FACW species 0 x 2 = 0
Saolino/Shrub Stratum (Plot size: 15'r
)
FAC species 70 x 3 = 210
1. Populus de/toides
30 1 Yes
FAC
FACU species 0 x 4 = 0
2. Chamaecyparis thyoides
20 Yes
OBL
UPL species 0 x 5 = 0
3.
Column Totals: 90 (A) 230 (B)
4.
Prevalence Index = B/A = 2.56
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
- Prevalence Index is :53.0'
50 ITotal Cover
_3
_Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
25 20% of total cover.
10
Herb Stratum (Plot size: 5'r )
1. Andropogon virginicus
10 Yes
FAC
'Indicators of hyddc soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub- Woody plants, excluding vines, less
8'
than 3 in. DBH and greater than 3.28 It (1 m) tall.
9.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 8 tall.
12.
10 Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
5 20% of total cover:
2
height.
Woody Vine Stratum (Plot size: 30'r )
1.
2.
3.
4.
5.
rTotal Cover
50% of total cover: 20%l of total cover:
Remarks: (If observed, list morphological adaptations below.)
Hydrophytic
Vegetation
Present? Yes X No
ENG FORM 6116.2SG, JUL 2018
Atlantic and Gulf Coastal Plain - Version 2.0

SOIL
Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc' Texture Remarks
0-16 2.5Y 6/4 100
Sandy
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils':
_ Histosol (At)
_Thin Dark Surtaice (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
Hislic Epipedon (A2)
-Barrier Islands 1 cm Muck (S12)
cm Muck (A10) (LRR S)
_
—Black Histic (A3)
(MLRA 153Bi 153D)
_2
_Coast Pmide Redox (At 6)
Hydrogen Sulfide (A4)
_Loamy Mucky lylineral (Ft) (LRR O)
(outside MLRA 150A)
Layers (A5)
Gleyed atdx (F2)
Vertic (F18)
_Stratified
Bodies (A6) (LRR P, T, U)
_Loamy
Matrix (F3)
_Reduced
(outside MLRA 150A, 150B)
_Organic
_5 cm Mucky Mineral (A7) (LRR P, T, U)
_Depleted
_Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
Muck Presence (A8) (LRR U) _
Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _
Redox Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (All)
_Marl (F10) (LRR U)
_Red Parent Material (F21)
Dark Surface (Al2)
Ochric
(F11) (MLRA 151)
Shallow Dark Surface (F22)
_Thick
i� _Coast Prairie Redox (A16) (MLRA 150A)_
_Depleted
Iron-Manganes�
Masses (F12) (LRR O, P, T)
_Very
(outside MLRA 138, 152A In FL, 154)
_Sandy Mucky Mineral (St) (LRR O, S)
Umbric Surface
(F13) (LRR P, T, U)
_ Barrier Islands Low Chrome Matrix (TS7)
_Sandy Gleyed Matrix (S4) _
Della Ochric (FA7) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5) _
Reduced Verticl (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
Matrix (S6)
Piedmont Floodplain Soils (F19) (MLRA 149A)
_Stripped _
Dark Surface (S7) (LRR P, S, T, U)
8dght Floodplain Soils (F20)
_ _Anomalous
Polyvalue Below Surface (S8)
(MLRA 149A,
153C, 153D)
'Indicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow
rk Surface (F22)
wetland hydrology must be present,
(MLRA 138,
52A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes No X
ENG FORM 6116.2SG, JUL 2018
Atlantic and Gulf Coastal Plain — Version 2.0

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Appendix B: Guidelines for Avoiding Impacts to the West Indian Manatee
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally -listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish land Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet Ion
individuals have been recorded at ler
3,500 pounds. Manatees are commol
including shallow coastal bays, lagoi
extremes. Manatees spend much of
them difficult to detect even in shallov
the United States is Florida, the sp(
Carolina with most occurrences repo
and weigh about 2,200 pounds, although some
hs greater than 13 feet and weighing as much as
found in fresh, brackish, or marine water habitats,
s, estuaries, and inland rivers of varying salinity
eir time underwater or partly submerged, making
✓ater. While the manatee's principal stronghold in
es is considered a seasonal inhabitant of North
id from June through October.
To protect manatees in North Carolina, the Service's Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in -water projects which do not require blasting
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act, will expedite the Service's review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present)n the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in sshallow, water. All construction personnel will be
informed that they are responsible for observing water -related activities for the presence
of manatees.
2. The project manager and/or the contractor will advise all construction personnel that

there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered mana
months, primarily from June throul
this vessel in shallow water during t
if a manatee comes within 50 feet c
with and/or injury to the manatee m
Wildlife Service (919-856-4520 e:
(252.728.8762), and the North
(252.448.1546).
6. The contractor will maintain a
manatees during project activities. l
prepare a report which summarizes
the report to the Service's Raleigh I
may occur in these waters during the warmer
October. Idle speed is required if operating
.se months. All equipment must be shutdown
the vessel or operating equipment. A collision
;t be reported immediately to the U.S. Fish and
16), the National Marine Fisheries Service
Carolina Wildlife Resources Commission
1 detailing sightings, collisions, and/or injuries to
n completion of the action, the project manager will
information on manatees encountered and submit
d Office.
7. All vessels associated with the construction project will operate at "no wake/idle" speeds
at all times while in water where thedraft of the vessel provides less than a four foot
clearance from the bottom. All vessel will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangled. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520

I
Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered,, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.

Q
14k
North Carolina Department of Environmental Quality
Division of Coastal Management
Major Permit Application
m
Section lS—Sediment Sampling
J�
uRean■
CAMA MAJOR PERMIT APPLICATION
SECTION 15 - SEDIMENT SAMPLING
Tier II sediment sampling was performed in the proposed maintenance dredge area in November
2019 by Terracon Consultants, Inc. Sampling was performed in accordance with the USACE
Sediment Testing Guidelines for Dredged Material Proposed for Disposal in Federal Project
Disposal Areas by Applicants (May 12009). Sediment samples were also analyzed for CFR 258
Appendix I volatile organic compounds and metals. The results of the analytical testing indicated
detections of arsenic, cobalt and mercury about screening levels. Refer to attached Tier II Sediment
Sampling Report for the results.
On January 8, 2020 and May 4, 2020; Urban received confirmation from the NCDEQ Solid Waste
Section that the dredged material may be transported to a designated CDF (refer to the attached
emails from Ervin Lane, Hydrogeologist from the NCDEQ Solid Waste Section).

•
•
Tier II Sediment Sampling Report
National Gypsum Company
838 Sunnyvale Drive
Wilmington, New Hanover County, North Carolina
i
December 31, 2019
Terracon Project No. ES197346
Prepared for:
Urban Engineers, Inc.
Philadelphia, Pennsylvania
Prepared by:
Terracon Consultants, Inc.
Savannah, Georgia
A

Irerracon
December 31, 2019
Urban Engineers, Inc.
530 Walnut Street
Philidelphia, Pennsylvania 19106
Attn: Ms. Jennifer Waters, PE
E: [e-mail]
Re: Tier II Sediment Sampling Report
National Gypsum Company
838 Sunnyvale Drive
Wilmington, New Hanover County, North Carolina
Terracon Project No. ES197346
Dear Ms. Waters:
Terracon Consultants, Inc. (Terracon) is pleased to submit the following Tier 11 Sediment Sampling
Report for the above -referenced project' This report includes a description of our sampling
methods, analytical test methods, test results, data evaluation, and our conclusions and
recommendations.
We appreciate the opportunity to be of service on this project. If you have any questions concerning
this report, or if we may be of further service, please contact us.
Sincerely,
Terracon Consultants, Inc.
Leah Moore, EIT Stewart A. Dixon, PG
Senior Staff Environmental Engineer Principal / Environmental Department Manager
Terracon Consultants, Inc. 2201 Rowland Avenue Savannah, Georgia 31404
P [phone] F [phone] terracon.com/savannah

TABLE OF CONTENTS
Section
Page No.
1.0 INTRODUCTION.............................................................................................................1
1.1 Site Description....................................................................................................1
1.2 Project Description...............................................................................................2
1.3 Scope of Work.....................................................................................................2
1.4 Standard of Care..................................................................................................3
1.5 Additional Scope Limitations................................................................................3
1.6 Reliance...............................................................................................................3
2.0 FIELD SAMPLING AND LABORATORY METHODS.....................................................4
2.1 Sediment Sampling.............................................................................................4
2.2 Equipment DecontaminatioIn................................................................................5
2.3 Sample Processing and Ar)alysis.........................................................................6
2.4 Deviations and Difficulties Encountered...............................................................7
3.0 LABORATORY TEST I
RESULTS ND DISCUSSION....................................................8
3.1 Sediment Physical Characeristics....................................................................8
...teristics
3.2 Sediment Chemical Characteristics ......................................................................9
4.0 CONCLUSIONS AND RECOMMHNDATIONS.............................................................10
TABLES
Table 1 Sediment Sample IDs and GP�S Coordinates
Table 2 Laboratory Analyses and Associated EPA Methods Performed
Table 3 Sediment Core Recoveries anr� Notes
Table 4 Sediment Sand / Silt / Clay Fractions
Table 5 Sediment Sample Detections
APPENDICES
APPENDIX A Figure 1 - Topographic) Map
Figure 2 - Site Diagram)
Figure 3 - Sample Loc9tion Map
APPENDIX B Field Sampling Documentation Notes
APPENDIX C Sediment Physical La )oratory Reports
APPENDIX D Sediment Analytical Laboratory Reports
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TIER II SEDIMENT SAMPLING REPORT
National Gypsum Company
838 Sunnyvale Drive
Wilmington, New Hanover County, North Carolina
Terracon Project No. ES197346
December 31, 2019
1.0 INTRODUCTION
Terracon understands Urban Engineers, Inc. (the Client) is assisting the Wilmington, North
Carolina National Gypsum Company (NGC)facility in performing pre -dredging sediment sampling
and analysis in support of the facility's proposed maintenance dredging project. The project
includes dredging existing sediments along the facility's berth to a depth of -36 feet Mean Low
Water (MLW) plus 2-feet of overdredge (-38 feet MLW).
Approximately 17,000-cubic yards (based on October 2018 bathymetric data) of sediments are
anticipated to be dredged and disposed of in a confined disposal facility (CDF). The final disposal
facility has yet to be determined but will be either a privately -owned CDF directly across Cape
Fear River from the NGC berth or the United States Army Corps of Engineers (USAGE) -owned
Eagle Island CDF located upriver of the berth.
As part of the dredge permitting activities, Tier II sediment sampling, analysis, and evaluation was
conducted on the proposed material to be dredged and disposed of in an off -site CDF. Five (5)
sediment samples were collected from representative locations within the project's dredge
footprint to characterize the physical and chemical qualities of the marine sediments to be
dredged.
1.1 Site Description
Site,Name� „°', NationahGypsum' Company *
Berth at 838 Sunnyvale Drive within the Cape Fear River
Site Location/Address GPS coordinates: 34.17340,-77.95730;
Wilminaton. New Hanover Countv. North Carolina
Site Improvements The subject site consists of previously dredged open water between the
existing NGC berth and the Cape Fear River channel line.
The subject site is located within the Cape Fear River adjacent to the NGC Wilmington, North
Carolina facility addressed as 838 Sunnyvale Drive. The site location and area topography are
depicted on Figure 1 of Appendix A as a reproduced from portion of the 2019 Wilmington, North
Responsive ■ Resourceful ■ Reliable 1

Tier II Sediment Sampling Report 1 ��rracon
National Gypsum Company ■ Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
Carolina U.S. Geologic Survey (USGS) 7.5-minute series topographic quadrangle map. An aerial
view of the site, surrounding area, and potential CDFs for the project are shown on Figure 2.
1.2 Project Description
The subject site consists of an approximate 2.0-acre area of previously dredged open water
between the existing NGC berth and the Cape Fear River channel line in Wilmington, New
Hanover County, North Carolina. The project consists of dredging approximately 17,000-cubic
yards of existing material to maintain a dredge depth of -36 feet MLW, plus 2-feet of overdredge
(-38 feet MLW).
1.3 Scope of Work
Terracon completed a Tier II marine sediment investigation for the NGC maintenance dredging
project located on the Cape Fear River it Wilmington, North Carolina. In accordance with the
October 2019 Marine Sediment SamplingWork Plan (Work Plan) provided by the Client, five (5)
sediment samples were collected for the Investigation. The sediment samples were collected to a
depth of -38 feet MLW, as able, as specified in the Work Plan.
The purpose of the study was to characterize the physical and chemical qualities of the marine
sediments within the proposed dredge limits by the following:
Collection of sediment samples that adequately characterize the project's dredged
materials.
Analysis of the dredged material
information to determine if the se
Documentation of the field s
sediments and quality control
s chemically and physically in order to provide
are contaminated.
and results of physical and chemical analyses of
Table 1 on the following page lists the sample IDs, sample information, and Global Positioning
System (GPS) coordinates for the sediment samples collected. Figure 3 in Appendix A illustrates
the sample locations for the investigation.
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Tier II Sediment Sampling Report
National Gypsum Company a Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
Table 1: Sediment Sample IDs and GPS Coordinates
lrerracon
Sample ID
I
Latitude
Longitude
Sediment Thickness to '
Project. Depth
(feet) !
D-1
34.1728610
-77.9575450
12.0
D-2
34.1733430
-77.9573420
18.1
D-3
34.1739010
-77.9573780
5.80
D-4
34.1745970
I
-77.957242'
7.30
D-5
34.1751490
-77.9572280
5.20
1.4 Standard of Care
Terracon's services were performed in a
the profession undertaken in similar stud
period. Terracon makes no warrantie
conclusions, or recommendations. Pie
laboratories, regulatory agencies, or c
preparation of the report. These dre
accordance with the scope of work agi
PES197346, dated October 24, 2019, al
2019.
1.5 Additional Scope Lim
Findings, conclusions, and recommenc
information derived from the on -site act
work; such information is subject to ch
those encountered at specific borings or
or exploratory services. The data, interF
solely upon data obtained at the time an
1.6 Reliance
anner consistent with generally accepted practices of
in the same geographical area during the same time
either express or implied, regarding the findings,
note that Terracon does not warrant the work of
Dr third parties supplying information used in the
le sediment analysis services were performed in
d upon and as reflected in Terracon Proposal No.
as outlined in the Client's Work Plan, dated October
itions resulting from these services are based upon
ties and other services performed under this scope of
ige over time. Subsurface conditions may vary from
uring other surveys, tests, assessments, investigations
stations, findings, and our recommendations are based
within the scope of these services.
This report has been prepared for the exclusive use of NGC and Urban Engineers, Inc. (the
Client). Any authorization for use or reliance by any other party (except a governmental entity
having jurisdiction over the site) is prohibited without the express written authorization of the Client
and Terracon. Any unauthorized distributlion or reuse is at the Client's sole risk. Notwithstanding
the foregoing, reliance by authorized parties will be subject to the terms, conditions, and
Responsive ■ Resourceful ■ Reliable
3

Tier II Sediment Sampling Report I 1 ��rraeon
National Gypsum Company ■ Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
limitations stated in the proposal and the Consultant Agreement between Urban Engineers, Inc.
and Terracon, dated November 7, 2019.
2.0 FIELD SAMPLING AND LABORATORY METHODS
On November 8, 2019, Terracon and Athena Technologies, Inc. (Athena) mobilized and
conducted the sediment sampling investigation at the NGC berth in the Cape Fear River. A total
of five (5) sediment samples, D-1 through D-5, were collected from the existing mud line to -38
feet MLW for physical and analytical testing in accordance with the project's October 2019 Work
Plan.
Laboratory analyses were completed on the sediment samples as described in the October 2019
Work Plan. Field collection activities and analytical laboratory methods were conducted in general
accordance with the USACE Sediment Testing Guidelines for Dredged Material Proposed for
Disposal in Federal Project Disposal Area Is by Applicants, dated May 2009.
2.1 Sediment Sampling
Sediment samples were collected in ge
SESDPROC-200-R3, Sediment Samplin
sediment cores using a vibracore sampl
sediment for sample retrieval from the d
Artemis. A handheld, sub -meter accurate
(DGPS) unit interfaced with HYPACK was
sediment sample stations. Once on sta
immobilized using a triple point anchors)
the sample station were checked against
sample depths were determined by uti
accurate to ± 2 centimeters (cm) interface
era] accordance with EPA Operating Procedure No.
(August 21, 2014). Terracon collected the marine
ig system to push sediment sampling tubes into the
!ck of the Athena Technologies' research vessel RN
Trimble GeoX7 Differential Global Positioning System
itilized to navigate the vessel to the desired pre -plotted
on, the sample location was marked, and the vessel
stem. With the vessel immobilized, the coordinates at
he desired sample location. Sediment elevations and
zing a Global Navigation Satellite System (GNSS)
] with the North Carolina Real Time Network.
The marine sediment cores were collected using a hydraulic vibracore system utilizing a 3-inch
diameter, decontaminated, stainless -steel, sample barrel capable of collecting core samples up to
20-feet long. The sample barrel was advanced into the sediment at each location until the desired
sample depth of -38 feet MLW was reached, unless refusal was encountered first. As discussed
in Section 2.4, two (2) to three (3) cores were advanced at each sample location (with the
exception of D-3) due to refusal and/or recovery issues. In most locations, desired penetration
depths would be reached; however, recovery was limited due to the presence of wood and/or
rock debris within the sediments. The sample barrel was decontaminated (see Section 2.2)
between each sample location as necessary. Copies of the field notes recorded during the
sediment sampling activities are provided in Appendix B.
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Tier II Sediment Sampling Report 11'erracon
National Gypsum Company ■ Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
Approximately five (5) gallons of sediment were collected from each of the sediment sampling
locations to be used for physical and analytical analysis. The collected sediment from each
sample location was placed into a decontaminated stainless -steel bowl and mixed thoroughly with
a stainless -steel spoon until a relatively uniform composite was achieved. The appropriate
laboratory -supplied sample jars were then filled and immediately placed on ice in an insulated
cooler.
2.2 Equipment Decontamination
During sample collection procedures and handling of sampling equipment, all personnel wore
nitrile gloves in order to prevent sample contamination. Gloves were changed in between
sediment sampling locations. Non -dedicated sampling equipment, such as the core barrel, was
decontaminated before and after sample collection to avoid cross contamination using a series of
washes and rinses designed to remove sediment residues that could interfere with analysis of the
samples collected with that equipment or cause false positives to be reported by the contract
laboratory. The decontamination area was set up separately from the sampling area on the vessel
in order to isolate these activities.
The following steps were followed to decontaminate equipment intended for collection of samples
that were to be analyzed for both organic and inorganic contaminants:
• Wash and scrub equipment with a non -phosphoric, laboratory grade detergent and water,
• Rinse with tap water,
• Rinse with distilled or deionized water,
• Rinse with 10% nitric acid,
• Rinse with distilled or deionized water,
• Rinse with methanol,
• Rinse with distilled or deionized water,
• Allow to air dry in an area not adjacent to decontamination area, and
• Wrap sampling equipment with aluminum foil after decontamination, to remain wrapped
until next sample collection.
Nitric acid and methanol rinse wastes were containerized in separate five (5) gallon buckets on -
site. The buckets were then delivered to a local contract laboratory for proper handling and
disposal as non -hazardous waste.
Responsive ■ Resourceful ■ Reliable 5

Tier II Sediment Sampling Report
National Gypsum Company v Wilmington, New Hanover County, North Carolina
December 31, 2019 n Terracon Project No. ES197346
2.3 Sample Processing and Analysis
1rerracon
Immediately upon collection and homogenization, the sediment samples to be analyzed by the
laboratory were placed into pre -labeled,, pre -cleaned, airtight containers of the appropriate
material as obtained from Pace Analytical Services, LLC (Pace) out of Huntersville, North
Carolina. After sealing the containers, tamper -proof, field labeled seals were placed on each
container. All sample containers were labeled accurately and filled out entirely with the following
label information consistent with that provided on the chain of custody form:
• Project
• Sample ID
• Sample Media
• Date & time of collection
• Name of collector
• Sample preservation used
• Type of analysis
• Lab number
Preservation steps were taken immedial
sealed, all samples were containerized a
dark at 4°C between collection and proc
activities, all sediment samples were di
properly packaged for shipment to Pace
Table 2 below describes the laboratory
as detailed in the October 2019 Work P
Table 2: Laboratory Analyses and
ly following the collection of the samples. After being
d placed on ice in insulated coolers to be stored in the
3sing. Subsequent to completion of the field sampling
ivered by hand to Terracon's Savannah Office to be
i Huntersville, North Carolina.
performed on the submitted sediment samples
EPA Methods Performed
a
r` L borafojy
1:" Sample ;
Laboratory -EPA
Sample ID
Matnx
-
Laboratory Analysis
a� MetKdd:,l
Project -Specific Volatiles
SM 8260D
D-1
Poly
----- ----------------------- --------------------------------
iuclear Aromatic Hydrocarbons (PAHs)
--------- --- -------- ----- ------
SM 8270E
D_2
------...-----...---------------------------------------
Project -Specific Metals
-----------.
SM 6010D
D-3
Sediment
--
Mercury
SM 7471B
D-4
--
- —---------
Oil and Grease
----------- -..-------------..--..-----
SM 9071B
D-5
0rganochIorinePesticides
SW8468081B
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Tier II Sediment Sampling Report
National Gypsum Company a Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
lrerracon
Laboratory
6ample.lD
Sample,,
Matrix .
_ r f Laboratory Analysis °g
Laboratory EPA.
�_
Method.,=
D-1
MADEP EPH
MADEP EPH
D_2
--------.---........... .......... ....... ..... ................._................ .._.------ .-......
MADEPVPH
... .......... .... ..... ................ -..-.....
MADEPVPH
D-3
Sediment
---...-...-----:...-...------------------ -_--...--------------------------------------- ----.....-------------------
Total Organic Carbon (TOC)
SM 9060A
D-4
--._- --------------- .-----------------.....----- --- ..---- -..........-------- ....---.---- .....--------------------------------
_........
D-5
Percent Moisture
ASTM D2974-87
Sediment for physical testing was placed into a sealed container and delivered by hand to
Terracon's Savannah Office soils lab. Physical analysis included:
• Particle -Size Analysis by ASTM D 22
• Water Content by ASTM D2216-10
• Specific Gravity of Soils by ASTM D854-00
2.4 Deviations and Difficulties Enlcountered
As briefly discussed in Section 2.1, refusal and core recovery were an issue at most all of the
sediment sample locations. Two (2) to three (3) attempts were made at each location (except D-3)
to reach the project depth and/or recover adequate sediment volumes for analysis. Table 3 below
details the attempts and recoveries at each I location.
Table 3: Sediment Core Recoveries and Notes
@' "-
Sample ID
-
Attempt:,J
PerSetratron
-.-
Recovery
_
,.,
(feet);;
1
9.0
Discarded sample.
D-1
12.0
2
0.5
Discarded sample.
3*
9.1*
Retained third core.
Wood debris in bottom of core.
1
12.2
Discarded sample.
D-2
18.2
2*
9 7*
More wood in bottom than Attempt #1.
Kept and ultimately used for sample.
3
9.25
Retained second sample material.
D-3
1*
5.6
4.9*
Retained for sample.
1
5.1
Encountered refusal.
D-4
8.0
Full core recovered. Discarded extra 8"
2*
8 0*
past -38 feet MLW and retained sample.
Responsive ■ Resourceful ■ Reliable
7

Tier II Sediment Sampling Report
National Gypsum Company ■ Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
lrerracon
`
I Sample ID
Attempt
Penetration
Recovery
Notes
(feet)
(feet)_
1 0.0 No recovery due to heavy wood and
rock/concrete debris.
2 2.0 Core barrel clogged with wood and
D-5 5.3 rock/concrete debris.
3 2.0 Core barrel clogged with wood and
rock/concrete debris.
4` 4 8' Approximately 1-foot of wood debris in
top of the core barrel. Retained sample.
Sample core retained for physical and chemical analysis
No other deviations or difficulties were
3.0 LABORATORY TEST
3.1 Sediment Physical
rienced during the field collection activities.
LTS AND DISCUSSION
The marine sediments evaluated in this study range from approximately 4.8 to 9.7-feet thick and
were collected to a depth of approximately -38 feet MLW. As proposed, physical analyses
including particle -size analysis, water content, and specific gravity of soils were conducted on the
individual sediment samples at Terracon'sl, Savannah Office soils lab.
The laboratory particle size distribution results indicate the sample is classified generally as a dark
gray sandy silt. Breakdowns of the sand/silt/clay fractions are provided in Table 4 below.
Table 4: Sediment Sand/Silt/Clay
Sample'"
%'Gravel,
-
�; •%`Sand,
%',Fines-,
.. ID
Coarse "°'
',Fine
Coar;e
jv
- Medium
'Fine
Silt
Clay'
D-1
0.0
0.0
0.0
I
2.9
2.7
94.4
D-2
0.0
0.0
0.01
4.4
5.5
90.1
D-3
0.0
0.0
0.01
2.4
8.7
88.9
D-4
0.0
0.0
0.01
3.0
14.0
83.0
D-5
0.0
0.0
0.01
23.7
22.2
54.1
Specific gravities for the samples at 20°C ranged from 2.464 (D-2) to 2.618 (D-4). Water contents
ranged from 164.4% (D-4) to 246.4% (D-3). Copies of the particle size, water content, and specific
gravity lab reports are provided in Appendix C.
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Tier II Sediment Sampling Report
National Gypsum Company ■ Wilmington, New Hanover County, North Carolina
December 31, 2019 ■ Terracon Project No. ES197346
3.2 Sediment Chemical Characteristics
lrerracon
All sediment samples were submitted to Pace in Huntersville, North Carolina for chemical
analysis. The sediment sample results are summarized in attached Table 5. Only analytes with
detections above the laboratory reporting limits (RL) are displayed. The sediment laboratory
analytical report is provided in Appendix D including EPA method numbers, detection limits, and
references.
As shown in Table 5, the sediment sample results were compared to the U.S. Environmental
Protection Agency (USEPA) Region 4 Waste Management Division Sediment Screening Values
for Hazardous Waste Sites (referred to' as ESVs), the National Oceanic and Atmospheric
Administration (NOAA) Effects Range Low (ERL) and the Effects Range Median (ERM) toxic
effect threshold concentrations, as well as the North Carolina Department of Environmental
Quality (NCDEQ) Industrial/Commercial Health Based Preliminary Soil Remediation Goals
(PSRGs) and the Protection of Groundwater PSRGs, as specified in the October 2019 Work Plan.
It is important to note that the NOAA El
regulatory standards, toxicity thresholds,
for dredged material disposal decisions. T
guidelines to interpret chemical data from
are concentrations below which adverse e
occur. ERM values are concentrations at
in sediment frequently occur. Chemical c
reasonably expected to have no adverse
values are considered better indicators of
than ERLs.
and ERM values are not intended to be used as
3nup or remediation targets, or as pass -fail criteria
are intended to be used as non -regulatory, informal
Jiment analysis. As defined by NOAA, ERL values
:ts of chemicals on organisms in the sediment rarely
3 which adverse effects of chemicals on organisms
centrations between the ERL and ERM values are
ects on organisms in the sediment. Overall, ERM
probability of potential adverse effects of chemicals
Select metals, the VOC acetone, and TOG were the only constituents detected above laboratory
RLs. Those constituents detected above the laboratory RLs primarily indicated the presence of
constituents below all of the regulatory standards and screening levels compared to. The
following constituents were detected in at least one (1) sediment sample at, or above, at least one
(1) of the applicable regulatory limits/screning levels:
Arsenic was detected in all of the isediment samples at concentrations ranging from 8.9
milligrams per kilogram (mg/kg) to 16.9 mg/kg. These detections exceed all of the
regulatory standards and screening levels used, with the exception of the NOAA ERM.
Cobalt was detected in all of the
mg/kg to 9.2 mg/kg. These concel
PSRG of 0.90 mg/kg but are less
PSRG of 70 mg/kg. There is no E
Responsive ■ Resourceful ■ Reliable
iiment samples at concentrations ranging from 5.4
tions exceed the NCDEQ Protection of Groundwater
in the NCDEQ Industrial/Commercial Health Based
ERL, or ERM established for cobalt.
11

Tier II Sediment Sampling Report 1 ��rracon
National Gypsum Company ■ Wilmington, New Hanover County, North Carolina
December 31, 2019 a Terracon Project No. ES197346
Mercury was detected in samples D-2 (0.19 mg/kg) and D-4 (0.14 mg/kg) in excess of the
USEPA ESV of 0.13 mg/kg. The detection in D-2 also exceeds the NOAA ERL of 0.15
mg/kg. Sample material from D-1 was analyzed in triplicate for metals per the October
2019 Work Plan. The D-1 Triplicate sample result for mercury was equal to the ESV of
0.13 mg/kg; however, D-1 and D-1 Duplicate contained mercury less than the ESV and all
other standards.
4.0 CONCLUSIONS AND RECOMMENDATIONS
Terracon conducted Tier II dredge sediment sampling and analysis for the NGC berth located on
the Cape Fear River in Wilmington, New Hanover County, North Carolina. Sampling was
conducted in general accordance with the USACE Sediment Testing Guidelines for Dredged
Material Proposed for Disposal in Federal Project Disposal Areas by Applicants, dated May 2009,
and the Client -provided October 2019 Work Plan for the project. Laboratory analytical testing on
the sediment samples was performed by Pace in Huntersville, North Carolina. Physical analyses
were performed on the sediment samples in Terracon's Savannah Office soils lab.
The results of the analytical testing on the sediment samples indicated arsenic was detected
above the applicable USEPA ESV, NOAA ERL, NCDEQ Industrial/Commercial Health Based
PSRG, and the NCDEQ Protection of Groundwater PSRG in all five (5) locations. Cobalt
exceeded the NCDEQ Protection of Groundwater PSRG in all five (5) locations. Lastly, mercury
met or exceeded the USEPA ESV (three [3] samples) and occasionally the NOAA ERL (one [1]
sample). The NOAA ERM values were not exceeded in any of the sediment samples, where
established.
As mentioned previously, chemical cor
reasonably expected to have no adverse
are generally considered better indicat
chemicals than ERLs.
drations between the ERL and ERM values are
;cts on organisms in the sediment and ERM values
of the probability of potential adverse effects of
Note that due to the metal concentrations detected in the sediments, the USACE may require
additional site sampling to include elutriatelanalysis to determine the potential impact of the metals
in sediments on the water column during dredging activities should the USACE-owned Eagle
Island CDF be chosen as the disposal location.
I
Responsive ■ Resourceful ■ Reliable 10

ABLES

n�
Ja W117►:W_1
Figures

DreorrFTree
-Poln� v
Sfirf
.y 1i
f
—»r
F �
EXPLANATION
Pro7ecl Manager.
Note: UtM
Base map was taken from a portion of the 2019 pawn by: tRM
W hnington, North Carolina U.S. Geologic Survey (USGS)
7.5-minute series topographic quadrangle map. Contour eneckeeby: SAn
interval is 5 feet.
Approveeby:
seD
.1e tttt
uppity,
Ifrunt
Range
ON
try
re LS_af \ t..,A
S 9
O � pptNaATE RD
O
u P
pQ- ti
BWANRO
t' II 1 Y1�NDfNIMFOq Gqe� r� '/// "'�
Pro7edl No.
ES117346
1r�rr�con
Consulting Engineers&Scientists
TOPOGRAPHIC MAP
Figure:
Scale: NONE
National Gypsum Company
File Name:
E51s7sos
Al. Savaman,Genga 31461
8388unnyvale Drive
Wilmington, New Hanover County, North Carolina
Date:
DecenWer 70, 2019
PWne(912)
PMe(512162S 4000 F.(912)(291001

v
s-

EXPLANATION
0 Sediment Sample Location
Nag
Map elements were graphically estimated been GCogle
Earth aerial Imagery and onsge observations.
e ••
URM
ES
Drawn by:
LAM
acale:'•.-
NONE
lrerracon
Consulting Engineers&Scientists
Checkedby:
Fit Name:
I
SAD
ES197346
2201 RaMad A. a.,..^ c .* 31461
Appray.dby:
Dale:
Pbmer9121629A000 F. r9121 M 4001
SAD
Derember 10. 2m9
SAMPLE LOCATION MAP
National Gypsum Company
838 Sunnyvale Drive
Wilmington, New Hanover County, North Carolina
AUN

PENDIX B
Field Sampling Documentation Notes

TABLE 1 - HORIZONTAL AND VERTICAL DATA CONVERSION SUMMARY
TERRACON CONSULTANTS, INC.
NATIONAL GYPSUM COMPANY
WILMINGTON, NORTH CAROLINA
NOVEMBER 2019
Station ID
Data Conversion Input Parameters 111
East North Elevation
(x) (y) (ft NAVD 88)
Data Conversion Output Parameters 121
Elevation
Latitude Longitude (ft MLW)
D-1
2315335.03
155560.86
0.43
34.172861
-77.957545
2.71
D-2
2315394.84
155736.92
-0.04
34.173343
-77.957342
2.24
D-3
2315381.77
155939.69
-0.37
34.173901
-77.957378
1.91
D-4
2315420.10
156193.60
-0.87
34.174697
-77.957242
1.41
D-5
2315422.42
156394.53
-1.54
34-.175T49— ---- -
-77.957228 - —T
----0.74- - - - -
111= Horizontal coordinates were recorded in the field and were referenced to North American Datum of 1983, State Plane Coordinate System, North Carolina (Zone 3200). US Survey Feel.
'21= Coordinate and elevation conversion performed by the National Oceanic and Atmospheric Administration's Vertical Datum Transformation (VDatum) software, Version 3.6.1.
Notes
ft NAVD 88 = Feel relative to North American Vertical Datum of 1988
ft MLW = Feet relative to Mean Low Water
Local elevation datum for the project area can be obtained from the National Oceanic and Atmospheric Administration fide station: Wilmington, NC (Station ID: 8658120).
40#
ATHEIyA
TECHNOLOGIES. INC.
Page 1 of 1
1293 Graham Farts Road, PO Box 68
McClellanvile, South Carolina 29458
[phone]
www.athenatechnologies.com

TABLE 2 - VIBRACORE SUMMARY
TERRACON CONSULTANTS, INC.
NATIONAL GYPSUM COMPANY
WILMINGTON, NORTH CAROLINA
NOVEMBER 2019
Tide
Sediment
Bottom of
Stolen ID
Collection
Time
East ill
North inWater
Depth
R1
Surface
Boring
Penetration
Recovery
Notes
Date
(X)
(Y)
(ft)
Elevation
Elevation
Elevation
(ft)
(ft)
(ft MLW)
(H MLW)
(it MLW)
D-1
11/8/2019
9:08
2315335.03
155560.86
28.7
2.7
-26.0
-38.0
12.0
9.1
Moved -15 feet to avoid dock; made 3 coring attempts;
D-2
11/8/2019
10:30
2315394.84
155736.92
22.1
2.2
-19.9
-38.1
18.2
9.7
wood observed at base of sample barrel during first and
'
second attempts; retained second core.
D-3
11/8/2019
11:30
2315381.77
165939.69
34.1
1.9
-32.2
-37.8
5.6
4.9
D4
11/8/2019
8.0
8.0
Made 2 cdnng attempts; retained second core for -
12:05
2315420.10
156193.60
32.1
1.4
-30.7
-38.7
processing.
D-5
11/8/2019
13:20
2315422.42
156394.53
33.5
0.7
-32.8
-38.0
5.3
4.8
Made 3 coring attempts; retamed third core for processing.
nl = Horizontal coordinates were recorded in North American Datum of 1983, State Plane Coordinate System, North Carolina (Zone 320). US Survey Feet.
Rl = Vertical elevation data were collected in the field and were referenced to North Amedcan Vertical Datum of 1988, US Survey Feet. Bevation date were subsequently converted to Mean Low Water via the National Oceanic
and Atmospheric Administrations (NOAA) Vertical Datum Transformation (VDalum) software, Version 3.6.1. See Table 1 for elevation conversion details.
Notes
ft=feet
MLW = Mean Low Water
bss = below sediment surface
Aw"ENA
TECHNOLOGIES. INC.
Page 1 of 1
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com

PENDIX C
Sediment Physical Laboratory Reports

loc
9(
8C
7C
w
W
Z 6C
LL
Z 5C
W
w 4C
W
n.
3C
zC
1C
r
Particle Si
em
Distribution Report
O Q O O O N
1
%+3"
Coarse Fim
0.0 0.0 0.0
TEST RESULTS
Opening
Percent
Spec.'
Pass?
Size
Finer
(Percent)
(X=Fall)
3/4"
100.0
1/2"
100.0
3/8"
100.0
#4
100.0
#10
100.0
#20
100.0
#40
97.1
#60
96.9
#100
96.4
#200
94.4
(no specification provided)
Location: D-1
Samnla Numhar• W nanth• _
0.1 0.01 0.001
%Fines
2_9
Material Description
Dark Gray Fine -Medium Sandy SILT
Atterberg Limits (ASTM D 4318)
PL= -
LL= -
Pl= -
Classification
USCS (D 2487)=
MH AASHTO (M 145)=
Coefficients
DSO=
D85=
D60=
D50=
D30=
D15=
D70=
Cu=
Cc=
Remarks
Natural Moisture 211.9%
Date Received: 11/8/19 Date Tested: 11/21/19
Tested By: BLH
Checked By: BLH
Title: Soil Lab Manager
Date Sampled: 11/8/19
Client: National Gypsum Company
Irerracproject: National Gypsum Tier II
Project No: ES197346 Figure

lac
9C
8C
7C
W
Z 6G
Z 5C
W
2 4C
W
0-
3C
20
1C
C
Particle Size Distribution Report
... 0
a n V a e n
'II■■IIIIIII■■IIII-11�■r�li1.IN1111■■Illfll■
11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■�
11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■�
11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■
11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
11■■Illlfll■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
11■■Illlfll■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
11■■Illlfll■■II11111■ullll■■IIII■1■■II1111■■
1Un 10 1 0.1 0.01 0.001
r PAIN R17F - mm
a/ +3„
% Gravel
% Sand
% Fines
Coarse
Fine
ca
rse
Medium
Fine
Silt Clay
0.0
0.0
0.0
d.o
4.4
5.5
90.1
TEST RESULTS
Opening
Percent
Spec.'
Pass?
Size
Finer
(Percent)
(X=Fall)
3/4"
100.0
1/2"
100.0
3/8"
100.0
#4
100.0
#10
100.0
#20
100.0
#40
95.6
#60
94.2
#100
93.0
#200
90.1
(no specification provided)
Location: D-2
Camnla Mimhor• 11,) rlon}h• -
Material Description
Dark Gray Medium -Fine Sandy SILT
Atterberg Limits (ASTM
D 4318)
PL= -
LL= -
PI= -
Classification
USCS (D 2487)=
MH AASHTO (M 145)= -
Coefficients
D90=
D85=
D60=
D50=
D30=
D15'
D10=
Cu'
Cc=
Remarks
Natural Moisture 179.4%
Date Received: 11/8/19 Date Tested: 11/21/19
Tested By: BLH
Checked By: BLH
Title: Soil Lab Manager
Date Sampled: I1/8/19
Client: National Gypsum Company
ifierracon
Project: National Gypsum Tier II
Project No: ES197346 Figure

Particle S
„lismillillim
:u�®uuu
Distribution Report
V f{MI I V JILC - 111111.
%+31.
°/ Gravel % Sand % Fines
)
Coarse Fine Coarse Medium I Fl I Silt I Clav
TEST RESULTS
Opening
Percent
Spec
Pass?
Size
Finer
(Percent)
(X=Fall)
3/411
100.0
1/211
100.0
3/811
100.0
#4
100.0
#10
100.0
#20
100.0
#40
97.6
#60
96.4
#100
95.1
#200
88.9
(no specification provided)
Location: D-3
Sarrnle Numher. D-3 Denth- -
Material Description
Dark Gray Fine Sandy SILT
Atterberg Limits (ASTM D 4318)
PL= -
LL= -
PI= -
Classiflcation
USCS (D 2487)=
MH AASHTO (M 145)= -
Coefficients
D90= 0.0827
D85=
D60=
D50=
D30=
D15=
D10=
Cu=
cc -
Remarks
Natural Moisture 192.1%
Date Received: 11/8/19 Date Tested: 11/21/19
Tested By: BLH
Checked By: BLH
Title: Soil Lab Manager
Date Sampled: 11/8/19
Client: National Gypsum Company
Irferraconl
Project: National Gypsum Tier Il
Project No: ES197346 Figure

100
90
80
70
W
Z 60
Z 50
W
� 40
W
a-
30
20
10
0
Particle Size Distribution Report
5 'i F 0 0 0 0 0 e 9
HIM111111101111119M
001111110=1111111M
1uu lu
1 U.1
d C17F - mm
e.el u.u01 I
%+3" '. ,
Coarse Fine C arse Medium Fine Silt Clay
0.0 0.0 0.0 6.0 3.0 1 14.0 83.0
TEST RESULTS
Opening
Percent
Spec.
Pass?
Size
Finer
(Percent)
(X=Fail)
3/4"
100.0
1/2"
100.0
3/8"
100.0
#4
100.0
#10
100.0
#20
100.0
#40
97.0
#60
93.1
#100
90.9
#200
83.0
(no specification provided)
Location: D-4
Rmmriln Mnmhor• n-4 nonfh- -
Material Description
Dark Gray Medium -Fine Sandy SILT
Atterberg Limits (ASTM D 4318)
PL= - LL= - P1= -
Classification
USCS (D 2487)= MH AASHTO (M 145)= -
Coefficients
Dgo= 0.1341 D88= 0.0870 D60=
D50= D30= D15=
D10= Cu= Cc=
Remarks
Natural Moisture 164.4%
Date Received: I1/8/19 Date Tested: 11/21/19
Tested By: BLH
Checked By: BLH
Title: Soil Lab Manager
Date Sampled: 11/8/19
1rerrac:o:n
Client: National Gypsum Company
Project: National Gypsum Tier II
Project No: ES197346 Figure

% Gravel
%Sand
%Fines
%+3"
Coarse
Fine
Coarse
Medium
Fine
Silt I Clay
0.0
1 0.0
1 0.0
.0
23.7
1 22.2
54.1
TEST RESULTS
Opening
Percent
Spec.'
Pass?
Size
Finer
(Percent)
(X=Fall)
3/4"
100.0
1/2"
100.0
3/9"
100.0
#4
100.0
#10
100.0
420
92.6
#40
76.3
#60
60.7
#100
56.8
#200
54.1
(no specification provided)
Location: D-5
Rmmnla Nnmhar• Mi n.a fh• _
Material Description
Dark Gray Fine -Medium Sandy SILT with Wood Debris
Atterberg Limits (ASTM D 4318)
PL= - LL= - PI= -
Classification
USCS (D 2487)= MH AASHTO (M 145)= -
Coefficients
D90= 0.7329 DSS= 0.5813 D60= 0.2405
D50= D30= D15=
D10= Cu= Cc=
Remarks
Natural Moisture 165.8%
Date Received: 11/8/19 Date Tested: 11/21/19
Tested By: BLH
Checked By: BLH
Title: Soil Lab Manager
Date Sampled: 11/8/19
Client: National Gypsum Company
Irerracon Iroject: National Gypsum Tier II
Project No: ES197346 Ficiure

SPECIFIC GRAVITY OF SOIL SOLIDS
National Gypsum Tire II
ES197346
11/18/2019
Irerracon
Sample #
Material Type
Pycnometer
Dry Weight
Pycnometer
Volume
Pycnometer +
HZO
Pycnometer+
H=O &Soil
WOTemp
P
Mass Oven
Dried Soil
Specific Gravity
@ 20° C
D-1
Dark Gray Sandy SILT
151.26
500ml
649.29
675.77
63.3° F
42.80
2.624
D-1
Dark Gray Sandy SILT
153.94
500ml
651.62
680.50
63.3° F
46.80
2.613
D-1
Dark Gray Sandy SILT
166.83
500ml
664.51
693.92
63.3° F
47.80
2.600
D-2
Dark Gray Sandy SILT
172.35
500ml
670.39
702.88
63.3° F
54.70
2.464
D-3
Dark Gray Sandy SILT
156.07
500ml
654.10
685.65
63.3° F
51.80
2.559
D-4
Dark Gray Sandy SILT
151.41
500mi
649.22
680.61
63.30 F
50.80
2.618
D-5
Dark Gray Sandy SILT
151.26
500m1
649.29
679.54
63.3° F
49.70
--2.556
*Testing performed in general accordance with ASTM D854.
Performed By: Bart Hill

APPENDIX D
Sediment Analytical Laboratory Reports

aceAnalytical
w ,Pacelabssam
November 20, 2019
Leah Moore
Terracon
2201 Rowland Ave
Savannah, GA 31404
RE: Project: Cape Fear Dredge
Pace Project No.: 92453338
Dear Leah Moore:
Enclosed are the analytical results for sampl
The results relate only to the samples includ,
most current, applicable TNI/NELAC standai
where applicable, unless otherwise noted in
If you have any questions concerning this
Since-11�rel/y, p
:
Taylor Ezell
[e-mail]
[phone]
Project Manager
Enclosures
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersviile, NC 28078
[phone]
s) received by the laboratory on November 12, 2019.
in this report. Results reported herein conform to the
s and the laboratory's Quality Assurance Manual,
e body of the report.
please feel free to contact me.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, U.C.
Page 1 of 52

aceAnalytical e
1VWVr.pacalaba.tala
Project: Cape Fear Dredge
Pace Project No.: 92453338
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
Cy:l:4111A[N_N11101kill
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
VrginiaA/ELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Vrginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, I.I.C.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 52

aceAnalj/tical ®
mww.pecelabs.cam
Project: Cape Fear Dredge
Pace Project No.: 92453338
I
SAMPLE ANALYTE COUNT
i
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID Sample ID
Method
Analysts
Reported Laboratory
92453338001 D-1
EPA 8081B
SEM
24 PASI-C
! 9071B
I
JMS1
1 PASI-C
MADEP EPH
BAJ
7 PASI-C
MADEP VPH
LMB
6 PASI-C
EPA6010D
KQ
15 PASI-A
EPA7471B
SOO
1 PASI-A
EPA 8270E
BPJ
21 PASI-C
EPA 8260D
SAS
48 PASI-C
ASTM D2974-87
KDF
1 PASI-C
EPA 9060A
MJP
5 PASI-A
92453338002 D-2
EPA8081B
SEM
24 PASI-C
9071B
JMS1
1 PASI-C
MADEP EPH
BAJ
7 PASI-C
MADEP VPH
LMB
6 PASI-C
_
EPA6010D
KQ
15 PASI-A
EPA7471B
SOO
1 PASI-A
EPA 8270E
BPJ
21 PASI-C
EPA 8260D
SAS
48 PASI-C
ASTM D2974-87
KDF
1 PASI-C
EPA 9060A
MJP
5 PASI-A
92453338003 D-3
EPA 8081B
SEM
24 PASI-C
9071E
JMS1
1 PASI-C
MADEP EPH
BAJ
7 PASI-C
MADEP VPH
LMB
6 PASI-C
EPA 601 OD
KQ
15 PASI-A
EPA7471B
SOO
1 PASI-A
EPA 8270E
BPJ
21 PASI-C
EPA 8260D
SAS
48 PASI-C
ASTM D2974-87
KOF
1 PASI-C
EPA 9060A
MJP
5 PASI-A
92453338004 D-4
EPA 8081B
SEM
24 PASI-C
9071B
JMS1
1 PASI-C
MADEP EPH
BAJ
7 PASI-C
MADEP VPH
LMB
6 PASI-C
EPA 6010D
KQ
15 PASI-A
EPA 7471B
SOO
1 PASI-A
EPA 8270E
BPJ
21 PASI-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the wri0en consent of Pace Analytical Services, LLC.
Page 3 of 52

aceAnalytical e
w .Pacelaba.com
SAMPLE ANALYTE COUNT
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project:
Cape Fear Dredge
Pace Project No.:
92453338
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
EPA 8260D
SAS
48
PASI-C
ASTM D2974-87
KDF
1
PASI-C
EPA 9060A
MJP
5
PASI-A
92453338005
D-5
EPA8081B
SEM
24
PASI-C
9071E
JMS1
1
PASI-C
i MADEP EPH
BAJ
7
PASI-C
MADEP VPH
LMB
6
PASI-C
EPA 601 OD
KQ
15
PASI-A
EPA 7471B
SOO
1
PASI-A
EPA8270E
BPJ
21
PASI-C
EPA 8260D
SAS
48
PASI-C
ASTM D2974-87
KDF
1
PASI-C
EPA9060A
MJP
5
PASI-A
92453338007
D-1 Duplicate
EPA6010D
KQ
15
PASI-A
_
EPA74718
S00
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
-
EPA 9060A
MJP
5
PASI-A
92453338008
D-1 Triplicate
EPA6010D
KQ
15
PASI-A
EPA 7471B
SOO
1
PASI-A
ASTM D2974-87
KDF
1
PASI-C
EPA9060A
MJP
5
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 52

aceAnalj6cal e
www.pacelabmcm
Project: Cape Fear Dredge
Pace Project No.: 92453338
ANALYTICAL RESULTS
I
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: D-1 Lab ID: 92453338001 Collected: 11/08/19 10:15 Received: 11/12/1910:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
8081 GCS Pesticides
Aldrin
alpha-BHC
beta-BHC
delta-BHC
gamma-BHC (Undane)
Chlordane (Technical)
4,4'-DDD
4,4'-DDE
4,4'-DDT
Dieldrin
Endosulfan I
Endosulfan II
Endosulfan sulfate
Endrin
Endrin aldehyde
Endrin ketone
Heptachlor
:ptachlor epoxide
fexachlorobenzene
melhoxychlor
Mirex
Toxaphene
Surrogates
Tetrachloro-m-xylene (S)
Decachlorobiphenyl (S)
9071 Oil and Grease
Oil and Grease
MADEP EPH NC Soil
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Surrogates
Nonatriacontane (S)
o-Terphenyl (S)
2-Fluorobiphenyl(S)
2-Bromonaphthalene (S)
VPH NC Soil
Aliphatic(C05-CO8)
Aliphatic(C09-C12)
Aliphatic(C09-Cl2) Adjusted
Aromatic (C09-C10)
Surrogates
4-Bromofluorobenzene (FID)(S)
Analytical Method: EPA 80818 Preparation Method: EPA 3546
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
309-00-2
M1
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
319-84-6
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
319-85-7
M1
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
319-86-8
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
58-89-9
NO
ug/k9
43.2
2
11/18/19 14:08
11/19/19 10:09
57-74-9
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
72-54-8
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
72-55-9
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
50-29-3
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
60-57-1
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
959-98-8
Mt
NO
ug/k9
12.3
2
11/18/19 14:08
11/19/19 10:09
33213-65-9
NO
ug/k9
12.3
2
11/18/19 14:08
11/19/19 10:09
1031-07-8
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
72-20-8
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
7421-93-4
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
53494-70-5
NO
ug/kg
12.3
2
11/18/19 14:08
11/1911910:09
76-44-8
Mt
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
1024-57-3
Mt
NO
ug/kg
12.3
2
11/18/19 14:08
11/19/19 10:09
118-74-1
NO
ug/kg
30.9
2
11/18/19 14:08
11/19/19 10:09
72-43-5
NO
ug/kg
30.9
2
11/18/19 14:08
11/19/19 10:09
2385-85-5
NO
ug/kg
43.2
2
11/18/19 14:08
11/19/19 10:09
8001-35-2
87
%
15-130
2
11/18/19 14:08
11/19/19 10:09
877-09-8
D3
82
%
10-130
2
11/18/19 14:08
11/19/19 10:09
2051-24-3
Analytical Method:
9071E Preparation Method:
9071B
NO
mg/kg
217
1
11/18/1910:20
11/18/1910:33
N2
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
NO
mg/kg
30.6
1
11/16/1916:18
11/19/19 08:04
M1,N2
NO
mg/kg
30.6
1
11/16/1916:18
11/19/19 08:04
N2
NO
mg/kg
30.6
1
11/16/1916:18
11/19/19 08:04
N2
76
%
40-140
1
11/16/19 16:18
11/19/19 08:04
7194-86-7
77
%
40-140
1
11116/19 16:18
11/19/19 08:04
84-15-1
96
%
40-140
1
11/16/19 16:18
11/19/19 08:04
321-60-8
41
%
40-140
1
11/16/19 16:18
11/19/19 08:04
580-13-2
Analytical Method: MADEP VPH Preparation Method: MADEP VPH
NO
mg/k9
15.2
1
11/13/1918:06
11/13/1918:54
N2
NO
mg/kg
15.2
1
11/13/1918:06
11/13/1918:54
N2
NO
mg/kg
15.2
1
11/13/1918:06
11/13/1918:54
N2
NO
mg/kg'
15.2
1
11/13/1918:06
11/13/1918:54
N2
92
%
70-130
1
11/13/1918:06
11/13/19 18:54 460-00-4
REPORT OF LABORATORY ANALYSIS
This reportshall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 52

aceAna]XIcal e
avuv.pacehbsxom
ANALYTICAL RESULTS
I
Project: Cape Fear Dredge
Pace Project No.: 92453338
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: D-1 Lab ID: 92453338001 1 Collected: 11/08/1910:15 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units ' Report Limit DF Prepared Analyzed CAS No. Qual
VPH NC Soil Analytical Method: MADEP VPH Preparation Method: MADEP VPH
Surrogates
4-Bromofluorobenzene (PID) (S)
91
%
70-130
1
11113119 18:06
11/13/19 18:54
460-004
6010 MET ICP
Analytical Method: EPA 6010D
Preparation Method: EPA 3050E
Antimony
ND
mg/kg
1.4
1
11/15/19 11:27
11/17/19 22:11
7440-36-0 Mt
Arsenic
15.4
mg/kg
2.8
1
11/15/19 11:27
11/17/19 22:11
7440-38-2
Barium
33.9
mg/kg
1.4
1
11/15/19 11:27
11117/19 22:11
7440-39-3
Beryllium
1.2
mg/kg
0.28
1
11115/1911:27
11117/1922:11
7440-41-7
Cadmium
0.35
mg/kg
0.28
1
11/15/19 11:27
11/17/19 22:11
7440-43-9
Chromium
40.8
mg/kg
1.4
1
11/15/19 11:27
11/17/19 22:11
7440-47-3
Cobalt
9.2
mg/kg
1.4
1
11115/1911:27
11/17/19 22:11
7440-48-4
Copper
16.4
mg/kg
1.4
1
11/15/19 11:27
11/17/19 22:11
7440-50-8
Lead
20.2
mg/kg
1.4
1
11/15/19 11:27
11/17/19 22:11
7439-92-1
Nickel
12.9
mg/kg
1.4
1
11/15/19 11:27
11/17/19 22:11
7440-02-0
Selenium
ND
mg/kg
2.8
1
11/15/19 11:27
11/17/19 22:11
7782-49-2
Silver
ND
mg/kg
1.4
1
11/15/19 11:27
11/1711922:11
7440-22-4
- Thallium
ND
mg/kg
2.8
1
11/15/19 11:27
11/17/19 22:11
7440-28-0
madium
61.8
mg/kg
1.4
1
11/15/19 11:27
11/17/19 22:11
7440-62-2
nc
84.5
mg/kg
2.8
1
11115/1911:27
11/17/19 22:11
7440-66-6
7471 Mercury Analytical Method: EPA 74718 Preparation Method: EPA 7471B
Mercury
8270E MSSV PAH Microwave
Acenaphthene
Acenaphthylene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)0uoranthene
Benzo(g,h,i)perylene
Benzo(k)Buoranlhene
Chrysene
Dibenz(a,h)anthracene
Fluoranlhene
Fluorene
Indeno(1,2,3-cd)pyrene
1-Methylnaphthalene
2-Methylnaphthalene
Naphthalene
Phenanthrene
Pyrene
Surrogates
Nitrobenzene-d5 (S)
2-Fluorobiphenyl(S)
Terphenyl-d14 (S)
Date: 11/20/2019 12:24 PM
0.090 mg/kg 0.0091 1 11/15/19 10:48 11/19/19 14:19 7439-97-6 M1
Analytical Method: EPA 8270E Preparation Method: EPA 3546
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
83-32-9
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
208-96-8
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
120-12-7
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
56-55-3
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
50-32-8
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
205-99-2
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
191-24-2
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
207-08-9
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
218-01-9
ND
uglkg
1010
1
11/18/19 12:15
11/18/19 18:20
53-70-3
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
20644-0
ND
ug/kg
1010
1
11/18/19 12:15
11/18119 18:20
86-73-7
ND
ug/kg
1010
1
11/18119 12:15
11/18119 18:20
193-39-5
ND
ug/kg
1010
1
11118119 12:15
11/18/19 18:20
90-12-0
ND
ug/kg
1010
1
11118/19 12:15
11/18/19 18:20
91-57-6
ND
ug/kg
1010
1
11118119 12:15
11/18/19 18:20
91-20-3
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
85-01-8
ND
ug/kg
1010
1
11/18/19 12:15
11/18/19 18:20
129-00-0
53
%
23-110
1
11/18/19 12:15
11/18/19 18:20
4165-60-0
32
%
30-110
1
11118/19 12:15
11/18/19 18:20
321-60-8
39
%
28-110
1
11/18/19 12:16
11/18/19 18:20
1718-51-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Without the written consent of Pace Analytical Services, I.I.C.
Page 6 of 52

mAnalytkal e
w .pscellbsxom
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-1 Lab ID: 92453338001 Collected: 11/08/19 10:15 Received: 11112119 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
I
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260DIS035A Volatile Organics Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Acetone
NO
ug/kg
10400
25
11/14/19 15:40
11/14/19 18:00
67-64-1
Acrylonilrile
NO
ug/kg
10400
25
11/14/19 15:40
11/14/19 18:00
107-13-1
Benzene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
71-43-2
Bromochloromethane
NO
ug/kg
522
25
11/14/19 15:40
11114/1918:00
74-97-5
Bromodichloromethane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
75-27-4
Bromoform
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
75-25-2
Bromomelhane
NO
ug/kg
1040
25
11/14/19 15:40
11/14/19 18:00
74-83-9
2-Butanone (MEK)
NO
ug/kg
10400
25
11/14/19 15:40
11/14/19 18:00
78-93-3
Carbon disulfide
NO
ug/kg
1040
25
11/14/19 16:40
11/14/19 18:00
75-15-0
Carbon tetrachloride
ND
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
56-23-5
Chlorobenzene
NO
ug/kg
522
25
11/14119 15:40
11114/1918:00
108-90-7
Chloroethane
ND
ug/kg
1040
25
11/14/19 15:40
11/14/19 18:00
75-00-3
Chloroform
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
67-66-3
Chloromethane
ND
ug/kg
1040
25
11/14/19 15:40
11/14/19 18:00
74-87-3
Dibromochloromelhane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
124A8-1
Dibromomelhane
ND
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
74-95-3
1.2-Dichlorobenzene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
95-50-1
4-Dichlorobenzene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
106-46-7
:.ms-1,4-Dichlom-2-butene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
110-57-6
1,1-Dichloroethane
NO
ug/kg
522
25
11/14/19 16:40
11/14/19 18:00
75-34-3
1,2-Dichloroethane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
107-06-2
1,1-Dichloroethene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
75-35-4
cis-1,2-Dichloroethene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
156-59-2
trans-1,2-Dichloroethene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
156-60-5
1,2-Dichloropropane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
78-87-5
cis-1,3-Dichloropropene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
10061-01-5
trans-1,3-Dichloropropene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
10061-02-6
Ethylbenzene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
100-41-4
2-Hexanone
NO
ug/kg
5220
25
11/14/19 15:40
11/14/19 18:00
591-78-6
lodomelhane
NO
ug/kg
1040
25
11/14/19 15:40
11/14/19 18:00
74-88-4 M1
Methylene Chloride
NO
ug/kg
2090
25
11/14/19 15:40
11/14/19 18:00
75-09-2
4-Methyl-2-pentanone (MIBK)
NO
ug/kg
5220
25
11/14/19 15:40
11/14/19 18:00
108-10-1
Styrene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
100-42-5
1,1,1,2-Tetrachloroethane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
79-34-5
Tetrachloroelhene
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
127-18-4
Toluene
NO
ug/kg
522
25
11/14119 15:40
11/14/19 18:00
108-88-3
1,1,1-Trichloroelhane
ND
ug/kg
522
25
11/14119 15:40
11/14119 18:00
71-55-6
1,1,2-Trichloroelhane
ND
ug/kg
522
25
11/14119 15:40
11/14119 18:00
79-00-5
Trichloroethene
NO
ug/kg
522
25
11/14/19 15:40
11/14119 18:00
79-01-6
Trichlorofiuoromethane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
75-69-4
1,2,3-Trichloropropane
NO
ug/kg
522
25
11/14/19 15:40
11/14/19 18:00
96-18-4
Vinyl acetate
ND
ug/kg
5220
25
11/14/19 15:40
11/14/19 18:00
108-05-4
Vinyl chloride
ND
ug/kg
1040
25
11/14/19 15:40
11/14/19 18:00
75-01-4
Xylene (Total)
ND
ug/kg
1040
25
11/14/19 15:40
11/14/19 18:00
1330-20-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, I.I.C. Page 7 of 52

aceAnaiXical e
1 .pacelftcom
ANALYTICAL RESULTS
I
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-1
Lab ID: 92453338001 Collected:
11/08/19 10:15 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units) Report Limit OF Prepared
Analyzed
CAS No. Qual
8260DIS035A Volatile Organics
Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Surrogates
Toluene-d8 (S)
109 %
70-130 25 11/14/19 15:40
11/14/19 18:00
2037-26-5
4-Bromo0uorobenzene(S)
100 % 1
70-130 25 11/14/19 15:40
11/14/19 18:00
460-00-4
1,2-Dichloroethane-d4 (S)
101 %
70-132 25 11/14/19 15:40
11/14/19 18:00
17060-07-0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
67.5 %
0.10 1
11/13/19 17:11
Total Organic Carbon
Analytical Method: EPA 9060A
i
Total Organic Carbon
47500 mg/kg
1850 1
11/16/19 11:34
7440-44-0
Total Organic Carbon
48400 mg/kg
1850 1
11/16/19 11:34
7440-44-0
Total Organic Carbon
48900 mgfkg
1850 1
11/16/19 11:34
7440-44-0
Total Organic Carbon
48500 mg/kg
1850 1
11/16/19 11:34
7440-44-0
Mean Total Organic Carbon
48400 mg/kg
1850 1
11/16/19 11:34
7440-44-0
- sample: D-2 Lab ID: 92453338002
iesu/ts reported on a "dry weight" basis and are adjusted for
- Parameters Results Units
Collected: 11/08/1911:00 Received: 11/12/19 10:45 Matrix: Solid
percent moisture, sample size and any dilutions.
Report Limit OF Prepared Analyzed CAS No. Qual
BOB1 GCS Pesticides
Analytical Method:
EPA 081B
Preparation Method: EPA 3546
Alddn
NO
ug/kg
5.6
1
11/1811914:08
11119/1911:04
309-00-2
alpha-BHC
NO
ug/k9
5.6
1
11/18/19 14:08
11/19/19 11:04
319-84-6
beta-BHC
NO
ug/kg
5.6
1
11/18/19 14:08
11119/1911:04
319-85-7
delta-BHC
ND
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
319-86-8
gamma-BHC (Lindane)
ND
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
58-89-9
Chlordane (Technical)
NO
uglkg
19.5
1
11118/19 14:08
11/19/19 11:04
57-74-9
4,4'-DDD
NO
ug/kg
5.6
1
11/18119 14:08
11/19/19 11:04
72-54-8
4,4'-DDE
NO
ugfkg
5.6
1
11/18/19 14:08
11/19/19 11:04
72-55-9
4,4'-DDT
NO
ug/kg
5.6
1
11118/1914:08
11/19/19 11:04
50-29-3
Dieldrin
ND
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
60-57-1
Endosulfan I
NO
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
959-98-8
Endosulfan II
NO
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
33213-65-9
Endosulfan sulfate
ND
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
1031-07-8
Enddn
NO
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
72-20-8
Enddn aldehyde
NO
ug/kg
5.6
1
11/18/19 14:08
11119/19 11:04
7421-93-4
Enddn ketone
NO
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
53494-70-5
Heptachlor
NO
ug/kg
5.6
1
11/18/19 14:08
11/19/19 11:04
76-44-8
Heptachlor epoxide
NO
uglkg
5.6
1
11/18/19 14:08
11/19/19 11:04
1024-57-3
Hexachlorobenzene
NO
uglkg
5.6
1
11/18/19 14:08
11/19/19 11:04
118-74-1
Methoxychlor
NO
ug/kg
14.0
1
11/18/19 14:08
11/19/19 11:04
72-43-5
Mirex
NO
ug/kg
14.0
1
11/18/19 14:08
11/19/19 11:04
2385-85-5
Toxaphene
NO
ug/kg
19.5
1
11118/1914:08
11/19/19 11:04
8001-35-2
Surrogates
Tetrachloro-m-xylene (S)
52
%
15-130
1
11/18/19 14:08
11/19/19 11:04
877-09-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In
full,
Date: 11/20/2019 12:24 PM
without the written consent of Pace Analytical Services, LLC.
Page 8 of 52

i
1
Pace Analytical Services, LLC
mAnalytical e 9800 KinceyAve. Suite 100
Huntersville, NC 28078078
www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-2
Lab ID: 92453338002 Collected: 11/08/19 11:00 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted toripercent moisture, sample size and any dilutions.
Parameters
Results Unitsl Report Limit DF Prepared Analyzed CAS No. Qual
8081 GCS Pesticides
1
Analytical Method: EPA 8081E Preparation Method: EPA 3546
Surrogates
Decachlorobiphenyl(S)
42 % 10-130 1 11/18119 14:08 11/19/19 11:04 2051-24-3
9071 Oil and Grease
Analytical Method: 9071E Preparation Method: 9071B
Oil and Grease
ND mg/kd 193 1 11118/19 10:20 11/18/19 10:33 N2
MADEP EPH NC Soil
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Surrogates
Nonatriacontane(S)
o-Terphenyl(S)
2-Fluorobiphenyl (S)
2-Bromonaphthalene (S)
VPH NC Soil
;liphalic (C05-008)
Jiphatic (C09-C12)
Aliphatic(C09-C12) Adjusted
Aromatic (C09-C10)
Surrogates
4-Bromofluorobenzene (FID)(S)
4-BromoOuorobenzene (PID) (S)
6010 MET ICP
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
7471 Mercury
Mercury
Date: 11/20/2019 12:24 PM
Analytical Method:
ND
ND
ND
65
72
99
94
Analytical Method
ND
ND
ND
NO
90
89
Analytical Method: EPA
NO
mg/k,
14.3
mg/k,
35.5
mg/k,
1.1
mg/kl
0.37
mg/kl
41.3
mg/kl
8.3
mg/k,
16.1
mg/k!
23.9
mg/k!
12.4
mg/k!
NO
mg/k!
NO
mg/k!
NO
mg/k!
56.6
mg/k!
81.3
mglk,
Analytical Method: EPA
0.19 mq/k,
REPORT
This rep,
Without the wd
EPH Preparation Method: MADEP EPH
27.7
1
11/16/19 16:18
11/19/19 09:26
N2
27.7
1
11/16/19 16:18
11/19/19 09:26
N2
27.7
1
11/16/19 16:18
11/19/19 09:26
N2
40-140
1
11/16/19 16:18
11/19/19 09:26
7194-86-7
40-140
1
11/16/19 16:18
11/19/19 09:26
84-15-1
40-140
1
11/16/19 16:18
11/19/19 09:26
321-60-8
40-140
1
11/16/19 16:18
11/19/19 09:26
580-13-2
VPH Preparation Method:
MADEP VPH
12.4
1
11/13/19 18:06
11/13/19 19:23
N2
12.4
1
11/13/19 18:06
11/13/19 19:23
N2
12.4
1
11/13/19 18:06
11/13/19 19:23
N2
12.4
1
11/13/19 18:06
11/13/19 19:23
N2
70-130
1
11/13/19 18:06
11/13/19 19:23
460-00-4
70-130
1
11/1311918:06
11113/1919:23
460-00-4
Preparation Methc
1.1
2.2
1.1
0.22
0.22
1.1
1.1
1.1
1.1
1.1
2.2
1.1
2.2
1.1
2.2
is EPA 3050E
11/15/19 11:27 11/17/19 22:24 7440-36-0 BC
11/15/19 11:27 11/17/19 22:24 7440-38-2
11/15/19 11:27 11/17/19 22:24 7440-39-3
11/15/19 11:27 11/17/19 22:24 7440-41-7
11/15/19 11:27 11/17/19 22:24 7440-43-9
11/15/19 11:27 11/17/19 22:24 7440-47-3
11115/1911:27 11/17/19 22:24 7440-48-4
11/15/19 11:27 11/17/19 22:24 7440-50-8
11/15/19 11:27 11/17/19 22:24 7439-92-1
11/15/19 11:27 11/17/19 22:24 7440-02-0
11/15/19 11:27 11/17/19 22:24 7782-49-2
11115119 11:27 11/17/19 22:24 7440-22-4
11/15/19 11:27 11/17/19 22:24 7440-28-0
11/15/19 11:27 11/17/19 22:24 7440-62-2
11/15/19 11:27 11/17/19 22:24 7440-66-6
Preparation Method: EPA 7471 B
0.0095 1 11/15/19 10:48 11/19/19 14:26 7439-97-6
LABORATORY ANALYSIS
call not be reproduced, except in full,
consent of Pace Analytical Services, LLC.
Page 9 of 52

aceAnalj41cal
www.pacelahs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-2
Lab ID: 92453338002
Collected: 11/08/19 11:00
Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results
Units
i
Report Limit
DF
Prepared
Analyzed
CAS No. Oual
8270E MSSV PAH Microwave
Analytical Method: EPA 8270E
Preparation Method: EPA 3546
Acenaphthene
NO
ug/kg '
921
1
11/18/19 12:15
11/1811920:04
83-32-9
Acenaphthylene
NO
ug/kg i
921
1
11/18/1912:15
11/1811920:04
208-96-8
Anthracene
ND
ug/kg ,
921
1
11/18/19 12:15
11/18/19 20:04
120-12-7
Benzo(a)anthraoene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
56-55-3
Benzo(a)pyrene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
50-32-8
Benzo(b)Ouoranthene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
205-99-2
Benzo(g,h,i)perylene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
191-24-2
Benzo(k)fluoranlhene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
207-08-9
Chrysene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
218-01-9
Dibenz(a,h)anlhracene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
53-70-3
Fluomnthene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
206-44-0
Fluorene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
86-73-7
Indeno(1,2,3-cd)pyrene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
193-39-5
1-Methylnaphthalene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
90-12-0
2-Methylnaphthalene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
91-57-6
Naphthalene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
91-20-3
Phenanthrene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
85-01-8
Iprene
NO
ug/kg
921
1
11/18/19 12:15
11/18/19 20:04
129-00-0
wrogates
.itrobenzene-d5(S)
58
%
23-110
1
11/18/19 12:15
11/18/19 20:04
4165-60-0
2-Fluorobiphenyl(S)
46
%
30-110
1
11/18/19 12:15
11/18/19 20:04
321-60-8
Terphenyl-04 (S)
58
%
28-110
1
11/18/19 12:15
11/18/19 20:04
1718-51-0
8260D15035A Volatile Organics Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Acetone
NO
ug/kg!
325
1
11/15/19 11:02
11/15/19 14:38
67-64-1
Acrylonitdle
NO
ug/kg,
325
1
11/15/19 11:02
11/15/19 14:38
107-13-1
Benzene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
71-43-2
Bromochloromethane
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
74-97-5
Bromodichloromethane
NO
ug/kg'
16.3
1
11/15/19 11:02
11115/1914:38
75-27-4
Bromoform
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
75-25-2
Bromomethane
NO
ug/kg
32.5
1
11/15/19 11:02
11/15/19 14:38
74-83-9
2-Butanone (MEK)
NO
ug/kg
325
1
11/15/19 11:02
11/1511914:38
78-93-3
Carbon disulfide
NO
ug/kg
32.5
1
11/15/19 11:02
11/15/19 14:38
75-15-0
Carbon tetrachloride
NO
ug/kg
16.3
1
11/16/19 11:02
11/16/19 14:38
56-23-5
Chlorobenzene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15119 14:38
108-90-7
Chloroethane
NO
ug/kg
32.5
1
11/15/19 11:02
11/1511914:38
75-00-3
Chloroform
ND
ug/kg
16.3
1
11115/1911:02
11115/1914:38
67-66-3
Chloromethane
NO
ug/kg
32.5
1
11/15/19 11:02
11115/1914:38
74-87-3
Dibromochloromethane
ND
ug/kg
16.3
1
11/15/19 11:02
11115/1914:38
124-48-1
Dibromomethane
ND
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
95-50-1
1,4-Dichlorobenzene
ND
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
106-46-7
trans-1,4-Dichloro-2-butene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
110-57-6
1,1-Dichloroelhane
ND
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
75-34-3
1,2-Dichloroelhane
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
107-06-2
1,1-Dichloroethene
NO
ug/kg
16.3
1
11/15/19 11:02
11115/1914:38
75-35-4
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced, except
in full,
Date: 11/20/2019 12:24 PM
without
the written consent
of Pace Analytical Services,
L-C.
vl
Page 10 of 52

Pace Analytical Services, LLC
52ceiilnalXlcale 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacalabs.com [phone]
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-2
Lab ID: 924533380021 Collected:
11/08/19 11:00
Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for Ipercent moisture, sample size and any dilutions.
Parameters
Results
Units I Report
Limit
OF
Prepared
Analyzed
CAS No. Qua]
826OD15035A Volatile Organics
Analytical Method: EPA 8260D Preparation Method: EPA5035A
cis-1,2-Dichloroethene
NO
ug/kgl
16.3
1
11/15/19 11:02
11/15/19 14:38
156-59-2
trans-1,2-Dichloroethene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
156-60-5
1,2-Dichloropropane
NO
ug/kgl
16.3
1
11/15/19 11:02
11/15/19 14:38
78-87-5
cis-1,3-Dichloropropene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
10061-01-5
trans-1,3-Dichloropropene
ND
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
10061-02-6
Ethylbenzene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
100-41-4
2-Hexanone
NO
ug/kg 1
163
1
11/15/19 11:02
11/15/19 14:38
591-78-6
lodomethane
ND
ug/kg
32.5
1
11/15/19 11:02
11/15/19 14:38
74-88-4 v1
Methylene Chloride
ND
ug/kg1
65.1
1
11/15/19 11:02
11/15/19 14:38
75-09-2
4-Methyl-2-pentanone(MIBK)
NO
ug/kg,
163
1
11/15/19 11:02
11115/1914:38
108-10-1
Styrene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
100-42-5
1,1,1,2-Tetrachloroethane
NO
ug/kg
16.3
1
11115/1911:02
11/15/19 14:38
630-20-6
1,1,2,2-Tetrach]oroethane
NO
ug/kg
16.3
1
11115/1911:02
11/15/19 14:38
79-34-5
Tetrachloroethene
NO
ug/kg,
16.3
1
11/15/19 11:02
11/15/19 14:38
127-18-4
Toluene
NO
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
108-88-3
1,1,1-Trich]oroethane
ND
ug/kg
16.3
1
11/15/19 11:02
11/15/19 14:38
71-55-6
11,2-TJohlomethane
ND
ug/kg'
16.3
1
11/15/19 11:02
11/15/19 14:38
79-00-5
,ich]oroethene
NO
ug/kg
16.3
1
11/15/19 11:02
11/1511914:38
79-01-6
uich]orofluoromethane
NO
ug/kg
16.3
1
11/16/19 11:02
11/15/19 14:38
75-69-4
1,2,3-Trichloropropane
NO
ug/kg
16.3
1
11/16/19 11:02
11/15/19 14:38
96-18-4
Vinyl acetate
NO
ug/kg1
163
1
11/15/19 11:02
11/16/19 14:38
108-05-4
Vinyl chloride
NO
ug/kg i
32.5
1
11/15/19 11:02
11115/1914:38
75-01-4 v1
Xylene (Total)
NO
ug/kg 1
32.5
1
11/15/19 11:02
11/15/19 14:38
1330-20-7
Surrogates
I
Toluene-d8 (S)
107
% '
70-130
1
11/15/19 11:02
11/16/19 14:38
2037-26-5
4-Bromofluorobenzene (S)
95
% 1
70-130
1
11/15/19 11:02
11/15/19 14:38
460-00-4
1,2-Dich]oroethane-d4 (S)
79
%
70-132
1
11/15/19 11:02
11/15/19 14:38
17060-07-0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
64.2
% I
0.10
1
11/13/19 17:11
Total Organic Carbon
Analytical Method: EPA 9060A
Total Organic Carbon
39400
mg/kg''
1670
1
11/1611912:01
7440-44-0
Total Organic Carbon
43400
mg/kg
1670
1
11/16/19 12:01
7440-44-0
Total Organic Carbon
43800
mg/kg'
1670
1
11/16/19 12:01
7440-44-0
Total Organic Carbon
43800
mg/kg�
1670
1
11/1611912:01
7440-44-0
Mean Total Organic Carbon
42600
mg/kgl
1670
1
11/16/19 12:01
7440-44-0
Sample: D-3
Lab ID: 924533380031 Collected:
1110811911:40
Received: 11/12/19
10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted tbrpercent moisture, sample size and any dilutions.
Parameters
Results
Units I Report Limit
DF
Prepared
Analyzed
CAS No. Qual
8081 GCS Pesticides
Analytical Method: EPA 8081E
Preparation Method: EPA 3546
AIdrin
NO
ug/kg
11
5.5
1
11/18/1914:08
11/19/1911:23
309-00-2
REPORT OF
LABORATORY ANALYSIS
This report
shall not be reproduced, except In
full,
Date: 11/20/2019 12:24 PM
without the written
consent of Pace Analytical Services, LLC.
Page 11 of 52

aceAnalj6cal e
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-3 Lab ID: 92453338003 Collected: 11/08/19 11:40 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8081 GCS Pesticides
alpha-BHC
beta-BHC
delta-BHC
gamma-BHC (Undane)
Chlordane (Technical)
4,4'-DDD
4,4'-DDE
4,4'-DDT
Dieldrin
Endosulfan I
Endosulfan II
Endosulfan sulfate
Endrin
Endrin aldehyde
Endrin ketone
Heptachlor
Heptachlor epoxide
';sxachlorobenzene
elhoxychlor
Mirex
Toxaphene
Surrogates
Tetrachloro-m-xylene (S)
Decachlorobiphenyl (S)
9071 Oil and Grease
Oil and Grease
MADEP EPH NC Soil
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Surrogates
Nonatriacontane (S)
o-Terphenyl(S)
2-Fluerobiphenyl(S)
2-Bromonaphthalene (S)
VPH NC Soil
Aliphatic (C05-CO8)
Aliphatic (C09-C12)
Aliphatic(C09-C 12) Adjusted
Aromatic (C09-C10)
Surrogates
4-Bromo luorobenzene (FID) (S)
4-Bromofluorobenzene (PID) (S)
Analytical Method: EPA 8081B Preparation Method: EPA 3546
NO
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
319-84-6
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
319-85-7
NO
ug/kg
5.5
1
11/18/19 14:08
11/19119 11:23
319-86-8
NO
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
58-89-9
NO
ug/kg
19.3
1
11/18/19 14:08
11/19/19 11:23
57-74-9
NO
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
72-54-8
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
72-55-9
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
50-29-3
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
60-57-1
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
959-98-8
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
33213-65-9
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
1031-07-8
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
72-20-8
NO
ug/kg
5.5
1
11/18/19 14:08
1111911911:23
7421-93-4
NO
ug/kg
5.5
1
11/18/19 14:08
11/19119 11:23
53494-70-5
ND
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
76-44-8
NO
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
1024-57-3
NO
ug/kg
5.5
1
11/18/19 14:08
11/19/19 11:23
118-74-1
ND
ug/kg
13.8
1
11/18/19 14:08
11/19/19 11:23
72-43-5
ND
ug/kg
13.8
1
11/18/19 14:08
11/19/19 11:23
2385-85-5
ND
ug/kg
19.3
1
11/18/19 14:08
11/19/19 11:23
8001-35-2
61
%
15-130
1
11/18/19 14:08
11/19/19 11:23
877-09-8
48
%
10-130
1
11/18/19 14:08
11/19/19 11:23
2051-24-3
Analytical Method: 9071B Preparation Method: 9071E
NO mg/kg 194 1 11118/1910:20 11/1811910:33
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
ND
mg/kg
27.4
1
11/16/19 16:18
11/19/19 09:54
ND
mg/k9
27.4
1
11/16/19 16:18
11/1911909:54
NO
mg/kg
27.4
1
11/16/19 16:18
11/19/19 09:54
75
%
40-140
1
11/16/19 16:18
11/19/19 09:54
7194-86-7
69
%
40-140
1
11/16/19 16:18
11/19/19 09:54
84-15-1
94
%
40-140
1
11/16119 16:18
11/19/19 09:54
321-60-8
76
%
40-140
1
11/16/19 16:18
11/19/19 09:54
580-13-2
Analytical Method: MADEP VPH Preparation Method: MADEP VPH
N2
N2
N2
N2
ND
mg/kg
13.1
1
11/1311918:06
11113/1919:53
N2
ND
mg/kg
13.1
1
11/1311918:06
11/13/1919:53
N2
ND
mg/kg
13.1
1
11/13/19 18:06
11/13/19 19:53
N2
ND
mg/kgi
13.1
1
11/13/1918:06
11/13/1919:53
N2
92
%
70-130
1
11/13/19 18:06
11/13/19 19:53 460-00-4
92
%
70-130
1
11113/19 18:06
11/13/19 19:53 460-00-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 52

aceAnalytical e
W .pacelabsxanl
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Hunlersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-3 Lab ID: 924533380031 Collected: 11/0811911:40 Received: 11112119 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units ' Report Limit OF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3050B
Antimony
NO
mg/kg
0.93
1
11/15/19 11:27
11117/1922:27
7440-36-0 BC
Arsenic
13.5
mg/kg,
1.9
1
11/15/19 11:27
11/17/19 22:27
7440-38-2
Barium
25.7
mg/kg
0.93
1
11115/1911:27
11/1711922:27
7440-39-3
Beryllium
0.91
mg/kg
0.19
1
11/15/19 11:27
11/17/19 22:27
7440-41-7
Cadmium
0.32
mg/kg1
0.19
1
11/15/19 11:27
11/17/19 22:27
7440-43-9
Chromium
30.8
mg/kg1
0.93
1
11/15/19 11:27
11/17/19 22:27
7440-47-3
Cobalt
6.7
mg/kg 1,
0.93
1
11/15/19 11:27
11/17/19 22:27
7440-48-4
Copper
12.4
mg/kg
0.93
1
11/15/19 11:27
11/17/19 22:27
7440-50-8
Lead
16.3
mg/kg
0.93
1
11/15/19 11:27
11/17/19 22:27
7439-92-1
Nickel
9.6
mg/kg,
0.93
1
11/1511911:27
11/17/19 22:27
7440-02-0
Selenium
NO
mg/kg
1.9
1
11/15/19 11:27
11/1711922:27
7782-49-2
Silver
NO
mg/kg 1
0.93
1
11/15/19 11:27
11/17/19 22:27
7440-22-4
Thallium
NO
mg/kg
1.9
1
11/15/19 11:27
11/17/19 22:27
7440-28-0
Vanadium
44.9
mg/kg1
0.93
1
11/15/19 11:27
11/17/19 22:27
7440-62-2
Zinc
65.8
mg/kg,
1.9
1
11/1511911:27
11/17/19 22:27
7440-66-6
7471 Mercury
Analytical Method: EPA 7471E Preparation Method: EPA 7471B
)ercury
0.087
mg/kg,
0.0056
1
11/15/19 10:48
11/19/19 14:28
7439-97-6
6270E MSSV PAH Microwave
Analytical Method:
EPA 8,270E
Preparation Method: EPA 3546
Acenaphthene
ND
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
83-32-9
Acenaphthylene
NO
ug/kg
904
1
11/18/19 12:15
11/16/19 20:38
208-96-8
Anthracene
NO
ug/kg,
904
1
11118/1912:15
11/1811920:38
120-12-7
Benzo(a)anthracene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
56-55-3
Benzo(a)pyrene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
50-32-8
Benzo(b)Ouoranthene
NO
ug/kgi
904
1
11/18/19 12:15
11/18/19 20:38
205-99-2
Benzo(g,h,i)perylene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
191-24-2
Benzo(k)0uoranthene
NO
ug/kg
904
1
11/1811912:15
11/18/19 20:38
207-08-9
Chrysene
NO
ug/kg,
904
1
11/18/19 12:15
11/18/19 20:38
218-01-9
Dibenz(a,h)anthracene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
53-70-3
Fluoranthene
NO
ug/kg,
904
1
11/18/19 12:15
11/18/19 20:38
206-44-0
Fluorene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
86-73-7
Indeno(1,2,3-cd)pyrene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
193-39-5
1-Methy1naphthalene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
90-12-0
2-Methylnaphthalene
NO
ug/kg 1
904
1
11/18/19 12:15
11/18/19 20:38
91-57-6
Naphthalene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
91-20-3
Phenanthrene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
85-01-8
Pyrene
NO
ug/kg
904
1
11/18/19 12:15
11/18/19 20:38
129-00-0
Surrogates
Nitrobenzene-d5 (S)
62
%
23-110
1
11/18/19 12:15
11/18/19 20:38
4165-60-0
2-Fluorobiphenyl(S)
63
%
30-110
1
11/18/19 12:15
11/18/19 20:38
321-60-8
Terpheny1-d14 (S)
62
%
28-110
1
11/18/19 12:15
11/18/19 20:38
1718-51-0
8260D/5035A Volatile Organics Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Acetone 354 ug/kg 316 1 11/15/19 11:02 11115/19 15:26 67-64-1
REPORT OF LABORATORY ANALYSIS
This reporLhall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the wdhen consent of Pace Analytical Services, LLC. Page 13 of 52

aceAnaljftal e
www.Dacelabuom
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: D-3 Lab ID: 92453338003 Collected: 11108/1911:40 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No.
8260D15035A Volatile Organics
Analytical Method: EPA
9260D Preparation Method: EPA 5035A
Acrylonitrile
ND
ug/kg
316
1
11/15/19 11:02
11/15/19 15:26
107-13-1
Benzene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
71-43-2
Bromochloromethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
74-97-5
Bromodichlaromethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
75-27-4
Bromoform
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
75-25-2
Bromomethane
ND
ug/kg
31.6
1
11/15/19 11:02
11/15/19 15:26
74-83-9
2-Bulanone (MEK)
ND
ug/kg
316
1
11115/19 11:02
11/16/19 15:26
78-93-3
Carbon disulfide
ND
ug/kg
31.6
1
11/15/19 11:02
11/15/19 15:26
75-15-0
Carbon tetrachloride
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
56-23-5
Chlorobenzene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
108-90-7
Chloroethane
ND
ug/kg
31.6
1
11115/1911:02
11/15/19 15:26
75-00-3
Chloroform
ND
ug/kg
15.8
1
11/15119 11:02
11/15119 15:26
67-66-3
Chloromethane
ND
ug/kg
31.6
1
11/15/19 11:02
11/15119 15:26
74-87-3
Dibromochloromethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
124-48-1
Dibromomethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
95-50-1
_ 1,4-Dichlorobenzene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
106-46-7
--ans-1,4-Dichloro-2-butene
ND
ug/kg
15.8
1
11/15/19 11:02
11/16/19 15:26
110-57-6
.,1-Dichloroethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
75-34-3
1,2-Dichloroelhane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
107-06-2
1,1-Dichloroethene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
75-35-4
cis-1,2-Dichloroethene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
156-60-5
1,2-Dichloropropane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
78-87-5
cis-1,3-Dichloropropene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
10061-01-5
trans-1,3-Dichloropropene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
10061-02-6
Ethylbenzene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
100-41-4
2-Hexanone
ND
ug/kg
158
1
11/15/19 11:02
11/15/19 16:26
591-78-6
Iodomelhane
ND
ug/kg
31.6
1
11115/19 11:02
11/15119 15:26
74-88-4
Methylene Chloride
ND
ug/kg
63.3
1
11/15/19 11:02
11/15/19 15:26
75-09-2
4-Methyl-2-pentanone (MIBK)
ND
ug/kg
158
1
11/15/19 11:02
1111511915:26
108-10-1
Styrene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
79-34-5
Tetrachloroethene
ND
uglkg
15.8
1
11/15/19 11:02
11/15/19 15:26
127-18-4
Toluene
ND
uglkg
15.8
1
11/15/19 11:02
11/15/19 15:26
108-88-3
1,1,1-Trichloroethane
ND
uglkg
15.8
1
11/15/19 11:02
11/15/19 15:26
71-55-6
1,1,2-Trichloroethane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 16:26
79-00-5
Trchloroethene
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
79-01-6
Trichloroflucromethane
ND
ug/kg
15.8
1
11115119 11:02
11/15/19 15:26
75-69-4
1,2,3-Trichloropropane
ND
ug/kg
15.8
1
11/15/19 11:02
11/15/19 15:26
96-18-4
Vinyl acetate
ND
ug/kg
158
1
11/15/19 11:02
11/15/19 15:26
108-05-4
Vinyl chloride
ND
ug/kg
31.6
1
11/15/19 11:02
11/15/19 15:26
75-014
Xylene (Total)
ND
ug/kg
31.6
1
11/15/19 11:02
11/15/19 15:26
1330-20-7
Surrogates
Toluene-d8 (S)
110
%
70-130
1
11/15/19 11:02
11/15/19 15:26
2037-26-5
REPORT OF LABORATORY ANALYSIS
This repo shall not be reproduced, except in full,
Dale: 11I2012019 12:24 PM without the written consent of Pace Analytical Services, I.I.C.
Qual
A
M1
vl
vi
Page 14 of 52

aceAnalXlcal
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D3 Lab ID: 92453338003 Collected: 11/08/19 11:40 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted forpercent moisture, sample size and any dilutions.
Parameters Results Units � Report Limit OF Prepared Analyzed CAS No. Oual
8260D15035A Volatile Organics Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Surrogates
4-Bromofluorobenzene(S)
99 %
70-130
1
11/15/19 11:02 11/15/19 15:26
460-00-4
1,2-Dichloroethane-d4 (S)
79 %
70-132
1
11/15/19 11:02 11/15/19 15:26
17060-07-0
Percent Moisture
Analytical Method: AST
D2974-87
Percent Moisture
63.5 %
0.10
1
11/13/1917:11
Total Organic Carbon
Analytical Method: EPA E
060A
Total Organic Carbon
42800 mg/kg
1640
1
11/16/19 12:11
7440-44-0
Total Organic Carbon
39200 mg/kg
1640
1
11/16/19 12:11
7440-44-0
Total Organic Carbon
39100 mg/kg
1640
1
11/16/19 12:11
7440-44-0
Total Organic Carbon
40000 mg/kg
1640
1
11/16/19 12:11
7440-44-0
Mean Total Organic Carbon
40300 mg/kg
1640
1
11/16/19 12:11
7440-44-0
Sample: D-4 Lab ID: 924533380041 Collected: 11/08/19 12:20 Received: 11/12/19 10:45 Matrix: Solid
esu/fs reported on a "dry weight"basis and are adjusted forpercent moisture, sample size and any dilutions.
Parameters Results Units I Report Limit OF Prepared Analyzed CAS No. Oual
8081 GCS Pesticides Analytical Method: EPA §081B Preparation Method: EPA 3546
Alddn
ND
ug/kg
5.2
1
11/18/19 14:08
11/1911911:41
309-00-2
alpha-BHC
NO
uglkg
5.2
1
11/18/19 14:08
11/19119 11:41
319-84-6
beta-BHC
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
319-85-7
delta-BHC
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
319-86-8
gamma-BHC (Lindane)
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
58-89-9
Chlordane (Technical)
NO
ug/kg
18.2
1
11/18/19 14:08
11/19/19 11:41
57-74-9
4,4'-DDD
ND
uglkg
5.2
1
11/18/19 14:08
11119/1911:41
72-54-8
4,4'-DDE
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
72-55-9
4,4'-DDT
ND
uglkg
5.2
1
11/18/19 14:08
11/19/19 11:41
50-29-3
Dieldrin
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
60-57-1
Endosulfan I
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
959-98-8
Endosulfan ll
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
33213-65-9
Endosulfan sulfate
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
1031-07-8
Endrin
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
72-20-8
Endrin aldehyde
ND
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
7421-93-4
Endrin ketone
ND
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
53494-70-5
Heptachlor
ND
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
76-44-8
Heptachlor epoxide
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
1024-57-3
Hexachlorobenzene
NO
ug/kg
5.2
1
11/18/19 14:08
11/19/19 11:41
118-74-1
Methoxychlor
NO
ug/kg
13.0
1
11/18/19 14:08
11/19/1911:41
72-43-5
Mhex
NO
ug/kg
13.0
1
11/18/19 14:08
11/19/19 11:41
2385-85-5
Toxaphene
NO
ug/kg
18.2
1
11/18/19 14:08
11/19/19 11:41
8001-35-2
Surrogates
Tetrachloro-m-xylene (S)
70
%
15-130
1
11/18/19 14:08
11/19/19 11:41
877-09-8
17ecachlorobiphenyl(S)
76
%
10-130
1
11/18/19 14:08
11/19/19 11:41
2051-24-3
REPORT OF
LABORATORY
ANALYSIS
This repel
shall not be reproduced, except
in full,
Dale: 11/20/2019 12:24 PM
without the written
consent of Pace Analytical Services, I.I.C.
Page 15 of 52

aceAnalytical e
www.pacelilimont
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: DA Lab ID: 92453338004 Collected: 11108/1912:20 Received: 11112119 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units ' Report Limit DF Prepared Analyzed CAS No. Qual
9071 Oil and Grease
Oil and Grease
MADEP EPH NC Soil
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Surrogates
Nonatriacontane (S)
o-Terphenyl(S)
2-Fluorobiphenyl (S)
2-Bromonaphthalene (S)
VPH NC Soil
Aliphatic (C05-008)
Aliphatic (C09-C12)
Aliphatic(C09-C12) Adjusted
+rornatic (C09-C10)
surrogates
.: Bromofluorobenzene (FID) (S)
4-Bromofluorobenzene (PID) (S)
6010 MET ICP
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
7471 Mercury
Mercury
8270E MSSV PAH Microwave
Acenaphthene
Acenaphlhylene
Anthmcene
Dale: 11/20/2019 12:24 PM
Analytical Method: 90718 Preparation Method: 9071 B
ND mg/kg � 179 1 11/18/19 10:20 11118/1910:33
Analytical Method: MADI
ND
mg/kg
ND
mg/kg
ND
mg/kg
72
%
76
%
72
%
31
%
Analytical Method: MAD[
ND
mg/kg
ND
mg/kg
ND
mg/kg
ND
mg/kg
92
%
92
%
Analytical Method: EPA E
ND
12.4
25.7
0.87
0.28
32.2
6.6
13.3
21.8
9.4
ND
ND
NO
44.6
69.4
Analytical Method: EPA
0.14
Analytical Method:
N2
EPH Preparation Method: MADEP EPH
25.8
1
11/1611916:18
11/19/19 10:21
N2
25.8
1
11116/1916:18
11119/1910:21
N2
25.8
1
11/16/19 16:18
11119/1910:21
N2
40-140
1
11/16/19 16:18
11/19/19 10:21
7194-86-7
40-140
1
11/16/19 16:18
11/19/19 10:21
84-15-1
40-140
1
11/16/19 16:18
11119/19 10:21
321-60-8
40-140
1
11/16/19 16:18
11/19/19 10:21
580-13-2
SO
VPH Preparation Method: MADEP VPH
11.9
1
11/13/19 18:06
11/13/19 20:22
11.9
1
11/13/19 18:06
11/13/19 20:22
11.9
1
11/13/19 18:06
11/13/19 20:22
11.9
1
11/13/19 18:06
11/13/19 20:22
70-130
1
11/13/19 18:06
11/13/1920:22 460-00-4
70-130
1
11/13/19 18:06
11/1311920:22 460-00-4
Preparation Method: EPA 3050B
0.96
1
11/15/19 11:27
11117/1922:30
7440-36-0
1.9
1
11/15/19 11:27
11/17/19 22:30
7440-38-2
0.96
1
11/15/19 11:27
11117/1922:30
7440-39-3
0.19
1
11/15/19 11:27
11/17/19 22:30
7440-41-7
0.19
1
11/15/19 11:27
11/17/19 22:30
7440-43-9
0.96
1
11/15/19 11:27
11/17/19 22:30
7440-47-3
0.96
1
11/15/19 11:27
11/1711922:30
7440-48-4
0.96
1
11/15/19 11:27
11/17/19 22:30
7440-50-8
0.96
1
11/15/19 11:27
11/17/19 22:30
7439-92-1
0.96
1
11/1511911:27
11/17/19 22:30
7440-02-0
1.9
1
11/15/19 11:27
11/17/19 22:30
7782-49-2
0.96
1
11/15/19 11:27
11/17/19 22:30
7440-22-4
1.9
1
11/1511911:27
11/17/19 22:30
7440-28-0
0.96
1
11/15/19 11:27
11/17/19 22:30
7440-62-2
1.9
1
11/15/19 11:27
11/17/19 22:30
7440-66-6
Preparation Method: EPA 7471 B
0.023 5 11/15/19 10:48 11/19/19 15:28 7439-97-6
Preparation Method: EPA 3546
ND ug/kg 848 1 11/18/19 12:15 11/18/19 21:13 83-32-9
ND ug/kg 848 1 11/18/19 12:15 11/18/19 21:13 208-96-8
ND ug/kgj 848 1 11/18119 12:15 11/18/19 21:13 120-12-7
REPORT OF LABORATORY ANALYSIS
This repo r� shall not be reproduced, except in full,
Without the written consent of Pace Analytical Services, U.C.
N2
N2
N2
N2
BC
Page 16 of 52

Pace Analytical Services, LLC
aceAnalydcal a 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.cem [phone]
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338 r
Sample: D-4 Lab ID: 92453338004 Collected: 11/0811912:20 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
8270E MSSV PAH Microwave Analytical Method: EPA 8270E Preparation Method: EPA 3546
Benzo(a)anthracene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
56-55-3
Benzo(a)pyrene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
50-32-8
Benzo(b)fiuoranthene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
205-99-2
Benzo(g,h,i)perylene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
191-24-2
Benzo(k)auoranthene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
207-08-9
Chrysene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
218-01-9
Dibenz(a,h)anthracene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
53-70-3
Fluoranlhene
ND
ug/kg
848
1
11/18/19 12:15
11/1811921:13
206-44-0
Fluorene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
86-73-7
Indeno(1,2,3-cd)pyrene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
193-39-5
1-Methylnaphthalene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
90-12-0
2-Methylnaphthalene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
91-57-6
Naphthalene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
91-20-3
Phenanlhrene
ND
ug/kg
848
1
1111811912:15
11118/1921:13
85-01-8
Pyrene
ND
ug/kg
848
1
11/18/19 12:15
11/18/19 21:13
129-00-0
Surrogates
_ 1,11trobenzene-d5(S)
62
%
23-110
1
1111811912:15
11/18/19 21:13
4165-60-0
- Fluombiphenyl(S)
61
%
30-110
1
11/18/19 12:15
11/18/19 21:13
321-60-8
eryhenyl-dl4(S)
65
%
28-110
1
1111811912:15
1111811921:13
1718-51-0
8260D/5035A Volatile Organics
Analytical Method:
EPA
260D Preparation Method: EPA 5035A
Acetone
ND
ug/kg
289
1
11/15/19 11:02
11/15/19 15:51
67-64-1
Acrylonitrile
ND
ug/kg
289
1
1111511911:02
11/15/19 15:51
107-13-1
Benzene
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 15:51
71-43-2
Bromochloromethane
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 15:51
74-97-5
Bromodichloromethane
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 15:51
75-27-4
Bromoform
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 15:51
75-25-2
Bromomethane
ND
ug/kg
28.9
1
11/15/19 11:02
11/15/19 15:51
74-83-9
2-Butanone (MEK)
ND
ug/kgl
289
1
11115/19 11:02
11/15/19 15:51
78-93-3
Carbon disulfide
ND
ug/kgl
28.9
1
11115/1911:02
11/15/19 15:51
75-15-0
Carbon tetrachloride
ND
ug/kgl
14.4
1
11/15/19 11:02
11/15/19 15:51
56-23-5 v1
Chlorobenzene
ND
ug/kg1
14.4
1
11/15/19 11:02
11/15/19 15:51
108-90-7
Chloroethane
ND
ug/kg
28.9
1
11/1511911:02
11115/1915:51
75-00-3
Chloroform
ND
ug/kg
14.4
1
11/15119 11:02
11115119 15:51
67-66-3
Chloromethane
ND
ug/kg
28.9
1
11/15/19 11:02
11/15/19 15:51
74-87-3
Dibromochloromethane
ND
ug/k9
14.4
1
11/15/19 11:02
11/15/19 15:51
124-48-1
Dibromomethane
ND
ug/kg
14.4
1
11/16/19 11:02
11/15/19 15:51
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
14.4
1
11/15/19 11:02
11/16/19 15:51
95-50-1
1,4-Dichlorobenzene
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 15:51
10646-7
trans-1,4-Dichloro-2-butene
ND
ug/k1
14.4
1
11115/19 11:02
11/15/19 15:51
110-57-6
1,1-Dichloroelhane
ND
ug/kg1
14.4
1
11/15/19 11:02
11/15/19 15:51
75-34-3
1,2-Dichloroelhane
ND
ug/ky
14.4
1
11/15/19 11:02
11/15/19 15:51
107-06-2
1,1-Dichloroethene
ND
ug/k�
14.4
1
11/15/19 11:02
11/15/19 15:51
75-35-4
cis-1,2-Dichloroethene
ND
ug/k
14.4
1
11/15/19 11:02
11/15/19 15:51
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 16:51
156-60-5
1,2-Dichloropropane
ND
ug/kg
14.4
1
11/15/19 11:02
11/15/19 15:51
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Dale: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 52

aceAnalytical e
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-4 Lab ID: 92453338004 Collected: 11/08/19 12:20 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
8260DI5035A Volatile Organics
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomelhane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Tdchloroelhane
1,1,2-Tdchloroethane
Trichloroelhene
Trichlorolluoromelhane
2,3-Tdchloropropane
`(nyl acetate
Inyl chloride
Xylene (Total)
Surrogates
Toluene-d8 (S)
4-Bromonuorobenzene (S)
1,2-Dichloroethane-d4 (S)
Percent Moisture
Analytical Method: EPA 8
ND
ug/kg
ND
ug/kg
ND
ug/kg
ND
ug/kg
ND
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
NO
ug/kg
ND
ug/kg
NO
ug/kg
ND
ug/kg
ND
ug/kg
ND
ug/kg
ND
ug/kg
110 %
96 %
71 %
Analytical Method: AS-
260D Preparation Method: EPA 5035A
14.4
1
11/15/19 11:02
11/15/19 15:51
10061-01-5
14.4
1
11/15/19 11:02
11/15/19 15:51
10061-02-6
14.4
1
11 / 15119 11:02
11 /15119 15:51
10041-4
144
1
11/15/19 11:02
11/15/19 15:51
591-78-6
28.9
1
11/15/19 11:02
11115/19 15:51
74-88-4
57.8
1
11/15/19 11:02
11115/19 15:51
75-09-2
144
1
11/15/19 11:02
11/15/19 15:51
108-10-1
14.4
1
11/15/19 11:02
11/15/19 15:51
100-42-5
14.4
1
11/15/19 11:02
11/15/19 15:51
630-20-6
14.4
1
11/15/19 11:02
11/15/19 15:51
79-34-5
14.4
1
11/15/19 11:02
11/15/19 15:51
127-184
14.4
1
11/15/19 11:02
11/15/19 15:51
108-88-3
14.4
1
11/15/19 11:02
11/15/19 15:51
71-55-6
14.4
1
11/16/19 11:02
11115/19 15:51
79-00-5
14.4
1
11/15/19 11:02
11/15/19 15:51
79-01-6
14.4
1
11/15/19 11:02
11/15/19 15:51
75-69-4
14.4
1
11/15/19 11:02
11 /15119 15:51
96-18-4
144
1
11/15/19 11:02
11/15119 15:51
108-05-4
28.9
1
11 / 15119 11:02
11 /15119 15:51
75-01-4
28.9
1
11/15/19 11:02
11/15/19 15:51
1330-20-7
D2974-87
70-130 1 11/15/19 11:02 11/15/19 15:51 2037-26-5
70-130 1 11/15/19 11:02 11/15/19 15:51 460-004
70-132 1 11/15/19 11:02 11115/19 15:51 17060-07-0
v1
v1
Percent Moisture
61.6 %
I 0.10 1
11/13/19 17:11
Total Organic Carbon
Analytical Method: EPA 9060A
Total Organic Carbon
38600 mg/kg
1560 1
11/1611912:20
7440-44-0
Total Organic Carbon
36700 mg/kg
1560 1
11/16/19 12:20
7440-44-0
Total Organic Carbon
36900 mg/kg
1560 1
11/16/19 12:20
7440-44-0
Total Organic Carbon
37700 mg/kg
1560 1
11/16/19 12:20
7440-44-0
Mean Total Organic Carbon
37500 mg/kg
1560 1
11/16/19 12:20
7440-44-0
Sample: D5
LAID: 92453338005
Collected: 11/08/19 13:45 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for
ercent moisture, sample size and any dilutions.
Parameters
Results Units
Report Limit DF Prepared
Analyzed
CAS No. Qua]
8081 GCS Pesticides
Analytical Method: EPA 8061E
Preparation Method: EPA 3546
Aldrin
ND ug/kg
22.2 4 11/18/19 14:08
11/19/19 12:00
309-00-2
alpha-BHC
ND ug/kg
22.2 4 11/18/19 14:08
11/19/19 12:00
319-84-6
beta-BHC
ND ug/kg
22.2 4 11/18/19 14:08
11/19/19 12:00
319-85-7
"elta-BHC
ND ug/kg
22.2 4 11/18/19 14:08
11/1911912:00
319-86-8
a
REPORT QF
LABORATORY ANALYSIS
This report
shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM
without the writt�n
consent of Pace Analytical Services, LLC.
Page 18 of 52

aceAnalytical e
w .iucelebsxom
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-5
Lab ID: 92453338005
Collected: 11/08/19
13:45
Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for
percent moisture, sample size and any dilutions.
Parameters
Results
Units
Report Limit
DF
Prepared
Analyzed
CAS No. Oual
8081 GCS Pesticides
Analytical Method: EPA 8081
B Preparation Method: EPA 3546
gamma-BHC (Lindane)
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
58-89-9
Chlordane (Technical)
ND
ug/kg
77.6
4
11/18/19 14:08
11/19/19 12:00
57-74-9
4,4'-DDD
NO
ug/kg
22.2
4
11118/1914:08
11/19/19 12:00
72-54-8
4,4'-DDE
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
72-55-9
4,4'-DDT
NO
ug/kg
22.2
4
11/18/19 14:08
11119/1912:00
50-29-3
Dieldrin
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
60-57-1
EndosulfanI
ND
ug/kg
22.2
4
11/18/19 14:08
11119119 12:00
959-98-8
Endosulfan II -
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
33213-65-9
Endosulfan sulfate
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
1031-07-8
Endrin
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
72-20-8
Endrin aldehyde
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
7421-93-4
Endrin ketone
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
53494-70-5
Heptachlor
NO
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
76-44-8
Heptachlor epoxide
NO
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
1024-57-3
Hexachlorobenzene
ND
ug/kg
22.2
4
11/18/19 14:08
11/19/19 12:00
118-74-1
Methoxychlor
NO
ug/kg
55.4
4
11/18/19 14:08
11/19/19 12:00
72-43-5
Mirex
ND
ug/kg
66.4
4
11/18/19 14:08
11/19/19 12:00
2385-85-5
3xaphene
ND
ug/kg
77.6
4
11118119 14:08
11/19/19 12:00
8001-35-2
"'urrogates
-- ietrachloro-m-xylene (S)
67
%
15-130
4
11/18/19 14:08
11/19/19 12:00
877-09-8 D3
Decachlorobiphenyl(S)
95
%
10-130
4
11/18/19 14:08
11/19/19 12:00
2051-24-3
9071 Oil and Grease
Analytical Method:
9071B
Preparation Method:
9071B
Oil and Grease
NO
mgikg
I 195
1
11/18/19 10:20
11/18119 10:33
N2
MADEP EPH NC Soil
Aliphatic (C09-C18)
Aliphatic (C19-C36)
Aromatic (C11-C22)
Surrogates
Nonatriacontane (S)
o-Terphenyl(S)
2-Fluorobiphenyl (S)
2-Bromonaphthalene (S)
VPH NC Soil
Aliphatic (CO5-COB)
Aliphatic (C09-C12)
Aliphatic(C09-C12) Adjusted
Aromatic (C09-C10)
Surrogates
4-Bromofluorobenzene (FID)(S)
4-Bromofluorobenzene (PID)(S)
6010 MET ICP
- Antimony
Date: 11/20/2019 12:24 PM
Analytical Method: MAD
P EPH Preparation Method: MADEP EPH
NO
mg/kg
28.3
1
11/16/19 16:18
11/19/19 10:49
ND
mg/kg
28.3
1
11116/1916:18
11119/1910:49
NO
mglkg
28.3
1
11/16/19 16:18
11/19/19 10:49
73
%
40-140
1
11/16/19 16:16
11/19/19 10:49
7194-86-7
65
%
40-140
1
11/16/19 16:18
11/19/19 10:49
84-15-1
93
%
40-140
1
1111611916:18
11/19/19 10:49
321-60-8
89
%
40-140
1
11116119 16:18
11/19/19 10:49
580-13-2
Analytical Method:
ND mg/kg
ND mg/kg
ND mg/kg
ND mgikg
96 %
95 %
Analytical Method: EPA
NO mg/kg
Preparation Method: MADEP VPH
12.7 1
11/13/19 18:06
11/13/19 20:51
12.7 1
11/13/19 18:06
11/13/19 20:51
12.7 1
11/13/19 18:06
11/13119 20:51
12.7 1
11/13/19 18:06
11/13/19 20:51
70-130 1 11/13/19 18:06 11/13/19 20:51 460-00-4
70-130 1 11/13/19 18:06 11113/19 20:51 460-00-4
1OD Preparation Method: EPA 3050B
N2
N2
N2
N2
N2
N2
N2
0.98 1 11/15/19 11:27 11/17/19 22:33 7440-36-0 BC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, U.C.
Page 19 of 52

aceAnalytical e
www.pacelfllimam
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersviile, NC 28078
[phone]
Sample: D-5 Lab ID: 92453338005 Collected: 11108/19 13:45 Received: 11/12119 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for�jrercent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
7471 Mercury
, ,ercury
170E MSSV PAH Microwave
Acenaphthene
Acenaphthylene
Anthmcene
Benzo(a)anthmcene
Benzo(a)pyrene
Benzo(b)Ouoranthene
Benzo(g,h,i)perylene
Benzo(k)0uomnlhene
Chrysene
Dibenz(a,h)anthracene
Fluoranthene
Fluorene
Indeno(1,2,3-cd)pyrene
1-Methylnaphlhalene
2-Methylnaphlhalene
Naphthalene
Phenanlhrene
Pyrene
Surrogates
Nitrobenzene-d5 (S)
2-Fluorobiphenyl(S)
Terphenyl-d14 (S)
8260DI5035A Volatile Organics
Acetone
Acrylonitrile
t
Date: 11/20/2019 12:24 PM
i
Analytical Method: EPA 601 OD Preparation Method: EPA 3050E
8.9
22.2
0.67
0.26
26.2
5.4
12.3
17.6
8.0
NO
ND
ND
33.7
56.2
Analytical Method: EPA
0.11
Analytical Method: EPA
NO
NO
NO
NO
NO
NO
ND
ND
NO
NO
ND
NO
ND
NO
NO
NO
NO
NO
62
%
48
%
38
%
Analytical Method: EPA
ND
ug/kc
NO
ua/kc
2.0
1
11/15/19 11:27
11/17/19 22:33
7440-38-2
0.98
1
11/15/19 11:27
11/17/19 22:33
7440-39-3
0.20
1
11/15/19 11:27
11/17/19 22:33
7440-41-7
0.20
1
11/15/19 11:27
11/17/19 22:33
7440-43-9
0.9B
1
11/15/19 11:27
11/17/19 22:33
7440-47-3
0.98
1
11/15/19 11:27
11/17/19 22:33
7440-48-4
0.98
1
11/15/19 11:27
11/17/19 22:33
7440-50-8
0.98
1
11/15/19 11:27
11/17/19 22:33
7439-92-1
0.98
1
11/15/19 11:27
11/17/19 22:33
7440-02.0
2.0
1
11/15/19 11:27
11/17/19 22:33
7782-49-2
0.98
1
11/15/19 11:27
11/17/19 22:33
7440-22-4
2.0
1
11/15/19 11:27
11/17/19 22:33
7440-28-0
0.98
1
11/15/19 11:27
11/1711922:33
7440-62-2
2.0
1
11/15/19 11:27
11/17/19 22:33
7440-66.6
Preparation Method: EPA 7471 B
0.0051 1 11/15/19 10:48 11/19/19 14:33 7439-97-6
Preparation Method: EPA 3546
930
1
11/19/19 12:25
11/19/19 13:10
83-32-9
930
1
11/1911912:25
11/19/19 13:10
208-96-8
930
1
11/19/19 12:25
11/19/19 13:10
120-12-7
930
1
11/19/19 12:25
11/19/19 13:10
56-55-3
930
1
11/19/19 12:25
11/19/19 13:10
50-32-8
930
1
11/19/19 12:25
11/19/19 13:10
205-99-2
930
1
11/19/19 12:25
11/19/19 13:10
191-24-2
930
1
11/19/19 12:25
11/19/19 13:10
207-08-9
930
1
11/19/19 12:25
11/19/19 13:10
218-01-9
930
1
11/19/19 12:25
11/19/19 13:10
53-703
930
1
11/19/19 12:25
11/19/19 13:10
206-44-0
930
1
11/1911912:25
11/19/19 13:10
86-73-7
930
1
11/19/19 12:25
11/19/19 13:10
193-39-5
930
1
11/19/19 12:25
11/19/19 13:10
90-12-0
930
1
11/19/19 12:25
11/19/19 13:10
91-57-6
930
1
11/19/19 12:25
11/1911913:10
91-20-3
930
1
11/19/19 12:25
11/19119 13:10
85-01-8
930
1
11/19/19 12:25
11/19/19 13:10
129-00-0
23-110
1
11/19/19 12:25
11/19/19 13:10
4165-60-0
30-110
1
11/19119 12:25
11/19/19 13:10
321-60-8
28-110
1
11/19/19 12:25
11/19/19 13:10
1718-51-0
Preparation Method: EPA 5035A
306 1 11/15/19 11:02 11/18/19 11:45 67-64-1
306 1 11/15/19 11:02 11/18/19 11:45 107-13-1
REPORT OF LABORATORY ANALYSIS
This
without thi
tall not be reproduced, except in full,
consent of Pace Analytical Services, L-C.
Page 20 of 52

aceAnalytical
w ..pacelabsxam
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-5 Lab ID: 92453338005 Collected: 11/08/19 13:45 Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D15035A Volatile Organics Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Benzene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
71-43-2
Bromochloromethane
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
74-97-5
Bromodichloromelhane
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
75-27-4
Bromoform
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
75-25-2
Bromomethane
NO
ug/kg
30.6
1
11115/19 11:02
11/18/19 11:45
74-83-9
2-Butanone (MEK)
NO
ug/kg
306
1
11/15/19 11:02
11118/19 11:45
78-93-3
Carbon disulfide
NO
ug/kg
30.6
1
11/15/19 11:02
11118/19 11:45
75-15-0
Carbon tetrachloride
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
56-23-5
Chlorobenzene
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
108-90-7
Chloroethane
ND
ug/kg
30.6
1
11/15/19 11:02
11/18/19 11:45
75-00-3
Chloroform
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
67-66-3
Chloromelhane
ND
ug/kg
30.6
1
11/16/19 11:02
11/18/19 11:45
74-87-3
Dibromochloromethane
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
124-48-1
Dibromomethane
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
74-95-3
1,2-Dichlorobenzene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
95-50-1
1,4-Dichlorobenzene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
106-46-7
tans-1,4-Dichlorc-2-butene
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
110-57-6
1-Dichloroethane
NO
ug/kg
15.3
1
11/15/19 11:02
11/1811911:45
75-34-3
,2-Dichlomethane
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
107-06-2
1,1-Dichloroethene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
75-35-4
cis-1,2-Dichloroethene
ND
ug/kg
15.3
1
11/15/19 11:02
11/1811911:45
156-59-2
trans-1,2-Dichloroethene
ND
ug/kg
15.3
1
11/15119 11:02
11/18/19 11:45
156-60-5
1,2-Dichloropropane
ND
ug/kg
15.3
1
11/15119 11:02
11/18/19 11:45
78-87-5
cis-1,3-Dichloropropene
ND
ug/kg
15.3
1
11/15119 11:02
11/18/19 11:45
10061-01-5
trans-1,3-Dichloropropene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
10061-02-6
Elhylbenzene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18119 11:45
100-41-4
2-Hexanone
ND
ug/kg
153
1
11/15/19 11:02
11/18/19 11:45
591-78-6
lodomelhane
ND
ug/kg
30.6
1
11/15/19 11:02
11/18/19 11:45
74-88-4
Methylene Chloride
ND
ug/kg
61.2
1
11/15/19 11:02
11/18/19 11:45
75-09-2
4-Methyl-2-pentanone (MIBK)
ND
ug/kg
153
1
11/15/19 11:02
11/18/19 11:45
108-10-1
Styrene
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
630-20-6
1,1,2,2-Tetrachloroethane
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
79-34-5
Tetrachloroethene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
127-18-4
Toluene
NO
ug/kg
15.3
1
11115/19 11:02
11/18/19 11:45
108-88-3
1,1,1-T6chloroelhane
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
71-55-6
1,12-Trichloroelhane
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
79-00-5
Trichloroethene
ND
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
79-01-6
Trichlorofluoromethane
ND
ug/kg
16.3
1
11/15/19 11:02
11/18/19 11:45
75-69-4
1,2,3-Tdchloropropane
NO
ug/kg
15.3
1
11/15/19 11:02
11/18/19 11:45
96-18-4
Vinyl acetate
NO
ug/kg
153
1
11/15/19 11:02
11/18/19 11:45
108-05-4
Vinyl chloride
NO
ug/kg
30.6
1
11/15/19 11:02
11/18/19 11:45
75-01-4
Xylene (Total)
ND
ug/kg
30.6
1
11/15/19 11:02
11/18/19 11:45
1330-20-7
Surrogates
Toluene-d8 (S)
104
%
70-130
1
11/15/19 11:02
11/18/19 11:45
2037-26-5
4-Bromofluorobenzene (S)
94
% 1
70-130
1
11/15119 11:02
11/1811911:45
460-00-4
REPORT
OF
LABORATORY
ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, Li-C. Page 21 of 52

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville, NC 28078
www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-5 Lab ID: 92453338005 Collected: 11/08/19 13:45 Received: 11112/19 10:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted forpercent moisture, sample size and any dilutions.
Parameters Results Units I Report Limit OF Prepared Analyzed CAS No. Qual
8260D/5035A Volatile Organics
Analytical Method: EPA 8260D Preparation Method: EPA 5035A
Surrogates
1,2-Dichloroethane-d4 (S)
69 %
70-132
1 11/15/19 11:02
11/18/19 11:45
17060-07-0 S1
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
64.2 %
0.10
1
11/13/19 17:11
Total Organic Carbon
Analytical Method: EPA 9060A
Total Organic Carbon
41700 mg/kgi
1670
1
11/16/19 12:30
7440-44-0
Total Organic Carbon
33000 mg/kgi
1670
1
11/16/19 12:30
7440-44-0
Total Organic Carbon
35500 mglkg
1670
1
11/16/19 12:30
744044-0
Total Organic Carbon
36800 mg/kg
1670
1
11/16/19 12:30
744044-0
Mean Total Organic Carbon
36700 mg/kg
1670
1
11116/19 12:30
744044-0
Sample: D-1 Duplicate Lab ID: 92453338007, Collected: 11/08/19 10:15 Received: 11/12/1910:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted torpercent moisture, sample size and any dilutions.
- Parameters Results Unilsl Report Limit OF Prepared Analyzed CAS No. Qual
JJ10 MET ICP
Analytical Method: EPA
010D Preparation Method: EPA 3050B
Antimony
NO
mg/k
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-36-0 BC
Arsenic
13.1
mg/kd
1.7
1
11/15/19 11:27
11/17/19 22:36
7440-38-2
Barium
30.6
mg/kg'
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-39-3
Beryllium
1.0
mglkd
0.17
1
11/15/19 11:27
11/17/19 22:36
7440-41-7
Cadmium
0.31
mg/kd
0.17
1
11/1511911:27
11/17/19 22:36
7440-43-9
Chromium
34.4
mg/k
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-47-3
Cobalt
8.0
mg/kg
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-48-4
Copper
14.7
mg/kg
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-50-8
Lead
19.2
mglkd
0.86
1
11/15/19 11:27
11/17/19 22:36
7439-92-1
Nickel
11.1
mg/k
1
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-02-0
Selenium
NO
mg/kl
1.7
1
11/15/19 11:27
11/17/19 22:36
7782-49-2
Silver
NO
mg/kq
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-22-4
Thallium
NO
mg/kg
1.7
1
11/15/19 11:27
11/17/19 22:36
7440-28-0
Vanadium
50.2
mg
0.86
1
11/15/19 11:27
11/17/19 22:36
7440-62-2
Zinc
78.6
mg/k1
1.7
1
11/15/19 11:27
11/17/19 22:36
7440-66-6
7471 Mercury
Analytical Method:
EPA
Ij7471B Preparation Method: EPA 7471B
Mercury
0.11
mg/kg
0.0088
1
11/15/19 10:48
11/19/19 14:36
7439-97-6
Percent Moisture
Analytical Method: ASTM
D2974-87
Percent Moisture
67.5
%
0.10
1
11/13/19 17:11
Total Organic Carbon
Analytical Method:
EPA
r9060A
Total Organic Carbon
50800
mg/kg
1850
1
11/16/19 12:45
7440-44-0
Total Organic Carbon
51900
mg/kg
1850
1
11/16/1912:45
7440-44-0
REPORT OF LABORATORY ANALYSIS
This repott shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the wdtlen consent of Pace Analytical Services, LLC. Page 22 of 52

i
Pace Analytical Services, LLC
1
ceAndl, kal 9800 ncey Ave. Suite 100
�/( Huntersville, NC 28078078
www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: Cape Fear Dredge
Pace Project No.: 92453338
Sample: D-1 Duplicate
Lab ID: 92453338007 Collected: 11/0811910:15
Received: 11/12/19 10:45 Matrix: Solid
Results reported on a "dry weight' basis and are adjusted for�percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit OF
Prepared Analyzed
CAS No. Qua[
Total Organic Carbon
Analytical Method: EPA 9060A
Total Organic Carbon
50600 mg/kg 1850 1
11/16/19 12:45
7440-44-0
Total Organic Carbon
52200 mg/kg 1850 1
11/16/19 12:45
7440-44-0
Mean Total Organic Carbon
51400 mg/kg 1850 1
11/16/19 12:45
7440-44-0
Sample: D-1 Triplicate Lab ID: 92453338008 Collected: 11108/1910:15 Received: 11/1211910:45 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 601 OD Preparation Method: EPA 3050E
Antimony
Arsenic
Barium
Beryllium
Cadmium
^hromium
obalt
opper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
7471 Mercury
Mercury
Percent Moisture
Percent Moisture
Total Organic Carbon
Total Organic Carbon
Total Organic Carbon
Total Organic Carbon
Total Organic Carbon
Mean Total Organic Carbon
Date: 11/20/2019 12:24 PM
NO
mg/kg
1.1
16.9
mg/kg
2.2
42.2
mg/kg
1.1
1.1
mg/kg
0.22
0.40
mg/kg
0.22
42.0
mg/kg
1.1
8.5
mg/kg
1.1
16.5
mg/kg
1.1
21.6
mg/kg
1.1
13.4
mg/kg
1.1
NO
mg/kg
2.2
NO
mg/kg
1.1
ND
mg/kg
2.2
65.0
mg/kg
1.1
88.7
mg/kg
2.2
Analytical Method: EPA7471B Preparation Metho
11/15/19 11:27 11/17/19 22:39 7440-36-0 BC
11/15/19 11:27 11/17/19 22:39 7440-38-2
11/15/19 11:27 11/17/19 22:39 7440-39-3
11/15/19 11:27 11/17/19 22:39 7440-41-7
11/15/19 11:27 11/17/19 22:39 7440-43-9
11/15/19 11:27 11/17/19 22:39 7440-47-3
11/15/19 11:27 11/17/19 22:39 7440-48-4
11/15/19 11:27 11/17/19 22:39 7440-50-8
11/15/19 11:27 11/17/19 22:39 7439-92-1
11/15/19 11:27 11/17/19 22:39 7440-02-0
11/15/19 11:27 11/17/19 22:39 7782-49-2
11/15/19 11:27 11/17/19 22:39 7440-22-4
11/15/19 11:27 11/17/19 22:39 7440-28-0
11/15/19 11:27 11/17/19 22:39 7440-62-2
11/15/19 11:27 11/17/19 22:39 7440-66-6
is EPA 7471 B
0.13 mg/kg 0.0079 1 11/15/1910:48 11/1911914:43 7439-97-6
Analytical Method: ASTM D2974-87
66.0
%
Analytical Method: EPA 9060A
50500
mg/kg
50200
mg/kg
49700
mg/kg
51000
mg/kg
50300
mg/kg
0.10 1
11/13/19 17:11
1770 1
11/16/19
12:54
7440-44-0
1770 1
11/16/19
12:54
7440-44-0
1770 1
11/16/19
12:54
7440-44-0
1770 1
11/16/19
12:54
7440-44-0
1770 1
11/16/19
12:54
744044-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Without the written consent of Pace Analytical Services, U.C.
Page 23 of 52

aceAnalytical
www.pacelabs.com
QUAILITY CONTROL DATA
Project: Cape Fear Dredge
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Pace Project No.: 92453338
QC Balch: 510067
Analysis
Method: 9071E
QC Batch Method: 9071B
Analysis
Description: 9071 Oil and Grease
Associated Lab Samples: 92453338001, 92453338002, 92453338003,
92453338004, 92453338005
METHOD BLANK: 2737032
Matrix: Solid
Associated Lab Samples: 92453338001, 92453338002, 92453338003,
92453338004, 92453338005
Blank
Reporting
Parameter
Units
R
sult Limit Analyzed Qualifiers
Oil and Grease
mg/kg
ND 69.5 11/18/19 10:33 N2
LABORATORY CONTROL SAMPLE:
2737033
SpikD
LIDS LCS %Rec
Parameter
Units
Conc.
Result % Rec Limits Qualifiers
Oil and Grease
mg/kg
1
10 1310 100 78-114 N2
MATRIX SPIKE SAMPLE:
2737034
924
2243001 Spike MS MS
%Rec
Parameter
Units
Result Conc. Result %Rec
Limits Qualifiers
!il and Grease
mg/kg
1230 1530 2490 83
78-114 N2
MATRIX SPIKE SAMPLE:
2737036
924
3338001 Spike MS MS
% Rec
Parameter
Units
Result Conc. Result % Rec
Limits Qualifiers
Oil and Grease
mg/kg
NO 4060 3570 83
78-114 N2
„ Results presented on this page are In the units Indicated by
the'Units" column except where an alternate unit Ispresented to the right or the result.
REPORT
OF LABORATORY ANALYSIS
This repo
shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM
without the wriff
n consent of Pace Analytical Services, U.C.
Page 24 of 5:

aceAnalXkal e
www.pacelabs.com
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Balch: 509289 Analysis Method: MADEP VPH
QC Batch Method: MADEP VPH Analysis Description: VPH NC Soil
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338005
METHOD BLANK: 2733199
Matrix:
Solid
Associated Lab Samples: 92453338001, 92453338002, 92453i338003, 92453338004, 92453338005
Blank
Reporting
Parameter
Units Result
Limit
Analyzed Qualifiers
Aliphatic (CO5-008)
mg/kg
ND
2.5
11/13/19 14:58 N2
Aliphatic(C09-C12)
mg/kg
ND
2.5
11/13/19 14:58 N2
Aromatic (C09-C10)
mg/kg
NO
2.5
11/13/19 14:58 N2
4-Bromofluorobenzene (FID) (S)
e/
93
70-130
11/13/19 14:58
4-Bromofluorobenzene (PID) (S)
%
94
70-130
11/13/19 14:58
LABORATORY CONTROL SAMPLE & LCSD: 2733200
Parameter
Units
Aliphatic (C05-008)
mg/kg
Aliphatic (C09-C12)
mg/kg
_ Aromatic (C09-C10)
mg/kg
' ,;-Bromofluorobenzene (FID) (S)
%
-Bromofluorobenzene (PID) (S)
%
2733201
LCS
LCSD
LCS
LCSD
% Rao
Result
Result
% Rao
% Rec
Limits
1.9 13.5
13.6
91
91
70-130
1.9 14.9
15.1
100
101
30-130
5 5.0
5.0
100
100
70-130
97
100
70-130
97
100
70-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Max
RPD RPD Qualifiers
0 25 N2
1 25 N2
0 25 N2
Results presented on this page are in the units indicated by the 'Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, U.C.
Page 25 of 52

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
aceAnalXical Huntersville, NC 28078
www.pacelobs.com [phone]
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Balch: 509724 Analysis Method: EPA 7471B
QC Balch Method: EPA 7471B Analysis Description: 7471 Mercury
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338095, 92453338007, 92453338008
METHOD BLANK: 2735482 Matrix: Solid
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338005, 92453338007, 92453338008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury mg/kg I ND 0.0060 11/19/1914:14
LABORATORY CONTROL SAMPLE: 2735483
Spike LCS LCS % Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
Mercury mg/kg 0�083 0.081 97 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2735484 1 2735485
MS MSD
92453338001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc Conc. Result Result % Rao % Rae Limits RPD Qua[
''Aercury mg/kg 0.090 014 0.16 0.28 0.32 139 145 75-125 11 M1
- - Results presented on this page am In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result
REPORT bF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 11/20/201912:24 PM without the written consent of Pace Analytical Services,LLC.
Page 26 of 52

aceAnalytical e
lum.pacelabs.com
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersville, NC 28078
[phone]
QC Balch: 509739 Analysis Method: EPA 601 OD
QC Batch Method: EPA 3050B Analysis Description: 6010 MET
Associated Lab Samples: 92453338001, 92453338002, 92453,338003, 92453338004, 92453338005, 92453338007, 92453338008
METHOD BLANK: 2735572
Associated Lab Samples: 92453338001, 92453338002,
Parameter
Units
Antimony
mg/kg
Arsenic
mg/kg
Barium
mg/kg
Beryllium
mg/kg
Cadmium
mg/kg
Chromium
mg/kg
Cobalt
mg/kg
Copper
mg/kg
Lead
mg/kg
Nickel
mg/kg
Selenium
mg/kg
Silver
mg/kg
Thallium
mg/kg
:'anadium
mg/kg
?Inc
mg/kg
Matrix: Solid
8003,92453338004,92453338005,92453338007,92453338008
ik Reporting
A Limit Analyzed Qualifiers
ND
0.50
11/18/19 22:26 BC
NO
1.0
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
0.10
11/17/19 21:59
NO
0.10
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
1.0
11/17/19 21:59
NO
0.50
11/17/19 21:59
NO
1.0
11/18/19 22:26
NO
0.50
11/17/19 21:59
NO
1.0
11/1711921:59
LABORATORY CONTROL SAMPLE:
Parameter
2735573
Units
Spi
Con
a
LCS
Result
LCS
%Rec
% Rae
Limits
Antimony
mg/kg
50
47.7
95
80-120
Arsenic
mg/kg
50
47.4
95
80-120
Barium
mg/kg
50
50.7
101
80-120
Beryllium
mg/kg
i 50
50.4
101
80-120
Cadmium
mg/kg
50
47.9
96
80-120
Chromium
mg/kg
50
50.1
100
80-120
Cobalt
mg/kg
i 50
50.0
100
80-120
Copper
mg/kg
50
49.8
100
80-120
Lead
mg/kg
50
48.7
97
80-120
Nickel
mg/kg
50
49.4
99
80-120
Selenium
mg/kg
50
42.4
85
80-120
Silver
mg/kg
25
24.1
96
80-120
Thallium
mg/kg
50
48.0
96
80-120
Vanadium
mg/kg
5o
50.4
101
80-120
Zinc
mg/kg
50
47.8
96
80-120
Qualifiers
Results presented on this page are In the units Indicated by the "units" column except where an alternate unit Is presented to the right of the result.
Date: 11/20/2019 12:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, -I-C.
Page 27 of 52

Pace Analytical Services, LLC
aceAnalXical a 9800 Kincey Ave. Suite 100
Huntersville, NC 28078078
www.Ixfcehibs.com [phone]
QUALITY CONTROL DATA
Project:
Cape Fear Dredge
Pace Project No.:
92453338
MATRIX SPIKE &
MATRIX SPIKE DUPLICATE:
2735574
2735575
MS
MSD
92453338001
Spike
Spike
MS
MSD
MS
MSD
%Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rao
% Rec
Limits
RPD Qual
Antimony
mg/kg
ND
1�35
126
31.3
32.0
23
25
75-125
2 M1
Arsenic
mg/kg
15.4
1�35
126
133
125
88
87
75-125
7
Barium
mg/kg
33.9
135
126
173
156
103
97
75-125
11
Beryllium
mg/kg
1.2
135
126
127
117
93
92
75-125
8
Cadmium
mg/kg
0.35
1�35
126
121
113
90
89
75-125
7
Chromium
mg/kg
40.8
1135
126
175
160
99
95
75-125
9
Cobalt
mg/kg
9.2
135
126
132
123
91
90
75-125
7
Copper
mg/kg
16.4
1�35
126
150
139
99
97
75-125
8
Lead
mg/kg
20.2
135
126
139
129
88
87
75-125
7
Nickel
mg/kg
12.9
135
126
136
126
92
90
75-125
8
Selenium
mg/kg
ND
1
5
126
109
101
79
78
75-125
8
Silver
mg/kg
ND
6
3
63
61.5
56.9
91
90
75-125
8
Thallium
mg/kg
ND
135
126
117
108
86
86
75-125
8
Vanadium
mg/kg
61.8
135
126
200
183
103
96
75-125
9
Zinc
mg/kg
84.5
1,35
126
209
194
92
87
75-125
8
Results presented on this page are In the units Indicated le the 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This repo shall not be reproduced, except In full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, I.I.C.
Page 28 of 52

aceAnalytical
www.pacelebs.com
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Batch: 509600 Analysis Method: EPA 8260D
QC Batch Method: EPA 5035A Analysis Description: 8260D MSV 5035A Volatile Organics
Associated Lab Samples: 92453338001 I
METHOD BLANK: 2734822
Associated Lab Samples: 92453338001
Parameter
Units
1,1,1,2-Tetmchloroethane
ug/kg
1,1,1-Trichloroethane
ug/kg
1,1,2,2-Tetrachloroethane
ug/kg
1,1,2-Trichloroethane
ug/kg
1,1-Dichloroelhane
ug/kg
1,1-Dichloroethene
ug/kg
1,2,3-Trichloropropane
ug/kg
1,2-Dichlorobenzene
ug/kg
1,2-Dichloroelhane
ug/kg
1,2-Dichloropropane
ug/kg
1,4-Dichlorobenzene
ug/kg
2-Butanone (MEK)
ug/kg
2-Hexanone
ug/kg
-Methyl-2-pentanone(MIBK)
ug/kg
,ketone
ug/kg
=lcrylonitrile
ug/kg
Benzene
ug/kg
Bromochloromethane
ug/kg
Bromodichloromethane
ug/kg
Bromoform
ug/kg
Bromomethane
ug/kg
Carbon disulfide
ug/kg
Carbon tetrachloride
ug/kg
Chlorobenzene
ug/kg
Chloroethane
ug/kg
Chloroform
ug/kg
Chloromethane
ug/kg
cis-1,2-Dichloroethene
ug/kg
cis-1,3-Dichloropropene
ug/kg
Dibromochloromethane
ug/kg
Dibromomethane
ug/kg
Ethylbenzene
ug/kg
lodomethane
ug/kg
Methylene Chloride
ug/kg
Styrene
ug/kg
Tetrachloroethene
ug/kg
Toluene
ug/kg
trans-1,2-Dichloroethene
ug/kg
trans-1,3-Dichloropropene
ug/kg
trans-1,4-Dichloro-2-bulene
ug/kg
Trichloroethene
ug/kg
Matrix: Solid
Reporting
Limit
Analyzed
NO
5.0
11/14/19
09:58
ND
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
ND
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
100
11/14/19
09:58
NO
50.0
11/14/19
09:58
NO
50.0
11/14/19
09:58
NO
100
11/14/19
09:58
NO
100
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11114/1909:58
NO
5.0
11/14/19
09:58
NO
10.0
11/14/19
09:58
ND
10.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
10.0
11/14/19
09:58
ND
5.0
11/14/19
09:58
NO
10.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
ND
10.0
11/14/19
09:58
NO
20.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11/14/19
09:58
NO
5.0
11114/1909:58
Qualifiers
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result
REPORT F LABORATORY ANALYSIS
This repo shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, L-C.
Page 29 of 52

aceAnalXical
www.pacelabs.com
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
i
METHOD BLANK: 2734822
Matrix:
Solid
Associated Lab Samples: 92453338001
Blank
Reporting
Parameter
Units Result
Limit
Analyzed
Trichlorofluoromethane
ug/kg
ND
5.0
11/14/1909:58
Vinyl acetate
ug/kg
ND
50.0
11/14/1909:58
Vinyl chloride
ug/kg
ND
10.0
11/14/19 09:58
Xylene (Total)
ug/kg
ND
10.0
11/14/19 09:58
1,2-Dichloroethane-d4 (S)
%
78
70-132
11/14/19 09:58
4-Bromofluorobenzene (S)
%
95
70-130
11/14/19 09:58
Toluene-d8 (S)
%
102
70-130
11/14/19 09:58
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
2734823
Units
Spi
Con
a
.
LCS
Result
1-CS
% Rao
% Rec
Limits
1,1,1,2-Tetmchloroethane
ug/kg
50
46.7
93
70-130
1,1,1-Trichloroethane
ug/kg
50
47.7
95
70-130
1,1,2,2-Tetrachloroelhane
ug/kg
50
44.1
88
55-130
1,1,2-Trichloroethane
ug/kg
50
47.3
95
70-130
_ 1,1-Dichloroethane
ug/kg
50
46.1
92
68-130
„ 1-Dichloroethene
ug/kg
50
50.0
100
70-130
2,3-Trichloropropane
ug/kg
50
46.2
92
70-130
- i,2-Dichlorobenzene
ug/kg
50
46.4
93
70-130
1,2-Dichloroethane
ug/kg
50
44.2
88
70-130
1,2-Dichloropropane
ug/kg
50
47.8
96
70-130
1,4-Dichlorobenzene
ug/kg
50
45.8
92
70-130
2-Butanone(MEK)
ug/kg
00
89.11
89
60-130
2-Hexanone
ug/kg
00
87.9
88
70-132
4-Methyl-2-pentanone (MIRK)
ug/kg
00
81.2
81
69-130
Acetone
ug/kg
00
851
85
49-148
Acrylonitdle
ug/kg
50
225
90
56-153
Benzene
ug/kg
50
48.2
96
70-130
Bromochloromethane
ug/kg
50
50.2
100
70-130
Bromodichloromethane
ug/kg
50
46.5
93
70-130
Bromoform
ug/kg
50
49.9
100
68-136
Bromomethane
ug/kg
50
47.0
94
60-140
Carbon disulfide
ug/kg
50
49.9
100
70-130
Carbon tetrachloride
ug/kg
50
59.5
119
70-130
Chlorobenzene
ug/kg
50
47.9
96
70-130
Chloroethane
ug/kg
50
51.5
103
51-147
Chloroform
ug/kg
50
41.7
83
70-130
Chloromelhane
ug/kg
50
47.4
95
48-130
cis-1,2-Dichloroethene
ug/kg
50
47.1
94
70-130
cis-1,3-Dichloropropene
ug/kg
50
49.0
98
70-130
Dibromochloromethane
ug/kg
50
39.7
79
70-130
Dibromomethane
ug/kg
50
44.5
89
70-130
Ethylbenzene
ug/kg
50
45.4
91
70-130
lodomethane
ug/kg
i.00
113
113
69-144
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report) shall not be reproduced, except in full,
Dale: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, U.C.
Page 30 of 52

aceAnalj6cal e
wwwgacalabs.corn
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
LABORATORY CONTROL SAMPLE:
2734823
Spike
LCS
LIDS
% Rec
Parameter
Units
Coric.
Result
%Rec
Limits
Methylene Chloride
ug/kg
50
45.5
91
50-137
Styrene
ug/kg
50
45.7
91
70-130
Tetrachloroethene
ug/kg
50
48.4
97
56-130
Toluene
ug/kg
50
45.7
91
70-130
trans-1,2-Dichloroethene
ug/kg
50
47.5
95
70-130
trans-1,3-Dichloropropene
ug/kg
50
45.6
91
70-130
trans-1,4-Dichloro-2-bulene
ug/kg
50
54.7
109
70-130
Trichloroethene
ug/kg
50
51.6
103
70-141
Trichlorolluoromelhane
ug/kg
50
48.2
96
67-130
Vinyl acetate
ug/kg
100
83.6
84
10-136
Vinyl chloride
ug/kg
50
54.2
108
67-130
Xylene (Total)
ug/kg
150
140
94
70-130
1,2-Dichloroethane-d4 (S)
%
95
70-132
4-Bromofluorobenzene (S)
a/
99
70-130
Toluene-d8 (S)
%
93
70-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersville, NC 28078
[phone]
Qualifiers
MATRIX SPIKE & MATRIX SPIKE
Parameter
DUPLICATE: 2734824
MS
92453338001 SpIlk
Units Result Concl
MSD
Spike
Conc.
2734825
MS
Result
MSD
Result
MS
%Rec
MSD
%Rec
% Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/kg
ND
2030
2090
1820
1710
87
82
52-133
6
1,1,1-Trichloroethane
ug/kg
ND
2030
2090
1890
1750
90
84
49-137
7
1,1,2,2-Tetmchloroethane
ug/kg
ND
20
0
2090
1960
1910
94
91
39-150
3
1,1,2-Trichloroethane
ug/kg
ND
20
0
2090
2020
1830
97
88
48-140
10
1,1-Dichloroethane
ug/kg
ND
20
0
2090
2150
2260
103
108
46-135
5
1,1-Dichloroelhene
ug/kg
NO
20
0
2090
2030
1940
97
93
38-149
4
1,2,3-Trichloropropane
ug/kg
NO
20
0
2090
2000
1910
96
91
33-157
5
1,2-Dichlorobenzene
ug/kg
NO
20
0
2090
2170
1980
104
95
27-146
10
1,2-Dichloroethane
ug/kg
NO
2030
2090
2030
1980
97
95
49-140
3
1,2-Dichloropropane
ug/kg
ND
2030
2090
2110
2010
101
96
44-143
5
1,4-Dichlorobenzene
ug/kg
ND
2030
2090
1940
1930
93
92
35-139
1
2-Butanone (MEK)
ug/kg
ND
4130
4180
4020J
4460J
96
107
10-181
2-Hexanone
ug/kg
ND
4130
4180
3490J
3410J
84
82
18-169
4-Methyl-2-pentanone(MIBK)
ug/kg
ND
4130
4180
4030J
3830J
96
92
16-175
Acetone
ug/kg
ND
4130
4180
4530J
4640J
93
95
10-200
Acrylonilrile
ug/kg
ND
105
0
10500
NO
9760J
100
93
70-130
Benzene
ug/kg
NO
2090
2090
2120
1690
101
81
46-136
23
Bromochloromethane
ug/kg
NO
2090
2090
2240
2200
107
105
44-142
2
Bromodichloromethane
ug/kg
NO
2090
2090
1910
1800
91
86
41-140
6
Bromoform
ug/kg
NO
2090
2090
1630
1530
78
73
34-145
7
Bromomethane
ug/kg
NO
2090
2090
2180
1920
104
92
14-162
13
Carbon disulfide
ug/kg
NO
2090
2090
2470
2160
113
98
10-179
14
Carbon tetrachloride
ug/kg
ND
2090
2090
1680
1740
81
83
44-141
4
Chlorobenzene
ug/kg
ND
2090
2090
2030
1950
97
94
39-141
4
Chloroethane
ug/kg
ND
2090
2090
1450
1370
69
66
10-182
5
Results presented on this page are In the units Indicated Is y the 'Units' column except where an alternate unit Is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This repo shall not be reproduced, except in full,
Dale: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, U.C.
Page 31 of 52

aceAnaljftal e
www.pacelebs.com
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
MATRIX SPIKE 8 MATRIX SPIKE DUPLICATE: 2734824 2734825
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
MS MSD
92453338001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
Chloroform
ug/kg
ND
2090
2090
1700
1660
81
80
45-140
Chloromethane
ug/kg
ND
2090
2090
2270
2050
109
98
19-149
cis-1,2-Dichloroethene
ug/kg
ND
2090
2090
2150
2230
103
107
38-150
cis-1,3-Dichloropropene
ug/kg
ND
2090
2090
2040
1800
98
86
30-144
Dibromochloromethane
ug/kg
NO
2090
2090
1600
1610
76
77
36-145
Dibromomelhane
ug/kg
ND
2090
2090
2350
2100
112
101
41-145
Ethylbenzene
ug/kg
NO
2090
2090
1950
1850
93
89
35-144
lodomethane
ug/kg
NO
4180
4180
5700
5890
136
141
70-130
Methylene Chloride
ug/kg
NO
2090
2090
2340
2360
112
113
10-174
Styrene
ug/kg
NO
20PO
2090
2050
1960
98
94
15-152
Tetrachloroethene
ug/kg
NO
2090
2090
1800
1830
86
88
19-141
Toluene
ug/kg
NO
2090
2090
2130
2100
102
100
31-146
trans-1,2-Dichloroethene
ug/kg
NO
20a0
2090
2290
2110
110
101
28-157
trans-1,3-Dichloropropene
ug/kg
ND
2000
2090
1870
1740
89
83
25-146
trans-1,4-Dichloro-2-bulene
ug/kg
ND
20�
0 2090
2310
2310
111
110
70-130
Trichloroethene
ug/kg
ND
2030
2090
2130
1650
102
79
34-149
Trichlorofluoromethane
ug/kg
ND
2030
2090
1090
1080
52
52
10-167
Vinyl acetate
ug/kg
ND
4130
4180
3710J
3680J
89
88
10-200
Vinyl chloride
ug/kg
NO
2030
2090
2600
2220
124
106
36-155
:(ylene (Total)
ug/kg
NO
6270
6270
6060
5530
97
88
29-148
,2-Dichloroethane-d4 (S)
%
95
105
70-132
4-Bromofluarobenzone (S)
%
102
98
70-130
Toluene-d8(S)
%
106
106
70-130
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This repot: shall not be reproduced, except in full,
Dale: 11/20/201912:24 PM without the written consent of Pace Analytical Services,LLC.
2
10
4
13
0
11
5
3 M1
1
5
2
2
8
7
0
25
1
16
9
Page 32 of 52

aceAnalytical
www.paeetabs.csm
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Balch: 509746 Analysis Method: EPA 8260D
QC Balch Method: EPA 5035A Analysis Description: 8260D MSV 5035A Volatile Organics
Associated Lab Samples: 92453338002, 92453338003, 92453338004, 92453338005
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 2735631 1 Matrix: Solid
Associated Lab Samples: 92453338002, 92453338003, 92453338004, 92453338005
Blank Repotting
Parameter Units Result Limit
Analyzed Qualifiers
1, 1, 1,2-Tetrachloroethane
ug/kg
ND
5.0
11/1511910:37
1, 1, 1 -Trich loroetha ne
ug/kg
ND
5.0
11/15/19 10:37
1, 1,2,2-Tetrachloroethane
ug/kg
ND
5.0
11/15/19 10:37
1,1,2-Trichloroethane
ug/kg
ND
5.0
11/15/19 10:37
1,1-Dichloroethane
ug/kg
ND
5.0
11/15/19 10:37
1,1-Dichloroethene
ug/kg
ND
5.0
11/1511910:37
1,2,3-Trichloropropane
ug/kg
ND
5.0
11/15/19 10:37
1,2-Dichlorobenzene
ug/kg
ND
5.0
11/15/19 10:37
1,2-Dichloroethane
ug/kg
ND
5.0
11/15/19 10:37
1,2-Dichloropropane
ug/kg
NO
5.0
11/15/19 10:37
1,4-Dichlorobenzene
ug/kg
ND
5.0
11/15/19 10:37
2-Butanone (MEK)
ug/kg
NO
100
11/15/19 10:37 `
2-Hexanone
ug/kg
ND
50.0
1111511910:37
' -Methyl-2-pentanone (MIBK)
ug/kg
NO
50.0
11/1511910:37
dcelone
ug/kg
ND
100
11/15/19 10:37
crylonitrile
ug/kg
NO
100
11/15/19 10:37
Benzene
ug/kg
ND
5.0
11/15/19 10:37
Bromochloromelhane
ug/kg
ND
5.0
11/15/19 10:37
Bromodichloromethane
ug/kg
NO
5.0
11115/1910:37
Bromoform
ug/kg
NO
5.0
11/15/19 10:37
Bromomethane
ug/kg
NO
10.0
11/15/19 10:37
Carbon disulfide
ug/kg
NO
10.0
11/15/19 10:37
Carbon tetrachloride
ug/kg
NO
5.0
11/15/19 10:37 v1
Chlorobenzene
ug/kg
NO
5.0
11/15/19 10:37
Chloroethane
ug/kg
NO
10.0
11/15/19 10:37
Chloroform
ug/kg
NO
5.0
11/15/19 10:37
Chloromethane
ug/kg
ND
10.0
11/15/19 10:37
cis-1,2-Dichloroethene
ug/kg
NO
5.0
11/15/19 10:37
cis-1,3-Dichloropropene
'ug/kg
NO
5.0
11/15/19 10:37
Dibromochloromethane
ug/kg
NO
5.0
11/15/19 10:37
Dibromomethane
ug/kg
NO
5.0
11115/1910:37
Ethylbenzene
ug/kg
NO
5.0
11/15/19 10:37
lodomethane
ug/kg
NO
10.0
11/15/19 10:37 v1
Methylene Chloride
ug/kg
NO
20.0
11/16/19 10:37
Styrene
ug/kg
ND
5.0
11/15/19 10:37
Tetrachlooethene
ug/kg
ND
5.0
11/15/19 10:37
Toluene
ug/kg
ND
5.0
11/15/19 10:37
trans-1,2-Dichloroethene
ug/kg
NO
5.0
11/15/19 10:37
trans-1,3-Dichloropropene
ug/kg
NO
5.0
11/15/19 10:37
trans-1,4-Dichloro-2-butene
ug/kg
NO
5.0
11/15/19 10:37
Trichloroelhene
ug/kg
NO
5.0
11/15/19 10:37
- Results presented on this page are In the units Indicated b
the "Units" column except where an alternate unit Is presented to the right of the result
REPORT
OF
LABORATORY ANALYSIS
This report
shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM
without the written
consent of Pace Analytical Services, LLC.
Page 33 of 52

aceAnalXical e
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QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
METHOD BLANK: 2735631 Matrix: Solid
Associated Lab Samples: 92453338002, 92453338003, 92453338004, 92453338005
Blank Reporting
Parameter Units Result Limit
Trichlorolluoromethane
ug/kg
Vinyl acetate
ug/kg
Vinyl chloride
ug/kg
Xylene (Total)
ug/kg
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8(S)
%
NO 5.0
NO 50.0
NO 10.0
NO 10.0
75 70-132
95 70-130
116 70-130
Analyzed
11/15/19 10:37
11/15/19 10:37
11/15/19 10:37 vi
11/15/19 10:37
11/15/19 10:37
11/15/19 10:37
11/15/19 10:37
Qualifiers
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
Parameter
2735632
Units
Spike
Conc.
LCS
Result
LCS
%Rec
%Rec
Limits Qualifiers
1, 1, 1,2-Tetrachloroethane
ug/kg
50
47.5
95
70-130
1, 1, 1 -Trichloroethane
ug/kg
50
59.7
119
70-130
1, 1,2,2-Tetrachloroethane
ug/kg
50
44.6
89
55-130
1,1,2-Trichloroethane
ug/kg
50
51.2
102
70-130
1,1-Dichloroethane
ug/kg
50
51.8
104
68-130
" 1 -Dichloroethene
ug/kg
50
56.7
113
70-130
:,2,3-Trichloropropana
ug/kg
50
47.8
96
70-130
.,2-Dichlorobenzene
ug/kg
50
46.9
94
70-130
1,2-Dichloroethane
ug/kg
50
47.5
95
70-130
1,2-Dichloropropane
ug/kg
50
51.7
103
70-130
1,4-Dichlorobenzene
ug/kg
50
49.0
98
70-130
2-Butanone (MEK)
ug/kg
100
105
105
60-130
2-Hexanone
ug/kg
100
92.6
93
70-132
4-Methyl-2-pentanone (MIBK)
ug/kg
�100
92.5
93
69-130
Acetone
ug/kg
100
104
104
49-148
Acrylanitrile
ug/kg
250
246
98
56-153
Benzene
ug/kg
50
55.7
111
70-130
Bromochloromethane
ug/kg
50
54.7
109
70-130
Bromodichloromelhane
ug/kg
50
49.6
99
70-130
Bromoform
ug/kg
50
45.8
92
68-136
Bromomethane
ug/kg
50
50.2
100
60-140
Carbon disulfide
ug/kg
50
58.7
117
70-130
Carbon tetrachloride
ug/kg
50
62.2
124
70-130 vl
Chlorobenzene
ug/kg
50
50.6
101
70-130
Chloroethane
ug/kg
50
55.0
110
51-147
Chloroform
ug/kg
50
43.5
87
70-130
Chloromethane
ug/kg
50
51.4
103
48-130
cis-1,2-Dichloroethene
ug/kg
50
55.7
111
70-130
cis-1,3-Dichloropropene
ug/kg
50
52.6
105
70-130
Dibromochloromethane
ug/kg
50
41.0
82
70-130
Dibromomethane
ug/kg
50
49.2
98
70-130
Ethylbenzene
ug/kg
50
47.7
95
70.130
lodomelhane
ug/kg
100
138
138
69-144 vl
Results presented on this page are in the units Indicated by the "Units' column except where an alternate unit Is presented to the right of the result.
REPORT �F LABORATORY ANALYSIS
This repo shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the writttin consent of Pace Analytical Services, LLC.
Page 34 of 52

aceAnalytical e
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QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
LABORATORY CONTROL SAMPLE:
2735632
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
%Rec
Limits Qualifiers
Methylene Chloride
ug/kg
50
48.9
98
50-137
Styrene
ug/kg
50
47.6
95
70-130
Tetrachloroethene
ug/kg
50
56.6
113
56-130
Toluene
ug/kg
50
50.1
100
70-130
trans-1,2-Dichloroethene
ug/kg
50
52.4
105
70-130
trans-1,3-Dichloropropene
ug/kg
50
46.7
93
70-130
trans-1,4-Dichloro-2-bulene
ug/kg
50
56.8
114
70-130
Trichleroethene
ug/kg
50
56.8
114
70-141
Trichlorofluoromethane
ug/kg
50
56.1
112
67-130
Vinyl acetate
ug/kg
100
85.6
86
10-136
Vinyl chloride
ug/kg
50
61.8
124
67-130 v1
Xylene (Total)
ug/kg
150
148
99
70-130
1,2-Dichloroethane-d4 (S)
%
99
70-132
4-Bromofluorobenzene(S)
%
93
70-130
Toluene-dB(S)
%
95
70-130
MATRIX SPIKE SAMPLE:
Parameter
2735634
Units
924f53338003
Result
Spike MS
Conc. Result
MS
% Rao
%Rec
Limits Qualifiers
_ 'I,1,1,2-Tetrachloroelhane
ug/kg
NO
63
59.0
94
52-133
1,1,1-Trichloroethane
ug/kg
ND
63
74.9
119
49-137
1,1,2,2-Tetrachloroethane
ug/kg
NO
63
51.8
82
39-150
1,1,2-Trichloroethane
ug/kg
ND
63
54.2
86
48-140
1,1-Dichloroethane
ug/kg
ND
63
71.0
113
46-135
1,1-Dichloroethene
ug/kg
ND
63
82.1
130
38-149
1,2,3-Trichloropropane
ug/kg
ND
63
52.9
84
33-157
1,2-Dichlorobenzene
ug/kg
ND
63
67.7
108
27-146
1,2-Dichloroethane
ug/kg
ND
63
50.9
81
49-140
1,2-Dichloropropane
ug/kg
ND
63
66.2
105
44-143
1,4-Dichlorobenzene
ug/kg
ND
63
73.0
116
35-139
2-Butanone (MEK)
ug/kg
NO
126
117J
32
10-181
2-Hexanone
ug/kg
NO
126
102J
81
18-169
4-Methyl-2-pentanone (MIBK)
ug/kg
NO
126
1081
86
16-175
Acetone
ug/kg
354
126
367
10
10-200
Acrylonilrile
ug/kg
NO
315
275J
87
70-130
Benzene
ug/kg
NO
63
73.4
117
46-136
Bromochloromethane
ug/kg
NO
63
61.3
97
44-142
Bromodichloromethane
ug/kg
NO
63
56.3
89
41-140
Bromoform
ug/kg
NO
63
48.0
76
34-145
Bromomethane
ug/kg
ND
63
65.0
103
14-162
Carbon disulfide
ug/kg
NO
63
83.9
116
10-179
Carbon tetrachloride
ug/kg
ND
63
69.7
111
44-141
Chlorobenzene
ug/kg
ND
63
72.7
115
39-141
Chloroelhane
ug/kg
ND
63
82.3
131
10-182
Chloroform
ug/kg
ND
63
53.7
85
45-140
- Results presented on
this page are In the units Indicated by the 'Units' column
except where an alternate unit Is presented to the right of the resulL
REPORT OF LABORATORY ANALYSIS
I
This repol shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM
without the written consent of Pace Analytical Services,
LLC.
Page 35 of 52

I
aceAnalj&al e
wWW.facalabs.com
Project: Cape Fear Dredge
Pace Project No.: 92453338
MATRIX SPIKE SAMPLE: 2735634
Parameter Units
Chloromethane
ug/kg
cis-1,2-Dichloroethene
ug/kg
cis-1,3-Dichloropropene
ug/kg
Dibromochloromelhane
ug/kg
Dibromomethane
ug/kg
Ethylbenzene
ug/kg
lodomethane
ug/kg
Methylene Chloride
ug/kg
Styrene
ug/kg
Tetmchloroethene
ug/kg
Toluene
ug/kg
trans-1,2-Dichloroethene
ug/kg
trans-1,3-Dichloropropene
ug/kg
trans-1,4-Dichloro-2-butene
ug/kg
Trichloroelhene
ug/kg
Trichlorofluoromethane
ug/kg
Vinyl acetate
ug/kg
Vinyl chloride
ug/kg
Xylene (Total)
ug/kg
5:,2-Dichloroethane-d4 (S)
%
-Bromofluorobenzene (S)
Toluene-d8 (S)
%
SAMPLE DUPLICATE: 2735633
Parameter Units
1,1,1,2-Tetrachloroethane
ug/kg
1,1,1-Trichooroethane
ug/kg
1,1,2,2-Telrachloroethane
ug/kg
1,1,2-Trichloroethane
ug/kg
1,1-Dichloroethane
ug/kg
1,1-Dichloroethene
ug/kg
1,2,3-Trichloropropane
ug/kg
1,2-Dichlorobenzene
ug/kg
1,2-Dichloroethane
ug/kg
1,2-Dichloropropane
ug/kg
1,4-Dichlorobenzene
ug/kg
2-Butanone (MEK)
ug/kg
2-Hexanone
ug/kg
4-Methyl-2-penlanone (MIBK)
ug/kg
Acetone
ug/kg
Acrylonitdle
ug/kg
Benzene
ug/kg
Bromochloromethane
ug/kg
Bromodichloromethane
ug/kg
QUALITY CONTROL DATA
92453338003 Spike MS
Result Conc. Result
ND
63
73.0
ND
63
68.9
ND
63
54.8
ND
63
52.8
NO
63
56.0
NO
63
79.8
NO
126
163
NO
63
85.8
NO
63
68.0
NO
63
83.4
NO
63
76.7
NO
63
80.0
NO
63
47.6
NO
63
42.6
NO
63
72.5
NO
63
99.7
NO
126
61.1J
NO
63
93.6
NO
189
241
ND
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
Dup
Result
ND
ND
ND
ND
ND
ND
ND
.ND
NO
NO
NO
43.1 J
NO
NO
196J
NO
NO
NO
NO
Pace Analytical Services, LLC
9B00 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MS
%Rec
% Rec
Limits Qualifiers
116
19-149
• 109
38-150
87
30-144
84
36-145
89
41-145
127
35-144
129
70-130
136
10-174
108
15-152
132
19-141
122
31-146
127
28-157
76
25-146
68
70-130 M1
115
34-149
158
10-167
48
10-200
149
36-155
128
29-148
87
70-132
97
70-130
102
70-130
RPD Qualifiers
Results presented on this page are In the units Indicated bl� the'Unlis" column except where an alternate unit Is presented to the right of the result.
Date: 11/20/2019 12:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, L-C.
Page 36 of 52

aceftljftal e
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QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
SAMPLE DUPLICATE: 2735633
Parameter
Units
92453338002
Result
Dup
Result RPD Qualifiers
Bromoform
ug/kg
NO
NO
Bromomethane
ug/kg
NO
NO
Carbon disulfide
ug/kg
NO
18.6J
Carbon tetrachloride
ug/kg
NO
NO v1
Chlorobenzene
ug/kg
NO
NO
Chloroethane
ug/kg
NO
NO
Chloroform
ug/kg
NO
NO
Chloromethane
ug/kg
NO
NO
cis-1,2-Dichloroethene
ug/kg
NO
NO
cis-1,3-Dichloropropene
ug/kg
NO
NO
Dibromochloromethane
ug/kg
NO
NO
Dibromomethane
ug/kg
NO
NO
Ethylbenzene
ug/kg
NO
NO
lodomethane
ug/kg
NO
NO v1
Methylene Chloride
ug/kg
NO
NO
Styrene
ug/kg
NO
NO
Tetrachloroethene
ug/kg
NO
NO
Toluene
ug/kg
NO
NO
trans-1,2-Dichloroethene
ug/kg
NO
NO
Trans-1,3-Dichloropropene
ug/kg
NO
NO
Tans-1,4-Dichloro-2-butene
ug/kg
NO
NO
frichloroelhene
ug/kg
NO
NO
Trichlorofluoromelhane
ug/kg
NO
NO
Vinyl acetate
ug/kg
NO
NO
Vinyl chloride
ug/kg
NO
NO v1
Xylene (Total)
ug/kg
NO
NO
1,2-Dichloroethane-d4 (S)
%
79
81
4-Bromofluombenzene (S)
%
95
96
Toluene-d8 (S)
%
107
104
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersville, NC 28078
[phone]
Results presented on this page are In the unite Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT pF LABORATORY ANALYSIS
This repo shall not be reproduced, except In full,
Date: 11/20/2019 12:24 PM without the writI n consent of Pace Analytical Services, U.C.
Page 37 of 52

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QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Balch: 510174 Analysis Method: EPA 8081B
QC Balch Method: EPA 3546 An Description: 8081 GCS Pesticides
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338005
METHOD BLANK: 2737582
Associated Lab Samples: 92453338001, 92453338002, 92453338003,
Blank
Parameter Units Result
I Matrix: Solid
92453338004, 92453338005
Reporting
Limit Analyzed
4,4'-DDD
ug/kg
NO
2.0
11/1911912:36
4,4'-DDE
ug/kg
NO
2.0
11/19/19 12:36
4,4'-DDT
ug/kg
NO
2.0
11/19/19 12:36
Alddn
ug/kg
NO
2.0
11/19/19 12:36
alpha-BHC
ug/kg
NO
2.0
11/19/19 12:36
beta-BHC
ug/kg
NO
2.0
11/19/19 12:36
Chlordane (Technical)
ug/kg
NO
6.9
11/19/19 12:36
delta-BHC
ug/kg
NO
2.0
11/19/19 12:36
Dielddn
ug/kg
NO
2.0
11/19/19 12:36
Endosulfan I
ug/kg
NO
2.0
11/19/19 12:36
Endosulfan II
ug/kg
NO
2.0
11/19/19 12:36
Endosulfan sulfate
ug/kg
NO
2.0
11/19/19 12:36
Endrin
ug/kg
NO
2.0
11/19/1912,36
-- 7ndrin aldehyde
ug/kg
ND
2.0
11/19/19 12:36
:ndrin ketone
ug/kg
NO
2.0
11/19/19 12:36
;gamma-BHC (Lindane)
ug/kg
NO
2.0
11/19/19 12:36
Heptachlor
ug/kg
NO
2.0
11/19/19 12:36
Heptachlor epoxide
ug/kg
NO
2.0
11/19/19 12:36
Hexachlorobenzene
ug/kg
ND
2.0
11/19/19 12:36
Methaxychlor
ug/kg
NO
5.0
11/19/19 12:36
Mirex
ug/kg
NO
5.0
11/19/19 12:36
Toxaphene
ug/kg
NO
6.9
11/19/19 12:36
Decachlorobiphenyl (S)
%
100
10-130
11/19/19 12:36
Tetrachloro-m-xylene (S)
%
95
15-130
11/19/19 12:36
Qualifiers
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
2737583
Spi
a
LCS
LIDS
%Rec
Parameter
Units
Cone.
Result
% Rec
Limits Qualifiers
4,4'-DDD
ug/kg
8.3
9.0
109
65-130
4,4'-DDE
ug/kg
8.3
8.8
107
62-130
4,4'-DDT
ug/kg
8.3
9.2
112
46-130
Aldrin
ug/kg
8.3
8.9
107
46-130
alpha-BHC
ug/kg
8.3
8.9
108
41-130
beta-BHC
ug/kg
8.3
9.5
115
45-130
delta-BHC
ug/kg
8.3
8.5
103
59-130
Dieldrin
ug/kg
8.3
8.9
107
59-130
EndosulfanI
ug/kg
18.3
9.1
110
60-130
Endosulfan ll
ug/kg
18.3
8.7
105
64-130
Endosulfan sulfate
ug/kg
18.3
8.7
105
67-130
Endrin
ug/kg
8.3
9.4
114
62-130
Results presented on this page are in the units Indicated by the 'Units' column except where an alternate unit Is presented to the right of the result.
Date: 11/20/2019 12:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 38 of 52

aceAnalj&al
www.pacelebs.cors
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
LABORATORY CONTROL SAMPLE:
2737583
Spike
LIDS
LCS
%Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Endrin aldehyde
ug/kg
118.3
8.3
100
52-130
Endrin ketone
ug/kg
8.3
8.7
105
57-130
gamma-BHC (Lindane)
ug/kg
8.3
9.2
111
47-130
Heptachlor
ug/kg
8.3
8.6
103
48-130
Heptachlor epoxide
ug/kg
8.3
8.6
104
56-130
Hexachlorobenzene
ug/kg
8.3
7.8
95
40-130
Methoxychlor
ug/kg
4.8
25.2
102
62-130
Mirex
ug/kg
24.8
17.6
71
70-130
Decachlorobiphenyl (S)
%
110
10-130
Tetrachloro-m-xylene (S)
%
103
15-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
MATRIX SPIKE & MATRIX
Parameter
SPIKE DUPLICATE: 2737584
MS
92453338001 Spike
Units Result Conc,
MSD
Spike
Conc.
2737585
MS
Result
MSD
Result
MS
%Rec
MSD
e/ Rec
%Rec
Limits
RPD Qual
4,4'-DDD
ug/kg
ND
2
.2 25.8
30.1
27.6
119
107
36-130
9
4,4'-DDE
ug/kg
ND
21J2
25.8
32.5
28.9
129
112
26-131
12
1,4'-DDT
ug/kg
ND
2q.2
25.8
29.0
26.3
115
102
32-131
10
Aldrin
ug/kg
ND
2
.2 25.8
42.0
35.2
167
137
28-130
18 M1
tdpha-BHC
ug/kg
ND
2J.2
25.8
26.8
24.6
106
96
10-123
8
beta-BHC
ug/kg
ND
2p.2
25.8
35.2
31.2
140
121
25-130
12 Ml
delta-BHC
ug/kg
ND
2
.2 25.8
31.0
28.7
123
112
28-130
8
Dielddn
ug/kg
ND
2
.2 25.8
32.1
28.5
127
111
29-130
12
EndosulfanI
ug/kg
ND
2
.2 26.8
34.1
30.5
135
119
31-130
11 M1
Endosulfan ll
ug/kg
ND
2
.2 25.8
29.9
27.2
119
106
18-141
9
Endosulfan sulfate
ug/kg
ND
2
.2 25.8
27.5
25.8
109
100
40-130
6
Endrin
ug/kg
ND
2
.2 25.8
33.2
29.4
132
114
19-147
12
Endrin aldehyde
ug/kg
ND
2
.2 25.8
27.5
25.6
109
100
25-130
7
Endrin ketone
ug/kg
ND
2
.2 25.8
27.4
25.8
109
101
27-134
6
gamma-BHC (Lindane)
ug/kg
ND
2
.2 25.8
29.8
26.9
118
105
30-130
10
Heptachlor
ug/kg
ND
2JJ.2
25.8
34.9
30.5
139
119
33-130
14 Mt
Heptachlor epoxide
ug/kg
ND
2q.2
25.8
101
74.6
400
290
33-130
30 Mt
Hexachlorobenzene
ug/kg
ND
25.2
25.8
24.3
22.4
96
87
10-147
8
Methoxychlor
uglkg
NO
7
.6 77.2
77.3
69.3
102
90
26-133
11
Mirex
ug/kg
NO
7
.6 77.2
55.3
51.9
73
67
26-125
6
Decachlorobiphenyl (S)
%
95
95
10-130
Tetrachloro-m-xylene (S)
%
86
79
15-130
D3
Results presented on this page are In the units Indicated
REPORT
This reps
Dale: 11/20/201912:24 PM without the writ
except where an alternate unit Is presented to the right of the result.
IF LABORATORY ANALYSIS
shall not be reproduced, except in full,
n consent of Pace Analytical Services, L-C.
Page 39 of 52

aceAnalXical
www.pacelabs.aort
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Balch: 510140 Analysis Method: EPA 8270E
QC Batch Method: EPA 3546 Analysis Description: 8270E Solid MSSV Microwave PAH
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004
METHOD BLANK: 2737434 1 Matrix: Solid
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004
Blank Reporting
Parameter Units Result Limit
Analyzed
1-Melhylnaphthalene
ug/kg
ND
327
11/1811916:38
2-Melhylnaphthalene
ug/kg
ND
327
11/18/19 16:38
Acenaphlhene
ug/kg
ND
327
11/18/19 16:38
Acenaphthylene
ug/kg
ND
327
11/18/19 16:38
Anthmcene
ug/kg
ND
327
11/18/19 16:38
Benzo(a)anthracene
ug/kg
ND
327
11/18/19 16:38
Benzo(a)pyrene
ug/kg
NO
327
11/18/19 16:38
Benzo(b)fluoranlhene
ug/kg
ND
327
11/18/19 16:38
Benzo(g,h,i)perylene
ug/kg
ND
327
11/18/19 16:38
Benzo(k)fluoranlhene
ug/kg
ND
327
11/18/19 16:38
Chrysene
ug/kg
ND
327
11/18/19 16:38
Dibenz(a,h)anthracene
ug/kg
ND
327
11/18/19 16:38
Fluoranthene
ug/kg
ND
327
11/18/19 16:38
,-luorene
ug/kg
ND
327
11/18/19 16:38
1odeno(1,2,3-cd)pyrene
ug/kg
ND
327
11/18/19 16:38
"laphlhalene
ug/kg
ND
327
11/18/19 16:38
Phenanthrene
ug/kg
ND
327
11/18/19 16:38
Pyrene
ug/kg
ND
327
11/18/19 16:38
2-Fluorobiphenyl(S)
%
68
30-110
11/18/19 16:38
Nitrobenzene-d5 (S)
%
66
23-110
11/18/19 16:38
Terphenyl-d14 (S)
%
71
28-110
11/18/19 16:38
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
2737435
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1-Methylnaphthalene
ug/kg
1680
1160
69
55-130
2-Methylnaphthalene
ug/kg
1680
1160
69
54-130
Acenaphlhene
ug/kg
1680
1260
75
60-130
Acenaphthylene
ug/kg
1680
1330
79
60-130
Anthracene
ug/kg
1680
1380
82
63-130
Benzo(a)anlhracene
ug/kg
1680
1340
80
59-130
Benzo(a)pyrene
ug/kg
1680
1330
80
57-130
Benzo(b)fluoranthene
ug/kg
1680
1330
79
54-130
Benzo(g,h,i)perylene
ug/kg
1680
1360
81
59-130
Benzo(k)fluoranthene
ug/kg
1680
1320
79
54-130
Chrysene
ug/kg
1680
1250
75
58-130
Dibenz(a,h)anlhracene
ug/kg
1680
1300
77
59-130
Fluoranthene
ug/kg
1680
1280
76
65-130
Fluorene
ug/kg
1680
1270
75
63-130
Indeno(1,2,3-cd)pyrene
ug/kg
1680
1320
79
60-130
Pace Analytical Services, LLC
9800Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, LLC. Page 40 of 52
t

aceAnalj&al
www.pacelabs.com
Project: Cape Fear Dredge
Pace Project No.: 92453338
LABORATORY CONTROL SAMPLE:
2737435
Parameter
Units
Naphthalene
ug/kg
Phenanthrene
ug/kg
Pyrene
ug/kg
2-Fluorobiphenyl(S)
%
Nitrobenzene-d5 (S)
%
Terphenyl-d14 (S)
%
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Spike
LCS
LCS
% Rao
Conc.
Result
% Rec
Limits Qualifiers
t680
1200
71
55-130
1680
1310
78
62-130
1680
1400
83
53-130
72
30-110
68
23-110
72
28-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2737436
MS
92453338001
Parameter
Units
Result
1-Methylnaphthalene
ug/kg
ND
2-Methylnaphthalene
ug/kg
ND
Acenaphthene
ug/kg
ND
Acenaphthylene
ug/kg
ND
Anthracene
ug/kg
ND
Benzo(a)anlhracene
ug/kg
ND
3enzo(a)pyrene
ug/kg
ND
;3enzo(b)fiuoranthene
ug/kg
NO
3enzo(g,h,i)perylene
ug/kg
NO
Benzo(k)fiuoranthene
ug/kg
NO
Chrysene
ug/kg
ND
Dibenz(a,h)anthracene
ug/kg
NO
Fluoranthene
ug/kg
ND
Fluorene
ug/kg
NO
Indeno(1,2,3-cd)pyrene
ug/kg
ND
Naphthalene
ug/kg
NO
Phenanthrene
ug/kg
NO
Pyrene
ug/kg
NO
2-Fluorobiphenyl (S)
%
Nitrobenzene-d5 (S)
%
Terphenyl-d14 (S)
%
2737437
MSD
Spike MS MSD
Conc. Result Result
5040 3470 3370
5040 3560 3340
5040 3830 3650
5040 4190 3840
5040 4210 3900
5040 4120 3870
5040 4290 4150
5040 4090 4050
5040 4370 4240
5040 4150 4010
5040 3870 3670
5040 4040 4030
5040 3950 3700
5040 3990 3670
5040 4260 4110
5040 3680 3490
5040 4040 3700
5040 4300 3930
MS MSD %Rec
%Rec %Rec Limits RPD Qual
69 67 12-130 3
70 66 18-130 6
76 72 20-130 5
83 76 25-130 9
83 77 29-130 8
81 76 19-130 6
85 82 12-130 3
81 80 14-130 1
86 84 10-130 3
82 79 14-130 3
77 73 22-130 5
80 80 10-130 0
78 73 33-130 6
79 73 22-130 8
84 81 10-130 4
73 69 15-130 5
80 73 27-130 9
85 78 19-130 9
69 49 30-110
64 60 23-110
70 51 28-110
Results presented on this page are In the units Indicated by the "Units' column except whore an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This reporli shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, LLC.
Page 41 of 52

aceAnaiXical
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QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Batch: 510394 Analysis Method: EPA 8270E
QC Balch Method: EPA 3546 Analysis Description: 8270E Solid MSSV Microwave PAH
Associated Lab Samples: 92453338005
METHOD BLANK: 2738516
Associated Lab Samples: 92453338005
Parameter
Units
i Matrix:
Blank
Result
Solid
Reporting
Limit
Analyzed
1-Methylnaphlhalene
ug/kg
ND
330
11/19/19 14:19
2-Methylnaphthalene
ug/kg
ND
330
11/19/19 14:19
Acenaphthene
ug/kg
ND
330
11/1911914:19
Acenaphthylene
ug/kg
ND
330
11/19/19 14:19
Anthracene
ug/kg
ND
330
11/19/19 14:19
Benzo(a)anthracene
ug/kg
ND
330
11/1911914:19
Benzo(a)pyrene
ug/kg
ND
330
11/19/19 14:19
Benzo(b)fluoranthene
ug/kg
ND
330
11/19/19 14:19
Benzo(g,h,i)perylene
ug/kg
ND
330
11/19/19 14:19
Benzo(k)fluoranthene
ug/kg
ND
330
11119/1914:19
Chrysene
ug/kg
NO
330
11/19/19 14:19
Dibenz(a,h)anlhracene
ug/kg
NO
330
11/19/19 14:19
Fluoranthene
ug/kg
NO
330
11/19/19 14:19
luorene
ug/kg
NO
330
11/19/19 14:19
�ndeno(1,2,3-cd)pyrene
ug/kg
NO
330
11/19/19 14:19
Japhthalene
ug/kg
NO
330
11/19/19 14:19
Phenanthrene
ug/kg
NO
330
11/19/19 14:19
Pyrene
ug/kg
NO
330
11/19/19 14:19
2-Fluorobiphenyl(S)
%
80
30-110
11/19/19 14:19
Nitrobenzene-d5 (S)
%
77
23-110
11/19/19 14:19
Terphenyl-d14 (S)
%
84
28-110
11/19/19 14:19
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
2738517
Units
Spike
Conc.
LCS
Result
LCS
%Rec
%Rec
Limits
1-Methylnaphlhalene
ug/kg
1670
1230
74
55-130
2-Methylnaphthalene
ug/kg
1670
1250
75
54-130
Acenaphthene
ug/kg
1670
1380
83
60-130
Acenaphlhylene
ug/kg
1670
1440
86
60-130
Anthracene
ug/kg
1670
1510
91
63-130
Benzo(a)anthracene
ug/kg
1670
1460
88
59-130
Benzo(a)pyrene
ug/kg
1670
1500
90
57-130
Benzo(b)fluoranthene
ug/kg
1670
1450
87
54-130
Benzo(g,h,i)perylene
ug/kg
1670
1550
93
59-130
Benzo(k)fluoranthene
ug/kg
1670
1490
90
54-130
Chrysene
ug/kg
1670
1370
82
58-130
Dibenz(a,h)anlhracene
ug/kg
1670
1460
88
59-130
Fluoranthene
ug/kg
1670
1400
84
65-130
Fluorene
ug/kg
1670
1370
82
63-130
Indeno(1,2,3-cd)pyrene
ug/kg
1670
1510
91
60-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, L-C.
Page 42 of 52

aceAnalXical
wunvpacelabuore
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
LABORATORY CONTROL SAMPLE:
2738517
Spike
LCS
LCS
%Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Naphthalene
ug/kg
1670
1310
78
55-130
Phenanthrene
ug/kg
1670
1430
86
62-130
Pyrene
ug/kg
1670
1510
91
53-130
2-Fluorobiphenyl (S)
%
72
30-110
Nitrobenzene-d5(S)
%
70
23-110
Terphenyl-d14 (S)
%
73
28-110
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
MATRIX SPIKE & MATRIX SPIKE
Parameter
DUPLICATE: 2738521
MS
92444633003 Spike
Units Result Conc.
MSD
Spike
Conc.
2738522
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
%Rec
Limits
RPD Qual
1-Melhylnaphthalene
ug/kg
6490
1720 1690
6650
7480
9
58
12-130
12 M1
2-Melhylnaphthalene
ug/kg
9240
1720 1690
8520
9280
-42
2
18-130
9 M1
Acenaphthene
ug/kg
NO
1720 1690
1420
1450
83
85
20-130
2
Acenaphthylene
ug/kg
NO
1720 1690
1350
1330
78
79
25-130
1
Anthracene
ug/kg
NO
1720 1690
1470
1460
85
86
29-130
0
Benzo(a)anthracene
ug/kg
NO
1720 1690
1330
1360
77
80
19-130
3
��Benzo(a)pyrene
ug/kg
NO
1720 1690
1390
1410
81
83
12-130
1
3enzo(b)fluoranlhene
ug/kg
ND
1720 1690
1330
1320
78
78
14-130
1
_ Benzo(g,h,i)perylene
ug/kg
NO
1720 1690
1470
1570
85
92
10-130
7
Benzo(k)fluoranthene
ug/kg
ND
1720 1690
1370
1360
80
80
14-130
1
Chrysene
ug/kg
ND
1720 1690
1260
1270
73
75
22-130
1
Dibenz(a,h)anthmcene
ug/kg
ND
1720 1690
1470
1550
85
92
10-130
6
Fluoranlhene
ug/kg
ND
1720 1690
1370
1360
80
80
33-130
0
Fluorene
ug/kg
ND
1720 1690
1510
1560
72
76
22-130
3
Indeno(1,2,3-cd)pyrene
ug/kg
ND
1720 1690
1460
1550
85
92
10-130
6
Naphthalene
ug/kg
1300
1720 1690
2340
2050
60
44
15-130
13
Phenanthrene
ug/kg
ND
1720 1690
1430
1440
80
82
27-130
1
Pyrene
ug/kg
ND
1720 1690
1390
1390
81
82
19-130
0
2-Fluorobiphenyl(S)
%
62
66
30-110
Nitrobenzene-d5 (S)
%
122
137
23-110
SO
Terphenyl-d14 (S)
%
63
68
28.110
Results presented on this page are In the units Indicated by fte ILI IW column except where an alternate unit Is presented to the right of the resulL
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 11/201201912:24 PM without the written consent of Pace Analytical Services,LLC.
Page 43 of 52

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QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Batch: 509971
Analysis Method: MADEP EPH
QC Batch Method: MADEP EPH
Analysis Description: MADEP EPH NC Soil
Associated Lab Samples: 92453338001, 92453338002,
92453338003, 92453338004, 92453338005
METHOD BLANK: 2736776
Matrix: Solid
Associated Lab Samples: 92453338001, 92453338002,
92453338003, 92453338004, 92453338005
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Aliphatic (C09-C18)
mg/kg
ND 9.9
11/18/19 16:07
N2
Aliphatic (C19-C36)
mg/kg
NO 9.9
11/18/19 16:07
N2
Aromatic (C11-C22)
mg/kg
NO 9.9
11/18/19 16:07
N2
2-Bromonaphthalene (S)
%
98 40-140
11/18/19 16:07
2-Fluorobiphenyl (S)
%
104 40-140
11/18/19 16:07
Nonalriaoontane (S)
%
71 40-140
11/18/19 16:07
o-Terphenyl(S)
%
82 40-140
11/18/19 16:07
LABORATORY CONTROL SAMPLE 8 LCSD:
2736777
2736778
Spik
1-CS LCSD
LIDS LCSD
% Rec
Max
Parameter
Units
Conc.
Result Result
110 NO NO
% Rec % Rao
46 50
Limits RPD
40-140
RPD Qualifiers
50 N2
Aliphatic (C09-Cl8) mg/kg
`kliphatic (C19-C36)
mg/kg
13.4
NO NO
70 68
40-140
50 N2
Aromatic(C11-C22)
mg/kg
28.4
22.9 21.5
80 75
40-140
6 50 N2
2-Bromonaphthalene (S)
%
81 81
40-140
2-Fluorobiphenyl(S)
%
98 107
40-140
Nonatriaoontane (S)
%
75 66
40-140
o-Terphenyl(S)
%
93 85
40-140
MATRIX SPIKE 8 MATRIX SPIKE DUPLICATE: 2736779
2736780
MS
MSD
92453338001
Spike
Spike MS
MSD MS
MSD
%Rec
Parameter Units
Result
Conc,
Conc. Result
Result % Rao % Rec
Limits RPD Qual
Aliphatic(C09-C18) mg/kg
NO
3d.4 31.1 ND
NO
23 32
40.140 M1,N2
Aliphatic (C19-C36) mg/kg
ND
46.6 41.2 ND
NO
58 63
40-140 N2
Aromatic (C11-C22) mg/kg
ND
86.4 87.6 49.1
63.7
54 70
40.140 26 N2
2-Bromonaphthalene (S) %
45 40
40-140
2-Fluorobiphenyl (S) %
87 99
40-140
Nonatriacontane (S) %
61 66
40-140
o-Terphenyl(S) %
63 76
40-140
Results presented on this page are In the units Indicated b' the 9lnits• column except where an allemale unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the wA.sn consent of Pace Analytical Services, L-C.
Page 44 of 52

aceAnalXical
www.paceleEs.cste
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
Pace Analytical Services, LLC
9800Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Balch: 509363 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338005, 92453338007, 92453338008
SAMPLE DUPLICATE: 2733769
92453084001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 31.2 24.0 26 D6
SAMPLE DUPLICATE: 2733770
92453505003 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 26.6 26.5 0
Results presented on We page are In the units Indicated by Me'Units' column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, U.C. Page 45 of 52

Pace Analytical Services, LLC
aceAnalytical o 9800 Kinsey Ave. Suite 100
Huntersville, NC 28078
wvaapacelabs.com [phone]
QUALITY CONTROL DATA
Project: Cape Fear Dredge
Pace Project No.: 92453338
QC Balch: 509833
Analysis Method:
EPA 9060A
QC Balch Method: EPA 9060A
Analysis Description:
9060 TOC, AVL
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338005, 92453338007, 92453338008
METHOD BLANK: 2735998
Matrix: Water
Associated Lab Samples: 92453338001, 92453338002, 92453338003, 92453338004, 92453338005, 92453338007, 92453338008
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Mean Total Organic Carbon
mg/kg
ND
600 11116/1911:15
Total Organic Carbon
mg/kg
ND
600 11116/19 11:15
Total Organic Carbon
mg/kg
ND
600 11/16/1911:15
Total Organic Carbon
mg/kg
ND
600 11/16/1911:15
Total Organic Carbon
mg/kg
ND
600 11/1611911:15
LABORATORY CONTROL SAMPLE:
2735999
Spike LCS
LCS % Rae
Parameter
Units
Cone. Result
%Rec Limits Qualifiers
Mean Total Organic Carbon
mg/kg
120000 125000
104 80-120
Total Organic Carbon
mg/kg
120000 125000
104
Total Organic Carbon
mg/kg
120000 120000
100
Total Organic Carbon
mg/kg
120000 131000
109
'Total Organic Carbon
mg/kg
120000 125000
104
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
2736000
2736001
MS
MSD
92453338001
Spike
Spike
MS
MSD
MS
MSD
%Rec
Parameter
Units
Result
Cone.
Cone.
Result
Result
% Rae
% Rae
Limits RPD Qual
Mean Total Organic Carbon
mg/kg
48400
148000
148000
198000
191000
101
97
80-120 3
Total Organic Carbon
mg/kg
48400
148000
148000
208000
217000
108
114
4
Total Organic Carbon
mg/kg
48500
148000
148000
197000
160000
100
76
21
Total Organic Carbon
mg/kg
47500
148000
148000
187000
214000
94
113
14
Total Organic Carbon
mg/kg
48900
148000
148000
199000
173000
102
84
14
Results presented on this page are in the units Indicated by the'UnIW column except where an alternate unit Is presented to the right at the result
Date: 11/20/2019 12:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 46 of 52

Pace Analytical Services, LLC
® 9800 Kincey Ave. Suite 100
aceAnalytical Huntersville, NC 28078
w .pacelaluixam [phone]
QUALIFIERS
Project: Cape Fear Dredge
Pace Project No.: 92453338
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL -Practical Quantitation Limit.
RL - Reporting Limit -The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nilrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
BC The same analyte was detected in an associated blank at a concentration above 1/2 the reporting limit but below the
laboratory reporting limit.
D3 Sample was diluted due to the presence of high levels of non -target analyles or other matrix interference.
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditalions/certifications may apply. A
complete list of accreditations/certifications is available upon request.
So Surrogate recovery outside laboratory control limits.
St Surrogate recovery outside laboratory control limits (confirmed by re -analysis).
v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the
associated samples may have a high bias.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, L-C. Page 47 of 52

Pace Analytical Services, LLC
aceAnalj41cal0 9800 KinceyAve. Suite 100
Huntersville, NC 28078078
www.Pacelabs.cam [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
Cape Fear Dredge
92453338
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92453338001
D-1
EPA 3546
510174
EPA 8081B
510284
92453338002
D-2
EPA 3546
510174
EPA 8081B
510284
92453338003
D-3
EPA 3546
510174
EPA 8081E
510284
92453338004
D-4
EPA 3546
510174
EPA 8081B
510284
92453338005
D-5
EPA 3546
510174
EPA 8081 B
510284
92453338001
D-1
9071B
510067
9071B
510100
92453338002
D-2
9071B
510067
9071B
510100
92453338003
D-3
9071B
510067
9071B
510100
92453338004
D-4
9071B
510067
9071B
510100
92453338005
D-5
9071B
510067
9071B
510100
92453338001
D-1
MADEP EPH
509971
MADEP EPH
510288
92453338002
D-2
MADEP EPH
509971
MADEP EPH
510288
92453338003
D-3
MADEP EPH
509971
MADEP EPH
510288
92453338004
D-4
MADEP EPH
509971
MADEP EPH
510288
92453338005
D-5
MADEP EPH
509971
MADEP EPH
510288
92453338001
D-1
MADEP VPH
509289
MADEP VPH
509845
92453338002
D-2
MADEP VPH
509289
MADEP VPH
509845
92453338003
D-3
MADEP VPH
509289
MADEP VPH
509845
. 92453338004
D-4
MADEP VPH
509289
MADEP VPH
509845
82453338005
D-5
MADEP VPH
509289
MADEP VPH
509845
92453338001
D-1
F,PA 3050E
509739
EPA6010D
509873
92453338002
D-2
PA 3050B
509739
EPA6010D
509873
92453338003
D-3
EPA 3050B
509739
EPA6010D
509873
92453338004
D-4
EPA 3050B
509739
EPA6010D
509873
92453338005
D-5
EPA 3050B
509739
EPA6010D
509873
92453338007
D-1 Duplicate
EPA 3050B
509739
EPA6010D
509873
92453338008
D-1 Triplicate
EPA 3050B
509739
EPA6010D
509873
92453338001
D-1
E PA 7471 B
509724
EPA 7471 B
509765
92453338002
D-2
EPA7471B
509724
EPA 7471E
509765
92453338003
D-3
EPA7471B
509724
EPA 7471B
509765
92453338004
D-4
EPA 7471E
509724
EPA7471B
509765
92453338005
D-5
EPA 7471 B
509724
EPA 7471 B
509765
92453338007
D-1 Duplicate
EPA 7471B
509724
EPA 7471E
509765
92453338008
D-1 Triplicate
EPA 7471B
509724
EPA 7471B
509765
92453338001
D-1
EPA 3546
510140
EPA 8270E
510217
92453338002
D-2
EPA 3546
510140
EPA 8270E
510217
92453338003
D-3
EPA 3546
510140
EPA 8270E
510217
92453338004
D-4
EPA 3546
510140
EPA 8270E
510217
92453338005
D5
IEPA 3546
510394
EPA 8270E
510564
92453338001
D-1
1
EPA 5035A
509600
EPA 8260D
509603
92453338002
D-2
PA 5035A
509746
EPA 8260D
509770
92453338003
D-3
PA 5035A
509746
EPA 82600
509770
92463338004
D-4
EPA 5035A
509746
EPA 8260D
509770
92453338005
D-5
EPA 5035A
509746
EPA 8260D
509770
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced, except in full,
Dale: 11/20/2019 12:24 PM
Without the wdRen consent of Pace Analytical Services, LLC.
Page 48 of 52

Pace Analytical Services, LLC
Kincey100
aceAnalXical o 9800Hunte svlle, NCve.1te 28078
www.pacelabs.com [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Cape Fear Dredge
Pace Project No.: 92453338
Lab ID
Sample ID
QC Batch Method
Analytical
QC Batch Analytical Method Batch
92453338001
D-1
ASTM D2974-87
509363
92453338002
D-2
ASTM D2974-87
509363
92453338003
D-3
ASTM D2974-87
509363
92453338004
D-4
ASTM D2974-87
509363
92453338005
D-5
ASTM D2974-87
509363
92453338007
D-1 Duplicate
ASTM D2974-87
509363
9245333800E
D-1 Triplicate
ASTM D2974-87
509363
92453338001
D-1
EPA 9060A
509833
92453338002
D-2
EPA 9060A
509833
92453338003
D-3
EPA 9060A
509833
92453338004
D-4
EPA 9060A
509833
92453338005
D-5
EPA 9060A
509833
92453338007
D4 Duplicate
EPA 9060A
509833
92453338008
D-1 Triplicate
EPA 9060A
509833
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 11/20/2019 12:24 PM without the written consent of Pace Analytical Services, LLC. Page 49 of 52

i
m
Document Name:
Sample Condition Upon Recel t(SCUR)
Document Revised: February 7, 2018
Page I of
Analytleal
Document No.:
Issuing Authority:
F-CAR-CS-033-Rev.05
Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ❑ Eden[—] Greenwood ❑ Huntersvllle ❑ Raleigh[] Mechanicsville[]
• client N me: y� /'��W9#'' ��453338, -
1 G� 0 1 1 Project #:
Courier: Fed Ex ❑UPS ❑LISPS ❑Client II III�(!I'I Ilrl I Irlllll`'I'
❑ Commercial ❑P LEe ❑other. 92453336
Custody Seal Present? es ❑No Seals intact? es []NO ---"—"-"'---""-` - ,_
Bate/Initleh Person Examining Contents:,�IIL� 1` �
Packing Material: ❑Bubble Wrap ❑Bubble Bags ❑None ❑ Other Biological Tissue cozen?
Thermometer. ❑Yes ❑No N/A
❑IR Gun ID: 92TO58
Type ellm: et ❑Blue ❑None
Cooler Temp (Y): Correction Factor: Add/Subtract ('C) O.OeC
Temp shouldbe abovefreezeng to 6'C,
Cooler Temp Corrected ('el: ❑Samples out oftemp criteria. Samples an ice, cooling process
hasbegun
USDA Regulated oll (❑ N/A, water sample)
Did samples oN ' ate Ina quarantine zone within the United States: CA, NY, or SC (check maps)? Did samples originate from aforeign source lint banally,
. r_l _- InrAdine Hawaflantl Puerto Rlral7 l-IYea 0 a
comments/Ohcre anc .
Chain of CustodyPresent?
Yes
,t.
ONO
ONIA
1.
Samples Arrived within Hold Time?
- es
ONO
x a
2.
Short Haiti Time Analysis J<n hr.)?
ves
o
N a
3.
'
Rush Turn Around Time Re uasted?
Over
No
❑N/A
�4.
i4clent Volume?
Correct Containers Used?
-Pace. Containers Used?
lbly.
vFs
V
ONO
ONO
EINIA
❑N/A
NA
S.
6. '
I'
'
Containers intact?
ves
—[7]No
ONO
N A
7.
Dissolved analysis: Samples Field Filtered?
ON.
/A
8.
Sample -Labels Match COC?
-Includes Date/Time/ID/Anal sis Matrix,
Yees
SL
❑N/A
9. uhW
�n
Q' W.OLIYV' d �PEQRy
Coc
.�
' Headsace in VOA Vials>S-Gmm?
OYU
No
/A
10.
Trip Olank Present?
TripBlank CustodySeals Present?
Oyes
Yes
ONO
No
A
In
11.
COMMENTS/SAMPLE DISCREPANCY
Lot ID of split contalnars:
CLIENT NOTIFICATION/RESOLUTION
Person. Contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Date/nme:
Field Data Required? Over ONO
Date: Vrs
Date: 11/1.3
Page 50 of 52

Document Name:
Document Revised: February 7, 2018
w
aceMalytical
Sample Condition Upon Recel t(SCUR)
Page 1 of 2
Document No.:
Issuing Authority:
FCAR-CS-033-Rev.06
Pace Carolinas quality Office
*Check mark top half of box if pH and/or dechlorination Is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Callform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
"Bottom half of`box Is to list number of bottle
Project q TWO -: 92453338
PMfi PTE'' "Due%Date: 11/29/19
CL-IENT`.'WTereac;
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Sample ID
Type of Preservative
pH upon receipt
Date
pmservadon adjusted
'Time presenalon
• adjusted
Amount of preservative
added
WIN
Note: Whenever there is a discrepancy affecting North Carauna compaance samples, a copy or usu roan wm oe sent to me nann earoima ucnnn s mucauvn usnce p.e.
Out ofhold, Incorrect preservative, out oftemp, incorrectcontainers
— --- Page 51 of 52

CHAIN -OF -CUSTODY 1 Analytical Request Document o
ce The Chain -of -Custody is a LEGAL. DOCUMENT, All relevant fields must be completed accurately.
m
Section A Section R Section C
or
Required Client Information: Required Project hNortwtion: Invoice lydomladon: Page:
t Of t
Company. Tonacen-Savannah, GA Report To: Leah Mope OOC Attention:
I -
Adoress: =01 Rovtand Ave
Copy To:
Company Name:'
Savannah:GA31404
Address: 'Lp;t Ali p,-
—'.-'—'•'r^
Email Imiodre lerteedn.com
Purchase Orders: ESIOJ—TSLII,
Paw Ouale
Plane: NONE lFax
Pmjeet Name: CEDE Fear DrEdge
Pam Project Manages tayles.M.1liepowlabs.mrN
Requested Due Data:
Project d: F 00 1 q
Pare Profle&. 7728.1
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Page 1 of 5
Jennifer Waters - Fwd: RE: [External] Re: Soil Sampling Requirements
From:
Angelo Waters
To:
Jennifer Waters
Date:
5/4/2020 12:18 PM
Subject:
Fwd: RE: [External] Re: Soil Sampling Requirements
Attachments:
IMAGE.jpeg; IMAGE.jpeg
FYI
>>> "Lane, Ervin' <[e-mail]> 5/4/2020 12:04 PM >>>
Mr. Waters,
If the material is disposed of at a CDF as designated and overseen by the USACE, the Solid Waste would not object.
Due to arsenic and cobalt concentrations, the material should not be placed on undisturbed properties or any area
not designated as a CDF. Feel free to contact me if you would like to further discuss.
Ervin Lane
Hydlrogeolopst, Solid WasteSection
North Carolina Department of Environmental Quality
919.707.8288 (Office)
[e-mail]
Ema;l comes onderxe to and from it address is sub(ect to ft
AkwVl CerolM Pubt Rewrds taw and may be ttfscbssed to 1hhd partf6s.
From: Angelo Waters [[e-mail]
Sent: Thursday, April 30, 2020 3:26 PM
To: Lane, Ervin <[e-mail]>
Cc: Jennifer Waters <[e-mail]>
Subject: RE: [External] Re: Soil Sampling Requirements
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good afternoon Ervin,
I am touching base regarding the maintenance dredging project at National Gypsum in Wilmington, INC. In January (see
email below), we provided you with the sediment sampling results from the proposed maintenance dredge area.
We are in permit scoping discussions with DEQ, Division of Water Resources and the Army Corps of Engineers. The
dredge sediment will be hydraulically pumped to an upland CDF located directly across the Cape Fear River from the
maintenance dredge area (project location map is attached). The dredge material will be discharged at the CDF, which
will be isolated by an earthen berm. After the dredge material is placed in the isolated area, effluent will drain back to
the river in a controlled manner via a weir system.
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Page 2 of 5
Please clarify (from a Solid Waste Section perspective) that the sediment results we supplied in January is sufficient for
this upland CDF.
Thanks,
Angelo
Angelo J. Waters, PE, Leed AP I Vice President- Environmental Services
Urban Engineers, Inc. 1.530 Walnut Street I Philadelphia, PA 19106
Office: 215-922-8081, ext. 1273 1 Cell: 215-284-316
Connect with Us:
finstaltram.coml
1lnstagram.comlFacebook rfacebook.coml I YouTube ryoutube.coml I Twitter rtwltter.coml I Linkedln rllnkedln.Coml 1
Instaeram rinstaaram.coml
Confidentiality Notice: This e-mail and any attachments may contain confidential information. If you receive this message in error or are not the Intended recipient, notify
the sender Immediately and do not retain, distribute, disclose or use any of this Information and destroy the e-mail and any attachments or copies.
>>> "Lane, Ervin" <[e-mail]> 1/8/2020 2:57 PM >>>
Mr. Waters,
The material may be transported to any property that is designated as a confined disposal facility such as the two
identified in the report. Due to concentrations of arsenic and cobalt above the PSRGs, the material should not be
transported to undisturbed properties or any area not designed for dredge material disposal. Feel free to contact me
if you have additional questions.
D E Qvat S!'MtA!f`
mvsstttvAiWsfiq
Enin Lane
Hyrliogeologist, Solid.1frasteSection
North -Carolina Dep=nent of Environmental Quality
919.707.8288 (Office)
Ervin.Lanera�ncdenr.gov
Email correspondence to and from this address is subject to the
Noah Cartfiga Public records Lawami maybe dsCbseci to fhiref panles.
From: Angelo Waters rmailto:[e-mail]]
Sent: Wednesday, January 8, 2020 1:48 PM
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Page 3 of 5
To: Lane, Ervin <[e-mail]>
1 Cc: Jennifer Waters<[e-mail]>
Subject: RE: [External] Re: Soil Sampling Requirements
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Ervin,
Last year you provided guidance tome with regard to soil standards (see string below). We have proceeded with
conducting sediment sampling at our clients facility in anticipation of potentially transporting the dredge material to
a privately owned parcel located across the Cape Fear River from our site. The privately owned parcel was previously
used for dredge disposal.
I have attached the sediment sampling report for your reference. In summary, arsenic and cobalt were the only
constituents to exceed the residential health based PSRG's and the protection of groundwater PSRG's. There were no
volatile organic exceedances or detections.
Based on the previous use of the accepting parcel as a dredge disposal facility, is it possible that our dredge material
can be transported to and disposed at this parcel?
Thank you in advance for your guidance
-Angelo
Angelo J. Waters, PE, Leed AP I Vice President -
Urban Engineers, Inc. 1 530 Walnut Street I Phil
Office: 215-922-8081, ext. 1273 1 Cell: 215-284-
Connect with Us:
www.urbanengineers.com
Facebook I YouTube I Twitter I Linkedln
Confidentiality Notice: This e-mail and any attachments may co
the sender Immediately and do not retain, distribute, disclose c
>>> Angelo Waters 4/4/2019 11:48 AM >>>
Ervin,
Thank you again. Very helpful.
-Angelo
ental Services
PA 19106
I information. If you receive this message in error or are not the intended recipient, notify
information and destroy the e-mail and any attachments or copies.
Angelo 1. Waters, PE, Leed AP I Vice President - Environmental Services
Urban Engineers, Inc. 1 530 Walnut Street I Philadelphia, PA 19106
Office: 215-922-8081, ext. 1273 1 Cell: 215-284-3161
Connect with Us:
file:///C:/Users/jlwaters/AppData/Local/Temp{XPgrpwise/5 EB 007F 9urbanO l urban-hq 100... 5/28/2020

Page 4 of 5
www. u rba n e nF, i n e e rs. c o m
Facebook I YouTube I Twitter I Linkedln I Instagram
Confidentiality Notice: This e-mail and any attachments may contain confidential information. If you receive this message in error or are not the intended recipient, notify
the sender Immediately and do not retain, distribute, disclose or use I any of is information and destroy the e-mail and any attachments or copies.
>>> "Lane, Ervin' <ervin.lane@ncdencoov> 4/4/2019 11:46 AM >>>
Placement of dredge spoils on the same property would only need to be sampled if a known contaminant release
occurred where the dredge spoils are located. If there was not a known release, the spoils can be excavated and
placed on the same property without being sampled.
From: Angelo Waters<aiwaters(lurbaneneinee'rs.com>
Sent: Thursday, April 04, 2019 10:38 AM
To: Lane, Ervin <ervin.lane@ncdenr.¢ov>
Subject: [External] Re: Soil Sampling Requirements
= CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Thank you.
Can you confirm that placement of dredge spoils on the same property also does not need to be sampled?
-Angelo
Angelo J. Waters, PE, Leed AP I Vice President- Environmental Services
Urban Engineers, Inc. 1 530 Walnut Street I Philadelphia, PA 19106
Office: 215-922-8081, ext. 1273 1 Cell: 215-284-3161
Connect with Us:
www.urbanengineers.com
Facebook I YouTube I Twitter I Linkedln I Instazram
Confidentiality Notice: This e-mail and any attachments may contain confidential information. If you receive this message in error or are not the Intended recipient, notify
the sender immediately and do not retain, distribute, disclose or use any of this information and destroy the e-mail and any attachments or copies.
>>> "Lane, Ervin" <[e-mail]> 4/4/2019 10:33 AM >>>
Mr. Waters,
As stated in my voicemail, soil being excavated and moved to a different area within the same parcel does not need to
be sampled. Soil that is excavated and proposed to be moved to another property should be analyzed for a total
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Page 5 of 5
constituent analysis of Appendix I volatile organic compounds via EPA Method 8260 and Metals via EPA method
6010. These results should be compared to the Residential health based and Protection of groundwater preliminary
soil remediation goals in the table below:
PSRG Table
If the results are less than both values in those two columns, the material can be classified as inert and can be placed
anywhere without restrictions. Feel free to contact me if you have any additional questions.
file:///C:/Users/j lwaters/AppData/Local/Temp/XPgrpwis e/5EB007F 9urban0l urban-hq 100... 5/28/2020

North Carolina Department ofEnvironinental Quality
C ` Division of Coastal Management Q Major Permit Application
m Section 16—Scoping Meeting Minutes
CAMA MAJOR PERMIT APPLICATION
SECTION 16 - SCOPING MEETING MINUTES
Two scoping meetings were held for this project; one on July 30, 2019 to discuss disposal facility
and dredging options and a follow-up on April 17, 2020 once a potential disposal facility was
identified. The minutes from these meetings are included in this section.

National Gypsum Wilmington Scaping Meeting
July 30, 2019
The sign -in sheet will be provided by Cameron Weaver.
After introductions, Peter Brennan explained that the proposed project involves maintenance dredging
of approximately 6,000 to 7,000 cubic yards of material adjacent to National Gypsum's Wilmington
Facility berth. He indicated the dredging would occur to -36 feet and we were previously permitted to -
44 feet. Meghan Zehringer explained that the project is needed in the near future (in 2020) to continue
operations at the Wilmington facility. Jennifer Waters explained the dredge disposal options that have
assessed to date and associated challenges, which included:
• Disposal of material at Eagle Island — New US Army Corps of Engineers (USACE) requirements
prohibit disposal at Eagle Island.
• Disposal of material onsite — 8.2 acres is available onsite, however, a majority of this area is
covered in wetlands and regulated trees. The dredge material would be — 6 to 8 feet high
saturated onsite.
• Disposal of material at an upland facility — Dewatering is required, and a location to dewater is
not available and ciewatering on barges would take significant time.
• Ocean Dumping— Very complex and timely process.
• Agitation Dredging —Typically limited to shallow dredge areas (<2 feet).
Jennifer Waters inquired about the potential to use agitation dredging for this project since the project
is maintenance dredging and is shallow in most of the dredge area. Urban and National Gypsum
confirmed that the Major Permit would be for dredging only and that there would be no additions to the
pier structure at this time.
Tyler Crumbley from the USACE indicated that critical habitat for Atlantic Sturgeon are within the
project area. He also indicated that Primary Nursery Areas (PNA) are within the project area. He
indicated that the USACE would not object to agitation dredging but impacts to the critical habitat and
PNA would need to be assessed. He also indicated that the project is located in manatee habitat and the
guidelines to protect manatee must be followed.
Kathryn Thurston from the City of Wilmington indicated that she has no comments on the project since
it is outside of her jurisdiction. However, she indicated that Sunset Park is on the National Register of
Historic Places and if the project area is visible from the Park, Section 106 would be required.
Richard from the National Marine Fisheries indicated that agitation dredging is not ideal due to potential
impacts downstream to Atlantic Sturgeon. He confirmed that an Essential Fish Habitat (EFH) review
would be required for the potential PNA impacts.
Peter Brennan inquired about the possibility to dispose of the material in the water within National
Gypsum's property. USACE and NCDENR indicated this would be fill and would not be a good option.
Curt Weychert indicated that avoidance of impacts is ideal and then minimization of impacts. He
indicated that the reason for not employing mechanical means of dredging must be thoroughly
explained in order to be approved to use another method. He indicated that there will likely be seasonal
restrictions on dredging. Urban and National Gypsum indicated they are aware of this and are prepared
to dredge in late fall/early winter.
USACE and NCDENR recommended that National Gypsum contact the North Carolina State Ports
Authority to see if they can be included in the Ports large dredging project. Cameron Weaver
recommended to contact Todd Walton ([e-mail]).

SIGN UP SHEET
SCOPING MEETING
National Gypsum
Dredging Proposal
New Hanover Count
July 30, 2019
Name
Agency
Phone
Email
Cameron Weaver
NCDEQ-DEACS
910-796-7265
CameIon.Weayer(%a,ncdenr.goy
Jordan Jessop
USACE
910-251-4810
Jordan.JessopOusace.army.mll
Tyler Crumbley
USACE
910-251-4170
Ty1er.Crumbley(d),usace.armv.mil
Curt Weychert
DMF
252-808-8050
Curt.Weychert(i�ncdenr.gov
Chad Coburn
DWR-401
910-796-7379
Chad.Coburn(@ncdenr.gov
Jennifer Waters
Urban Engineers
215-922-8081 x
1292
ilwaters(@urganengineers.com
Tara MacPherson
DCM
910-796-7425
Tara.MacPherson(d)ncdenr.gov
Debbie Wilson
DCM
910-796-7266
Debra.Wilson(@ncdenr.gov
Peter Brennan
Urban Engineers
215-922-8081 x
1092
PBrennan n urbanengineers.com
Meghan Zehringer
National Gypsum
704-365-7405/
719-310-9446
Meghanz(a,nationalgyasum.com
Brendan Brock
DCM
910-796-7270
Brendan.Brockna,ncdenr.goy
*Maria Dunn
NCWRC
252-948-3916
Maria.Dunn(a ncwildlife.org
*Kathy Matthews
US FWS
919-856-4520 x 27
Kathryn Matthews(a)fws.gov
*Fritz Rohde
NOAA-NMF
252-838-0828
Fritz.Rohde(a)na� oaa.gov
Tyler McGuire
DCM
910-796-7424
Tyler.McGuire(a,ncdenr.goy
Kathryn Thurston
City of
Wilmington
910-341-3249
K&an.Thurston(@wilmingtonnc.gov
X Unavailable
*by Conference Line
*919-420-1375
NCDEQ
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE
WILMINGTON, NC 28405
910-796-7215, FAX [phone]

National Gypsum Wilmington Scoping Meeting
April 17, 2020
The sign -in sheet will be provided by Cameron Weaver.
After introductions, Jennifer Waters discussed the proposed project and summarized the results of the
July 30, 2019 Scoping Meeting that was held for the same project. She explained that the proposed
project involves maintenance dredging of approximately 17,000 cubic yards of material adjacent to
National Gypsum's Wilmington Facility berth. She indicated the dredging would occur to -36 feet and
the area previously permitted to -44 feet. Ms. Waters explained the National Gypsum has identified a
potential private disposal facility directly across the Cape Fear River in Brunswick County. Meghan
Zehringer explained that the project is needed in the near future to continue operations at the
Wilmington facility.
Ms. Waters explained that National Gypsum plans to apply for maintenance dredging the area via
hydraulic dredging (this was the method previously approved in permits obtained in the 1990s and
2000s). She inquired about potentially also using mechanical dredging in certain locations due to the
presence of timber in the dredge area. Tyler Crumbley recommended that the potential use of both
dredging methods be included in the permit application.
Ms. Waters inquired about piggybacking on the Cape Fear Channel maintenance in the project area. Mr.
Crumbley indicated that this area is dredged each year and that the North Carolina State Ports Authority
should be contacted to see if National Gypsum's project could piggyback an upcoming channel dredging
project. Ms. Zehringer inquired about the permit needed to piggyback on the channel dredging project.
It was recommended that National Gypsum obtain a permit at the private disposal facility in case the
piggybacking project does not work out. It;was confirmed that if National Gypsum piggybacks on this
project, it would make use of the NCSPA disposal permit, and National Gypsum would not need its own
separate permit to dispose at Eagle Island.
Mr. Crumbley indicated that the recent 2020 SARBO will likely apply to the project and would preclude
the need for species assessments, including Atlantic Sturgeon. Twyla Cheatwood indicated that an EFH
assessment is still required.
Mr. Crumbley indicated that the USACE requires the following items in addition to the items required for
the DCM permit: 1) Biological Assessment, 2) EFH Assessment, and 3) Discussion on impact avoidance
and minimization measures. Tara McPherson indicated that the permit applications are sent to DCM and
then are filtered to all of the relevant agencies. She stated that at least one hard copy is required
(printed on 8.5"xll" or 11"x17" paper). If there is significant color maps/pages, five hard copies are
required.
Kelly Johnson indicated that if there is no construction occurring as part of the project, you can apply for
a State stormwater exclusion. If minor construction is required related to the weir and effluent
structure, there are general permits related to stormwater to which this would apply. Peter Brennan
indicated that the site should be generally usable, however, an inspection will be performed to verify
the condition, and minor maintenance may be required on the existing weir and outlet structure.
Mr. Crumbley indicated that this would be permitted under the PGP 291 process. It was indicated that if
the wetlands on the private disposal facility will be impacted, this will need to be addressed in the
application.
Ms. Zehringer indicated that National Gypsum had previously disposed of material at the private
disposal area. Ms. McPherson and Robb Mairs indicated there may be surface water quality issues from
effluent and that correspondence with NCbEQ should be provided in the permit package.

SIGN UP SHEET
SCOPING MEETING
National Gypsum
*by Conference Line for all
Dredging Proposal
New Hanover County
April 17, 2020
Name
Agency
Phone
Email
Cameron Weaver
NCDEQ-DEACS
910-796-7265
Cameron.Weayer(C/7,ncdenngoy
Greg Currey
USACE
910-251-4707
Gregory.E.Currey6c�usace.armv.mil
Tyler Crumbley
USACE
910-251-4170
Tyler. Crumbley(c usace.army.mil
Curt Weychert
DCM
252-808-2808
Curt.Wevchert(@ncdenr.eov
Robb Mairs
DWR-401
910-796-7303
Robb.Mairs(@ncdenr.gov
Jennifer Waters
Urban Engineers
215-922-8081 x
1292
ilwatersna,urbanengineers.com
Tara MacPherson
DCM
910-796-7266
Tara.MacPherson(oDncdenr.gov
Maria Dunn
NCWRC
252-948-3916
Maria.Dunn(&ncwildlife.ore
Peter Brennan
Urban Engineers
215-922-8081 x
1092
PBrennan(@urbanengineers.com
Meghan Zehringer
National Gypsum
704-365-7405/
719-310-9446
Meghanzna,nationalgypsum.com
Kathy Matthews
US FWS
919-856-4520 x 27
Katbryn Matthewsna,fws.gov
Jimmy Harrison
DMF
252-948-3845
James.Harrisonnn,nedenr.eov
Patrick Amico
DCM
910-796-7423
Patrick.AmicoPnedenr.gov
Rhonda Hall
DEMLR-LQ
910-796-7312
Rhonda.Hall(@ncdenr.gov
Mike Thomas
Urban Engineers
mithomas(@urbanengineers.com
Kelly Johnson
DEMLR-SW
910-796-7343
Kelly.P.Johnson(a4ncdenr.gov
Twyla Cheatwood
NOAA-NMF
252-728-8758
Twyla.Cheatwood(@noaa.gov
X Unavailable
NCDEQ
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE
WILMINGTON, NC 28405
910-796-7215,FAX [phone]

North Carolina Department of Environmental Quality
CDivision of Coastal Management
`Q Major Permit Application
mSection 17—Avoidance and Minimization Measures
J�
URBRn■
CAMA MAJOR PERMIT APPLICATION
SECTION 17 - AVOIDANCE & MINIMIZATION MEAURES
As indicated during the April 17, 2020 scoping meeting, avoidance and minimization measures
were identified and evaluated for the project.

Avoidance and Mitigation Measures
National Gypsum Wilmington Maintenance Dredging
Maintenance Dredging Activities
The proposed maintenance dredging project has been designed to avoid and minimize
effects on listed species and environmental resources. The dredge area will be limited to
an approximately i,000 feet x 130 feet area to minimize impacts. In addition, a turbidity
barrier will be installed around the dredge during maintenance dredging to minimize
impacts. The project duration time has also been limited to the greatest extent possible;
the anticipated time to complete the dredging activities will be only approximately 2
weeks.
The dredging will take place only during daytime hours to minimize impacts to nocturnal
species. Seasonal restrictions for maintenance dredging will be adhered to as directed by
the regulatory agencies to protect migrations of fish, sensitive life stages of aquatic
organisms, and threatened and endangered species. The Fish and Wildlife Service
Guidelines for Avoiding Impacts to the West Indian Manatee will also be followed during
maintenance dredging. No vegetation is anticipated to be impacted during the
maintenance dredging activities.
Confined Disposal Facility
The confined disposal facility (CDF) has historically been used as a dredge disposal area
and therefore the use of this area will not change. The CDF preparation and dredge
material placement duration will be limited to the greatest extent possible; it is
anticipated to take approximately 2 to 4 weeks to complete. The CDF will contain all of
the dredged material, which will be confined on high ground to prevent spill -over of solids
into any marsh or surrounding waters. The disposal process will be monitored and the
flow rate will be regulated to avoid overtopping of the CDF berms and prevent excessive
ponding. Once the solids settle, the effluent will drain back to the river in a controlled
manner through the weir. Both the weir elevation and effluent content will be monitored
to stay within permitted effluent parameters. Specifically, turbidity and arsenic would be
monitored to meet the standards listed in: i5A NCAC 02B .0208 Standards for Toxic
Substances and Temperature (a)(2)(ii). An effluent sampling plan will be prepared for
this project to monitor the effluent at the discharge and/or mixing zone. Water quality
monitoring results will be provided to the Corps.
Minimal trees/vegetation are anticipated to be removed. The dredged material will not be
placed within the wetlands; therefore the wetlands around the disposal area will not be
permanently impacted. Efforts will be made to avoid temporary wetland impacts to the
greatest extent possible by selecting a feasible temporary pipeline and equipment crossing
location in an area with no delineated wetlands. Timber crane mats will be temporarily
placed in the location where the pipe crosses the land adjacent to the CDF to allow
construction equipment to cross. If any wetlands are temporarily impacted, they will be
restored to the original condition. No equipment will be placed in riparian or wetland
areas and no work will occur in these areas.

ATM r. ■ 1
North Carolina Department of Environmental Quality
Division of CoastalManagement
Major Permit Application
Section 18—Letter of Permission
CAMA MAJOR PERMIT APPLICATION
SECTION 18 - LETTER OF PERMISSION
As requested on Form DCM MP-2, a letter from the property owner granting permission for
National Gypsum to dispose of the dredge material at their property is included in this section.
J

.ado
the COASTAL
COMPANIES
NC Division of Coastal Management
Department of Environmental Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
Subject: Letter of Permission
Parcel No. 05900006 in Brunswick County
To Whom it May Concern:
October 21, 2020
BLT Trust, the owner of Parcel No. 0,5900006 in Brunswick County, hereby grants permission to
National Gypsum Company to apply for all required federal, state and local permits necessary to place
approximately 11,000 cubic yards of dredged material from National Gypsum's berthing area on the
subject parcel. Once all permits are obtained, BLT Trust and National Gypsum Company will enter into
a contract on mutually acceptable terms that allows for the placement of dredged materials on the parcel.
BLT. Trust u/a/d
I3I OCEAN BOULEVARD WEST
HOLDEN BEACH, NC 28462
www.thecoastalcompanies.com

a' North Carolina Department ofEnvironmentat Quality
,`,M Division of Coasts! Management
LY Major PermitApplication
cc Section 19 —USAGE ENG FORMOPM433455
� -J D
URBAn■
CAMA MAJOR PERMIT APPLICATION
SECTION 19 - USACE ENG FORM 4345
The completed USACE Application for Department of the Army Permit (Eng Form 4345) is
included in this section.

U.S. Army Corps of Engineers (USAGE)
Form approved -
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R.
Expires: 01-09-2018
The public reporting burden for this collection of Information, OMB Control Number 0710-0003, is estimated to average 11 hours per response, Including the time
for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of
information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services,
at whs mcatex esd mbx dd-dN..Infotmatinn-collectjons@mail mil. Respondents should be aware that notwithstanding any other provision or law, no person shall
be subject to any penalty for falling to comply with a collection of information if It does not display a currently valid OMB control number. PLEASE DO NOT
RETURN YOUR APPLICATION TO THE ABOVE EMAIL.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Ad, Section 10, 33 USC 403: Clean Water Act. Section 404, 33 USC 1344: Marine Protection. Research, and Sanctuaries Act,
Section 103. 33 USC 1413; Regulatory Programs of the Corps of Engineers: Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form
will be used in evaluating the application for a permit. Routine Uses: This Information may be shared with the Department of Justice and other federal, state, and
local government agencies, and the public and may be made available as part of a public notice as required by Federal law, Submission of requested Information
Is voluntary. however, if Information is not provided the permit application cannot be evaluated nor ran a permit be Issued. One set of original drawings or good
reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or Instructions)
and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
System of Record Notice (BORN). The information received is entered into our permit tracking database and a SORN has been completed (BORN #A1145b)
and may be accessed at the following website: hup:pdpcld defense gov1P!Ivacyt$ORNslndox/DOD-wlde,SORN:Allicle-View/AtliUe/57g1,151a1145b,Ge aspx
OTEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICANT)
5. APPLICANTS NAME
8. AUTHORIZED AGENTS NAME AND TITLE (agent is not required)
First-Meghan Middle- Last - Zehringer
First - Jennifer Middle-L Last - Waters
Company- National Gypsum Company
Company - Urban Engineers, Inc.
E-mail [e-mail]
E-mail [e-mail]
6. APPLICANTS ADDRESS:
9. AGENTS ADDRESS:
Address- 2001 Rexford Road
Address- 530 Walnut Street
City- Charlotte State- NC Zip- 2821I Country -USA
City- Philadelphia Stale- PA Zip- 19106 Country -USA
7. APPLICANTS PHONE NOs. w/AREA CODE
10. AGENTS PHONE NOs. WARFA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
704-365-7316
215-284-3125 215-922-8091 x 1292 215-922-8082
STATEMENT OF AUTHORIZATION
11. t hereby authorize, Jenniler Walers to act in my behalf as my agent In the processing of this application and to fumish; upon request;
information in support of this supplemental inforpermit application.
IsSEPLo
NATURE OF APPLICANT A7�
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see Instructions)
National Gypsum Wilmington Maintenance Dredging
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Cape Fear River
Address 83S Sunnyvale Drive
15. LOCATION OF PROJECT
Latitude:•N 341076.27" Longitude: •W-7757'25.83"
City- Wilmington Slate- NC ZIP- 28412
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax ParmllD R06400-001-002-000 Municipality Wilmington
Section- Township- Range-
ENG FORM 4345, MAY 2018 PREVIOUS EDITIONS ARE OBSOLETE, Page 1 of 3

17. DIRECTIONS TO THE SITE
From the City of Wilmington:
I. Take 421 South to 117 West
2. Take 117 to River Road
3. Make a left onto Sunnyvale Drive
4. National Gypsum's property is on the left.
18. Nature of Activity (Description of project, Include all features)
The proposed project includes maintenance dredging at National Gypsum's Wilmington commercial berth facility to a depth of-36' MLW
(-12,000 cubic yards of material) and -2 feet overdredge (-5,000 cubic yards of material) in order to continue National Gypsum's operations
at their Wilmington Facility. This project consists of dredging approximately 17,000 cubic yards of silt, clay, and sand from the navigable
waters of the United States. The dredge material will be disposed at a private confined disposal facility (CDF) located in Brunswick County
(Parcel No. 05900006) at approximately 34.176788 N,-77.463510 W, which is directly across the river from the proposed maintenance
dredging ores. This project is considered maintenance dredging since the berthingarea was dredged in the past. The proposed maintenance
dredging will be performed via hydraulic dredging (cutter suction dredge) and mechanical dredging. Refer to the attached Project Narrative
for more details.
19. Project Purpose (Describe the reason or purpose of the project; see Instructions)
Maintenance dredging is imperative at the National Gypsum Wilmington facility in order for National Gypsum to continue their operations in
this region. This area has not been dredged since at least the early 2000s and therefore there is a significant need to deepen the berthing area to
ensure the safe passage of ships and to accommodate the ships required for National Gypsum to receive gypsum shipments. If berthing
area is not dredged, this will lead to significant financial implications for National Gypsum and ultimately impact the local economy. The
proposed dredging is anticipated to occur in 2021. The proposed dredging will not change the use of the site.
USE BLOCKS 20.231F DREDGED AND/OR FILL MATERIAL IS TO. BE DISCHARGED
20, Reason(s) for Discharge `
The dredge material is required to be removed in order for National Gypsum to receive gypsum shipments and ultimately continue their
operations in the area.
21, Type(s) of Material Being Discharged and the Amount of Each Type In Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount In Cubic Yards Amount in Cubic Yards
17,000 (sand, silt, clay)
22. Surface Area in Acres of Wetlands or Other Waters Filled (see Instructions)
Acres 0
or
Linear Feet 0
23. Description of Avoidance, Minimization, and Compensation (see Instructions)
Refer to Section 17 for the avoidance and minimization measures:
r
ENG FORM 4345, MAY 2018 1 Page 2 of 3

24. Is Any Portion of the Work Already Complete? Yes ®Nu IF YES, DESCRIBE THE COMPLETED WORK
I
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Properly Adjoins the Waterbody lnme. s neaeentar mse.plena ane ea nwereeewwn.
a. Address- Kinder Morgan Terminals Wilmington LLC, 3340 River Road
City- Wilmington State - NC Zip -28412
b. Address- Port Cape Fear Associates, LLC, 3410 River Road
City- Wilmington State - NC Zip -28412
c. Address -
city - State - Zip -
d. Address -
city - State - Zip -
e. Address.
City - State - Zip -
26. Ust of Other Certificates or Approvals/Denials received: from other Federal, State, or Loral Agencies for Work. Described In This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
NCDCM DCM Major Permit 102-94 7/5194 9/14f94 NA
NCDCM DCM Major Perm it 102-94 118198 2/18/99 NA
ACOE DepL Of Army Perm 199403672 7/5/94 7114/94 NA
NCDCM DCM Major Permit 102-94 9116/03 11/17/03 NA
'Would include but Is not restricted to zoning, building,. and flood plain permits
27. Application Is hereby made for permit or permits to authorize the work described In this application. I certify that this Information In this application is
complete and accurate.. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant. —57
1t5 P 20
/4- � 2020-08-21
S RE OF APPLICANT CAFE SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent If the statement In block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, In any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fad or makes any false, fictitious or fraudulent
statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent
statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both;
ENG FORM 4345, MAY 2016 Page 3 of 3

North Carolina Department of Environmental Quality.
` ry� Division of Coastal Management
Major Permit Application
LL Section 20—Navigation Plan
uRBan■
CAMA MAJOR PERMIT APPLICATION
SECTION 20 — Navigation Plan

National Gypsum Wilmington Maintenance Dredging
Temporary Navigation Plan during Maintenance Dredging
A hydraulic dredging disposal pipeline will be in place between National Gypsum's berthing area and the
upland confined disposal river (CDF), located directly across Cape Fear River, for approximately 2 weeks. In
order to accommodate passing vessels, this Temporary Navigation Plan was prepared.
A floating pipeline will be kept in place by temporary land anchors at each end and weight will be used
throughout its floating length to anchor it to the mudline. The weights will be connected to floating marker
buoys, and will be heavy enough to anchorthe pipeline in place while allowing it to be moved by a tug. The
marker buoys will conform to US Coast Guard (USCG) signaling requirements, and will have colored lights
in accordance with 33 CFR 88.15. In advance of vessel transit, and whenever dredging operations are
temporarily suspended, the floating pipeline will be broken, and the section in the channel will be moved
by a tug to clear the channel for navigation.
A notice will be distributed to mariners and the USCG ahead of the dredging event, and the pipeline location
will be continuously monitored by the dredge contractor. Space will be left available between the dredge
and the dock for tugs and other small craft to pass during dredging operations. Standard colored navigation
markers will be in place on the dredge and pipeline to direct mariners to the available passing area.

National Gypsum Wilmington
i
Biological
Assessment
National Gypsum Wilmington
Maintenance Dredging Project
July 2020
,\IURBAn
Urban Engineers, Inc.
Philadelphia, PA

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GENERAL NOTES
STRUCTURAL AND MISCELLANEOUS STEEL
1. DESIGN AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL 1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF
CODES AND STANDARDS, THE PROJECT SPECIFICATIONS. AND DRAWINGS. NOTES ON AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL.
DRAWINGS SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATIONS. SPECIFIC NOTES DESIGN, FABRICATION, AND ERECTION ARE TO BE GOVERNED BY THE LATEST REVISIONS OF:
ON DETAIL DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTE DRAWINGS. STATE AND A. AISC STEEL CONSTRUCTION MANUAL
LOCAL CODES SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATIONS AND NOTES B. AISC CODE OF STANDARD PRACTICE
ON DRAWINGS. C. AWS D1.1 STRUCTURAL WELDING CODE
D. RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS
2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
PRIOR TO MOBILIZING. ALL EXISTING & PROPOSED DIMENSIONS AND ELEVATIONS SHOWN
ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY
FABRICATION OR ERECTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
3. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL WASTE MATERIAL, DEMOLISHED
MATERIAL AND DEBRIS GENERATED DURING THE COURSE OF THE WORK, U.N.O.
DISPOSAL OF ALL GENERATED WASTE MATERIAL, DEMOLISHED MATERIAL AND DEBRIS IS
THE CONTRACTOR'S RESPONSIBILITY. DISPOSE OF ALL MATERIAL IN ACCORDANCE WITH
APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS.
4. THE CONTRACTOR SHALL PLACE SEDIMENT CONTROL DEVICES, BOOMS, TARPAULINS,
FLOATS, STAGING, TURBIDITY BARRIERS, AND OTHER DEVICES AS NECESSARY TO
PREVENT CONSTRUCTION MATERIALS FROM ENTERING THE WATER AND LEAVING THE
IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANUP OF ALL MATERIALS.
5. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE ENVIRONMENTAL PROTECTION
STANDARDS, CODES, LAWS, REGULATIONS, AND PERMITS.
6. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH,
OR BE DETRIMENTAL TO, VESSEL AND VEHICULAR TRAFFIC DURING THE COURSE OF
THE WORK.
7. ALL STRUCTURES ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER
ERECTION IS FULLY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE ERECTION PROCEDURES AND SEQUENCE AND TO ENSURE THE SAFETY OF
THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE
ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE
DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S
PROPERTY AFTER COMPLETION OF THE PROJECT.
8. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS
DURING ALL PHASES OF CONSTRUCTION.
CONCRETE AND REINFORCING STEEL
1. ALL CONCRETE WORK SHALLCOMPLYWITH THE RECOMMENDATIONS OF ACI 301 AND ACI
318, UNLESS OTHERWISE SPECIFIED.
2. FOLLOW THE REQUIREMENTS OF ACI 306 WHEN POURING CONCRETE IN COLD WEATHER.
3. CAST -IN -PLACE CONCRETE STRENGTH SHALL BE A MINIMUM OF 4500 PSI AT 28 DAYS,
U.N.O.
4. NONMETALLIC NON -SHRINK GROUT STRENGTH SHALL BE A MINIMUM OF 5000 PSI AT 28
DAYS, U.N.O.
5. THE CONTRACTOR SHALL MAINTAIN PROPER CURING PROCEDURES FOR A MINIMUM OF 7
DAYS.
6. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO
THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES, ACI 315. -
7. REINFORCING STEEL FOR CAST -IN -PLACE CONCRETE SHALL CONFORM TO ASTM A 615,
GR 60, EXCEPT REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A 706.
B. MINIMUM CONCRETE COVER FOR ALL REINFORCING SHALL BE 2 INCHES, U.N.O.
9. ALL CONSTRUCTION JOINTS SHALL BE KEYED, U.N.O. JOINTS SHALL BE PROVIDED AS
NECESSARY AT LOCATIONS, AND USING METHODS, APPROVED BY THE ENGINEER.
10. ALL REINFORCING BAR SPLICES SHALL BE TENSION LAP SPLICES, IN ACCORDANCE WITH
ACI 318, U.N.O.
11. CHAMFER ALL EXTERNAL EXPOSED CORNERS OF CONCRETE WITH A 1 INCH, 45-DEGREE
CHAMFER, U.N.O.
12. WELDING OF REINFORCING STEEL SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4.
2. STRUCTURAL AND MISCELLANEOUS STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING,
U.N.O.:
WIDE FLANGE SHAPES: ASTM A 992. GRADE 50
HP PILES: ASTM A 572, GRADE 50
PIPE PILES: ASTM A 252. GRADE 3, Fy = 50 KSI
PIPE: ASTM A 53. GRADE B. TYPE S
HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A 500
OTHER SHAPES, BARS AND PLATES: ASTM A 36, Fy = 36 KSI
HEADED BOLTS: ASTM A 325
ANCHOR BOLTS: ASTM A 449
STEEL SHEET PILE (SSP): ASTM A 572, GRADE 50
NUTS: ASTM A 563
WASHERS: ASTM F 436
3. IF OVERSIZED HOLES ARE USED, WASHERS MUST BE EXTRA THICK, AND MAY REQUIRE
WELDING.
4. ALL MISCELLANEOUS METALS INCLUDING BOLTS, WASHERS, NUTS, ANGLES, INSERTS, PLATES.
AND OTHER FABRICATIONS SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH THE
REQUIREMENTS OF ASTM A 123 AND/OR ASTM A 153, AS APPLICABLE AFTER FABRICATION,
UNLESS OTHERWISE NOTED OR SPECIFIED. STAINLESS STEEL ITEMS SHALL NOT BE
GALVANIZED.
5. FIELD TREAT DAMAGED GALVANIZED FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE
PAINT, COLD GALVANIZING COMPOUNDS OR APPROVED EQUAL. IN ADDITION, ALL EXPOSED
THREADED SURFACES SHALL BE CLEANED AND PAINTED WITH TWO COATS OF HIGH ZINC
DUST OXIDE PAINT AFTER INSTALLATION OF THE NUT(S).
6. THE TYPE, SIZE, SPACING, AND ALIGNMENT OF CONNECTING HARDWARE SHOWN ARE
CRITICAL AND MUST BE MAINTAINED.
7. ALL WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS D.1.1, U.N.O. ALL WELDS
SHALL BE MADE WITH E70XX ELECTRODES, UNLESS HIGHER STRENGTH ELECTRODES ARE
REQUIRED BY AWS DIA. GENERALLY, ELECTRODES SHALL BE NEW OR BAKED AT THE
START OF EACH SHIFT. FOLLOW THE ATMOSPHERIC EXPOSURE LIMITS AND BAKING
REQUIREMENTS OF CLAUSE 5 OF AWS D1.1.
8. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS D1.1, U.N.O.
9. MINIMUM SIZE OF FILLET WELDS SHALL BE W U.N.O.
10. WHEN. THE 'ALL-AROUND' WELDING SYMBOL IS USED. AT AN END CONNECTION. OF.A
ROLLED SHAPE, THE CONTRACTOR SHALL TERMINATE THE WELD AT EACH OF THE FLANGE
EDGES, AND ONE WELD THICKNESS AWAY FROM .EACH INTERSECTION OF THE WEB AND
FLANGE, U.N.O.
11. DOWELS. BOLTS, REINFORCEMENT OR OTHER STEEL TO BE EMBEDDED IN CONCRETE SHALL
BE INSTALLED USING HILT] HIT-HY 200 EPDXY, U.N.O.
REBAR TABLE
MIN. LAP SPLICE
MIN. DEVELOPMENT LENGTH
BAR SIZE
TOP BAR
(INCHES)
OTHER BAR
(INCHES)
TOP BAR
(INCHES)
OTHER BAR
(INCHES)
#4
19
16
15
12
#5
24
19
19
14
#6
29
22 -
22
17
#7
42
32
32
25
#8
48
37
37
28
#9
60
46
46
35
#10
74
57
57
44
#11
88
68
68
52
LEGEND:
X
SHEET WHERE SECTION
IS DRAWN
SHEET "ME
ELEVATION OR DETAIL
6 DRAWN
X
ELEVATION DETAIL SECTION
LETTER INDICATING SECTION AND EUNATIDN
DESIGNATION OR NUMBER INDICATION
DUAL DESIGNATION
TITLE
SHEET WHERE SECTION OR DUAL
�IS DRAWN
SHEET WHERE SECTION OR
DETAIL IS TPHEN
SECONN/DETAIL TIRE
CIVIL/STRUCTURAL ABBREVIATIONS. U.N.O
AASHIO
= AMERICAN ASSOCIATION OF STATE HIGHWAY
LT =
LONG TON
AND TRANSPORTATION OFFICIALS
m =
METERS
ACI
= AMERICAN CONCRETE INSTITUTE
mm =
MILLIMETERS
AISC
= AMERICAN INSTITUTE OF
MAX =
MAXIMUM
STEEL CONSTRUCTION
MEA =
MEASURED
ALT
= ALTERNATE
MHHW =
MEAN HIGHER HIGH WATER
ANSI
= AMERICAN NATIONAL
MHW =
MEAN HIGH WATER
STANDARDS INSTITUTE
MIN =
MINIMUM
APPROX
= APPROXIMATE
MISC =
MISCELLANEOUS
ARCH.
= ARCHITECTURAL
MLLW =
MEAN LOWER LOW WATER
ASTM
= AMERICAN SOCIETY FOR
MLW =
MEAN LOW WATER
TESTING AND MATERIALS
MPa =
MEGAPASCALS
AVG
= AVERAGE
MPH =
MILES PER HOUR
AWS
= AMERICAN WELDING SOCIETY
MSL =
MEAN SEA LEVEL
B.O.P.
= BOTTOM OF PIPE
N =
NEWTON OR NORTH
8/8
= BACK TO BACK
RAVD-88 =
NORTH AMERICAN VERTICAL
C/C
= CENTER TO CENTER
DATUM OF 1988
CF
= CUBIC FEET
NGVD-29 =
NATIONAL GEODETIC VERTICAL
C.I.P.
= CAST IN PLACE
DATUM OF 1929
CJ
= CONSTRUCTION JOINT
NTP =
NOTICE TO PROCEED
CUR
= CLEAR
NIC =
NOT IN CONTRACT
CO
= CLEAN OUT
NS =
NEAR SIDE
CONC
= CONCRETE
NTS =
NOT TO SCALE
CONST
= CONSTRUCTION
NO. =
NUMBER
CONT
= CONTINUOUS
O.C. =
ON CENTER
GTE
= COAL TAR EPDXY
O/S =
OUTSHORE
CY
= CUBIC YARD
OSHA =
OCCUPATIONAL SAFETY AND
D
= DEPTH
HEALTH ADMINISTRATION
D/R
= DOWNRNER
PSI =
POUNDS PER SQUARE INCH
DEG
= DEGREES
PVC =
POLYVINYL CHLORIDE
DELLS
= DETAILS
R/F =
REINFORCING
DIA
= DIAMETER
R.C.P. =
REINFORCED CONCRETE PIPE
DIST
= DISTANCE
REQ'D =
REQUIRED
DWG
= DRAWING
S =
SOUTH
DWI
= DEAD WEIGHT TONNAGE
SCH =
SCHEDULE
E
= EAST
SECT
= SECTION
EA
= EACH
SHT =
SHEET
EF
= EACH FACE
SIM =
SIMILAR
EHW
= EXTREME HIGH WATER
SPEC =
SPECIFICATION
EJ
= EXPANSION JOINT
SQ
= SQUARE
EL/ELEV.
= ELEVATION
SS
= STAINLESS STEEL
ELEC
= ELECTRICAL
SSP
= STEEL SHEET PILE
EW
= EACH WAY
STL
= STEEL
EXIST.
= EXISTING
STRUC.
= STRUCTURE
EXT
= EXTERIOR
SUPP
= SUPPORT
EXPN
= EXPANSION
SY
= SQUARE YARD
TON.
= FOUNDATION
T, TONNE
= METRIC TON
FPS
= FEET PER SECOND
TON
= SHORT TON
FRP
= FIBERGLASS REINFORCED PLASTIC
T.B.D
= TO BE DETERMINED
FS
= FAR SIDE
TEMP
= TEMPORARY
FT
= FEET
THK
= THICKNESS
FY
S SS
- YIELD STRES
THRU
= THROUGH
GALV
= GALVANIZED -
GR
= GRADE
.O-TOP-0
TO
= TOP OF CONCRETE
GRTNG=
GRATING
T.OS .S
= TOP OF STEEL
CUSS
BUSS
= GUSSET
= TYPICAL
H
= HHEIGHTGHEIGHTLIN
U.N.O.
= UNLESS NOTED OTHERWISE
HAT
= HIGHEST ASTRONOMICAL TIDE
UHMWPE
= ULTRA HIGH MOLECULAR WEIGHT
HTL
= HIGH TIDE LINE
POLYETHYLENE
HVY
= HEAVY
U/R
= UP RIVER
I
= I BEAM
USACE
= 'UNITED STATES ARMY CORPS
I/S
= INSHORE
OF ENGINEERS
INV
= INVERT
W/
= WITH
JT
= JOINT
W
= WIDTH, WIDE FLANGE BEAM OR WEST
kg
= KILOGRAMS
W.P./WP
= WORK POINT
KIP
= KILOPOUND
W.T.
= WALL THICKNESS
kN
= KILONEWTONS
MIT
= WEIGHT
L
= ANGLE
CE
= CENTER LINE
AT
= LOWEST ASTRONOMICAL TIDE OR
#
= NUMBER
LATITUDE
2
= PERCENT
LB
= POUND
R
= PLATE
LF
= LINEAR FEET
&
= AND
,LG
= LONG
0
= AT
LLV
= LONG LEG VERTICAL
x
= BY
LOA
= LENGTH OVERALL
0
= DIAMETER
LONG.
= LONGITUDE
ELEVATIONS:
+9.00'
TEEMMAA 100 YR. FLOOD
+1 93'
MEAN HIGH HIGH
TER
QvIHW)(MHHW)
+O.OD'
NAVD-88
-1.00'
NGVD-29{y
2.60•
( L
MEM WATMTRW)(MLLW)
LOW LOW
(NOT TO SCALE)
ISSUED FOR
PERMfT
DATE 11 /23/20
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WEIR STRUCNRES
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DISPOSLL PRELIM WRH
MARKER BUOYS.
ANCHORED TO RNERBED
(SEE NOTES)
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PREONES
GA-4
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C A P E F E A R R I V E R
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DREDGING AREA
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1
NOTES
L TILE DREDGER SHALL PREPARE MD SUBMIT A TEMPORARY
NAMMN=N PW TO THE OWNER MD THE US COAST GUARD
PRIOR TO MOBIUnTION. THE DREDGE PU SH IDENOFY HOW
THE PIPELINE WILL BE INSTALLED MD MANAGED, MD HOW SATE
NANGKIDON WILL BE PROMDED MR SMALL CRAB AND IARGE
V SSELS.
2PRIOR TO MOBIUMON, THE DREDGER SHALL SUBMIT
NbTIF.=ON OF THE PROPOSED WORK MD NAVIGATION PLW TO
THE LOCAL MMINERS ADMSORY COMMITTEE AND US COAST
GUARD.
I
3. WE FLOATING PIPELINE SHALL BE ANCHORED BY TEMPORARY
VMD ANCHORS AT EACH END AND ANCHOR WEIGHTS
THROUGHOUT ITS LENGTH. MCHOR WEIGHPS SHALL BE OF
SUFOVENT WEIGHT TO KEEP THE PREUNE IN PUCE. BUT SHALL
ALLOW FOR A TUG TO MOVE WE PIPELINE WHEN NEEDED.
5. MARKER BUOYS SHALL CONFORM TO USCG SIGN 4MNG
REQUIREMENTS. MD WILL BE EQUIPPED WITH COLORED LIGHTS IN
ACCORDANCE WITH 33 CM B8.15. STANDARD COLORED
NAMGMON MMKERS WILL BE WFXED TO THE DREDGE MD
PIPELINE ENDS TO SIGNAL TO NIMMERS THAT SAFE PASSAGE IS
AVNU UE BEPWEEN THE DREDGE MD THE DOCK.
6. INIADVMCE OF VESSEL T NSR, MD WHENEVER DREDGING
OPERADONS ME NOT ONGOING, THE DREDGER SHALL BREAK THE
FLOATING PIPELINE MD REPOSMON IT OUT OF ,THE CHMNEL BY
TUG.
1 1
v 1 1
1 1 1
1
MPRO%. SHORWA ISSUED FOR 11 11
PERMIT 1
DATE 11 /23/20 1
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NOTES:
LEGEND:
lGki
0 <0d0
1. NOTE THAT SURVEY ELEVADONS
MATERVL TO BE
G-I
—180
11
IN MAW DATUM. REFER TO THE LEGEND ON GN-1
M. REM TO
®
REMOVED FROM SIDE
FOR A CONVERSIONNAV TO D88.
SLOPES
2. DREDGING SHALL BE PERFORMED HYDMUCILLY.
M IERIPL TO BE
EXCAVATORS CPN BE USED FROM THE BARGE DECK
REMOVED IN DREDGE
TO REMOVE LARGE DEBRIS. SUCH AS BURIED
WIN TOE FOOTPRINT
WBER DEBRIS. THIS DEBRIS WKL BE DISPOSED
OF AT THE CDF.
v son
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Own
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HANNEL
DESIGN
TEMPLATE wre
I I
SUM xe
ESTIMATED DREDGE VOLUME (cu. yd. EASED
ON 2020/05/26 SURVEY)
ZONE
36' (MLW) TOE
2' OVERDREDGE
DREDGE 80%
Q2T.8
2030.3
SLOPE 3A
7075.7
3045.9
TOTAL
11800.5
B.OTB.0
NOTE THAT ACTUAL VOLUMES AT THE TIME OF DREDGING MAY BE
SUCHTLY DIFFERENT TMAN EBRMATED HERE.
ISSUED FOR
PERMff
DATE 11 /23/20
J
0
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K
0
GA-20RE....DWG

�J
AM ✓�
DREDGER SHALL JAY4�
TEMPCRAZY TIMBER i'rfi T
MATS UP-SLQPE FOR EQUIPMENT ACCEES� A
AND DISPOSAL PIPELINE ���
VAR MINIMIZE IMPACTS
yl
TO ANY WETIANpS, j
BERM
\ 0. _
Wv. F20
P PROV%iMATE MFAu
I FROD TER LINE Z.
G.A
o OASTAL ST.PEJNE
BUFFER
10T-12" DIAMETER DISPOSAL PIPELINE LAID ON
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LEGEND
IRS
CONTROL POINT
MB
MAP BOOM
PG
PAGE
N,E
HO'!1/TOR4ERLV
COP
CORRUGATED METAL PIPE
INV,
a INVERT
EL.
ELEVATION
- WDCOswE
m
- WETLAND RAG TINE
CBE AREA (LOCATION OF
PROPOSED SPOIL RRGEMENp
'MLUAM E. SFUNOERS. IL "AS E \
OF THE IALT EE0 BOOXTRUSTIS ] /P GE 13APRIL 23 200V 1rN
Md IS CGNO LNG6YN11 '
PG J3 / IL .GRID
PIN/ ED 1G 0-95-9fi<2 / 931 SITGRIO
n
a
r
!�A
POTENTIAL PIPE OUTLET (SEE NOTES)
( L
y� 1
'iy� I j�FxV4 S
_ MP E LINE EOV W NPNO�R CNTMi
CAPE FEAR RIVER
C A P E F E A R R I V E R
EBB FLOOD
rlr DISPOSAL PLAN
\CA-4 0 16' 32' 64
Ct-I %%�
ISSUED FOR
PERMff
DATE= 11 /23 /20
NOTES
T. THE DREDGER SHALL BE RESPONSIBLE FOR OPERATING THE CDT
DURING DISPOSAL IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL
LAWS AND PERMITS- IN SO DOING. THE CONTRACTOR SHALL MAINTAIN THE
MATERIAL INFLOW POINT, WEIR ELEVATION, AND CDT GRADING DURING
DREDGING TO PROMOTE PROPER DRAINAGE.
2. THE DISPOSAL SITE HAS PREVIOUSLY BEEN USED AS A COT AND THE
TOP CRUST OF MATERIAL MAY NOT SUPPORT THE WEIGHT OF EQUIPMENT;
USE CAUTION AND REINFORCE OR USE MATS AS NEEDED FOR OPERATIONS,
3. THE DREDGER SHALL MODIFY, REPAIR MD MAINTAIN THE EXISTING WEIR
STRUCTGFES AS NEEDED TO OPERATE THE CDF IN ACCORDANCE WITH ALL
PERMITS.
6_ THE DREDGER SHALL REGRADE THE INTERIOR OF THE COT AS NEEDED
TO MI THE DISTANCE BETWEEN THE INFLOW POINT AND THE WEIR
AN OPERATE THE DISPOSAL FACWTY IN ACCORDANCE WITH ALL PERMITS,
NO EXCAVATION SHALL BE MADE BELOW ANY IMPERVIOUS OR
'EMI -PERVIOUS LATER_ NO EXCAVA➢ON SHALL BE MADE OUTSIDE OF THE
BERM,
5. ALL EQUIPMENT AND PIPELINE ACCESS TO THE SITE WILL BE BY
WATER, VIA TIMBER MATS, AS SHOWN.
5. NA➢I GYPSUM COMPANY WILL ENGAGE A THIRD PARTY TO MONITOR
THE EGG UEM DURING DREDGING. SAMPLING AND TESTING TO RECORD
CONS
TIT�ENi LEVELS THE DREDGER SHALL MONITOR THE DISPOSAL AND
EFFLUENT LEVELS. AND REGULATE THE FLOW RATE TO AVOID OVERTOPPING
OF THE CDF BERMS AND TO MAINTAIN EFFLUENT LEVELS WNPH ACCEPTABLE
LIMITS. PHYSICAL OR CHEMICAL FILTRATION SHALL BE IMPLEMENTED IF
TESTING DEMONSTRATES ITS NEED.
]. THE DREDGER SHALL ADJUST THE RATE OF DREDGING TO PREVENT
EXCEEDENCE OF REGULATED EFFLUENTS AND. TO PREVENT DISPOSED
MATERIAL AND WATER FROM REACHING WITHIN T FOOT OF THE BERM,
WHETHER DUE TO DISPOSAL OR STORMWATER.
S. THE DREDGER SHALL PREVENT EXCESSIVE FORCING THAT COULD LEAD
TO GROUNDWATER MIGRATION, IT IS ASSUMED THAT THE EXISTING CDT WAS
PROPERLY DESIGNED TO PREVENT LEACHING INTO GROUNDWATER.
9. ALL WORK SHALL COMPLY WITH NCAC STANDARDS
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,•
National Gypsum Company Maintenance Dredging
838 Sunnyvale Drive
Wilmington, New Hanover County, North Carolina
Terracon Project No. ES197346
Id1:1 Iq 47W-Ia pi I PI IR a EFYiu t�lq ME 9a 14H I Lai tom.
D
D-7 Du'licate'
D 1 Tri `1�cate
,D-5
< EPA .,
* _ e.r
lndustnali `:
'>NCDEQ PSRG'-'
EPA Method`,` ,
, ?nits
_ , Mal e«
Yt.:
Sediment
n:., ..p .,
Sediment
.,s .,P.
Sediment,
Sediment'
x, . a
.Sediment
Sediment
Sediment
<',ESY .
ERL
ERM;
Commerctit- k
Protection of GV1F
_ r.
,
,
c Heaith Based
'
SM 6020A
mg/kg
Arsenic
15.4
13.1
16.9
14.3
13.5
12.4
8.9
7.24
8.2
70
3.0
5.8
(Metals)
rrg/kg
Banuni=
s .
33i,9
30.6` 2
422
35.5 �"
=,25:7
25.7
22.2,<
-
47;000
580a:,';•)
mg/kg
Berylium
1.2
1.0
1.1
1.1
0.91
0.87
0.67
470
63
„Cadmium. "
0.35
0:31.
0.40
„037=,,'�';
0.320.28
-
'. 0:26
',0.68 ,
1.2
9.6
;200
3:0�
mg/kg
Chromium
40.8
34.4
42.0
41.3
30.8
32.2
26.2
52.3
81
370
350,000
360,000
m9�9.',d,
:• Cobalt,;
9.2 °
�.,. 80 -!,
8;5, ,
8:3 °"
6.7
6:6 .
5<:4 ,
70
0.90`
mg/kg
Copper
16.4
14.7
16.5
16.1
12.4
13.3
12.3
18.7
34
270
9,300
700
mg/kg i
„' ,Lead ,`` ' .'
202
19.2; '`
- � 21•.6
_ • 23.9 ``
16.3 `.
.21.8; °
176 '.'
30.2
" -46.7
;218;,'
800
270'
mg/kg
Nickel
12.9
11.1
13.4
12.4
9.6
9.4
8.0
15.9
20.9
51.6
4,700
130
mg/kg ;'
Vanadium
. 61.8
g 50 2 t
65:0
56 6' ' .
44.9 r'
44.,6>
33 7
-
„ ..=1,200
850
mg/kg
Zinc
84.5
78.6
88.7
81.3
65.8
69.4
56.2
124
150
410
70,000
1,200
mglkg •
=P
Mercury $
0.090�
0 11 r
0.13
019
0 087 `-
0 14 _
0.71
0.13
0 15" ' =
0.71
9 7
1 0t
(Mercury)
SM 8260D
mg/kg
Acetone
< 10.4
NA
NA
< 0.325
0.354
< 0.289
< 0.306
140,000
25
(Volatile Organics)
-
-
-
--
-
-
LloydKahn
'-mg/kg. *
:Total'OrganicCartion=Mean _
�: =48,400
w=-51,400,
t50,300 `.
°",�42,600,
"40;300
;. 37,500'= •
36;700
-
SM 254OG JL-2/6-
Percent Moisture
67.5
67.5
66.0
64.2
63.5
61.6
64.2
Notes:
Only analytes with detections in at least one (1) sample are shown. All other analytes were below laboratory reporting limits.
mg/kg - milligrams per kilogram
< - Analyte was not detected above the laboratory reporting limit (RL) value shown.
NA - Analyte not tested for
EPA ESV - EPA Region 4 Hazardous Waste Section Ecological Screening Values
ERL - NOAA Effects Range Low
ERM - NOAA Effects Range Median
NCDEQ PSRG - North Carolina DEQ Preliminary Soil Remediation Goals (May 2019)
- No regulatory standard has been established.
100 - Value exceeds at least one regulatory standard/screening level.
Page 1 of 1

to
E
40
LOT 41
LOT 42
LOT 43
BRUNSICCK COVE
MAP CABINET U. PAGE 162
LOT
LOT 45
LOT 4
LOT 3
LOT 2
GARL L wADCEU-
OEEO BOOK 766, PAW 792
JOSEPH L WHITE Jr.
DEED BOOK 76M PAGE 1001
EUGENE C. CARR
DEED BOOK 894. PACE 242
MPFDN V. WRNON
DEED BOOK 809, PAGE 501
EXXON PIPELINE CO.
GEED BOOK 932. PAGE 335
EXSTNG 21 E'DE BEE
OPTIC EASMENT
DEED BOOK 769. PAGE 186
MAP CARNET S. PAGE 365
TOTALAREA = 1.Fi48 ACRE$Fi-
TOTAL WETLAND AREA = 979 ACRES+/.
-TOTAL UPLAND AREA = 69 ACRES+/�-TOTAL UPLAND ARE. = 69 ACRES+/ -
v
N.C. GRID NORTH
NAD. 1983-01
EDGE OF MARSH
AS LOCATED W
NOVEMBER 2007
EDGE OF NpRSH \
AS LOCATED IN
NOVEMBER 2007
e'9G
R
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION
404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE- UNLESS THERE IS A CHANGE
IN THE LAW, OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL
VICOVRY MAP Jf1�
_ - LEC00
REGULATORY OFFICIAL n I f O = CALCULATED POINT NOT SET
TITLE' /lam _ O = EXISTING CONCRETE MONUMENT
DATE: O = IRON PIPE FOUND
USAGE ACTION ID: 0O = IRON ROD FOUND
APPROXINIATE LOCATION
OF UPLAND SPOIL
DISPOSALAREA
,m UH-,AW ",P, MI5
efEF vTAC xm AB. BY /
NA, SllFVEv. APPpoTM Of
UMITs WNMm'M ATAIu
PRoro.y AND .. rule
s PIIAKEA 6r uRD
MARkWAVIT IX+WP.
0 = IRON ROD SET
O = EXISTING RAILROAD SPIKE
T-L= TE-UNE
. WETLAND HATCH
Q
ADJOINER PROPERTY UNE NOT SURVEYED
Q
'pGHT=OF=WAY
RI
EM EASENT LINE
�✓Z 7/ Cog
i
D
QW
UC
BOUNDARY LINE
.U\\II11111L.
GAgO�'AA
NOTES
E55104;'-L ��
1.
ALL BEARINGS ARE ORIENTED TO N.C.
GRID NORTH. N.A.O. 1983, 2001
SEAL
ADJUSTMENT. SCALE FACTOR -
L-393T j
1.0000464. ALL DISTANCES ARE
HORRONTAL GRID DISTANCES EXCEPT AS
3U=O
NOTED.
P �C
2.
A PORTION OF THE PLATTED TRACTS
APPEAR TO BE IN A FLOOD HAZARD
NNI\\\\\
ZONE.
3.
SURVEY MADE FROM DEED BOOK 2457.
PAGE 474 AND MAP BOOK 15, PACE 32.
4.
TOTAL AREA AS SHOWN ON THIS PUT =
1.048 ACRES +/—.
5.
AREA CALCUUTED TO EDGE OF MARSH
LOCATED NOVEMBER 2007 AND IS
APPROXIMATE.
6.
SEE SHUT S-5 FOR LINE AND CURVE
TABLES
'
Z.
REVISED MAY 4, 2009 TO SHOW
APPROXIMATE LOCATION OF UPLAND
SPOIL DISPOSAL AREA.\
8.
RENSED PER COMMENTS JUNE 15. 2009.
DESCRIPTION
REM90NS
OWNER(S):
BATE LAND AND TIMBER. LLC
P.O. BOX 15345
NEW BERN. N.C. M61
CAPE FEAR
Engineering, Inc.
m»iwpe(tu.eryir�eWn9 mm
ORA15N: SIE6GEI1 PRPFLi
rWETLAND SURVEY FOR
BATE LAND AND
TIMBER, LLC
GRAPHIC SCALE
bD EAST TRACT
TOWNCREEK TOWNSHIP
BRUNSWICK COUNTY
( IN ]FEET) NORTH CAROUNA
1 i.h = 300 TL
8O8,12 S-3

- (
NOR IIFUNDS WP@I T65
Altos, YEAS NOT LOCATED DY
1 E .B ' APPKou.ATE
U. OfNiIED NA AWu
i
m G
PH.N,D .Y M`D DY i:F1D
YUSµFgJ r 'DD'.
OWEI1i 4RWP.
m T
(/
TOTAL AREA =1,048 ACRES+/.
TOTAL WETLAND AREA = 979 ACRES+A
TOTAL UPLAND AREA 69 ACRES+/_
[)
EDGE OF MARSH
n
IS LDCATED IN
i�11
NOVEMBER 2007
T
Pia
w
.w
z
m -
APPROXIMATE LOCATION
m
w
CF UPLAND SPOIL
z
z
DISPOSAL AREA
rV
ce uAuceY atTK
AND
mGl awxiwa
.
unm aTRIu vnoTawaxr
,D,IN
-
L18 L1T
Lis
21
Z L22 L21
L2U
119
.15 US L4
MALLCRY
L14-- -...
50'
CREEK
11 UU 9 NGREEK
��
OA
'AVER DAN
(LANAI)
EDGE OF MARSH />
AS LOCATED IN
NOVEMBER 2007
PACE, RACHEL PICKET
& ETALS
DEED BOOK 1332. PAM 607
MAP CA ' v, PAGE .H4
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICDON OF SECTION
404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON DOS DATE. UNLESS THERE IS A CHANGE
IN THE LAW. OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE
RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS OATS. THIS DETERMINATION WAS MADE UTIUZING
THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL
REGULATORY OFFICIAL _
TIRE: _
DATE:
USAGE ACTION 10:
0
PACE, RACHEL PICKET
& ETALS
DUD BOOK 2669. PAGE 732
I
N.C. GRID NORTH
NAD. 1983-01
GRAPHIC SCALE
a0 J 1 D W
�f�C;gIIVg
AUG 05 2999 1J 1 iv n FEoo)TL
ro
VIC�IWTY MAP
LEGENl3
O = CALCULATED POINT NOT SET
D = EXISTING CONCRETE MONUMENT
pe - IRON PIPE FOUND
OO =IRON ROD FOUND
0 = IRON ROD SET
O = EXISTING RAILROAD SPIKE
T-L= PE-UNE
WETLAND HATCH
AUJOINER PROPERTY UNE NOT SURVEYED
RIGHT-OF-WAY
EASEMENT UNE
BOUNDARY UNE
NOTES
1. ALL BEARINGS ARE ORIENTED TO N.C.
GRID NORTH, N.A.D. 1983, 2001
ADJUSTMENT. SCALE FACTOR =
1.0000464. ALL DISTANCES ARE
HORIZONTAL GRID DISTANCES EXCEPT
AS NOTED.
2- A PORTION OF THE PLATTED TRACTS
APPEAR TO BE IN A FLOOD HAZARD
ZONE
3. SURVEY MADE FROM DEED BOOK 2467,
PAGE 474 AND MAP BOOK 15. PAGE
32
4. TOTAL AREA AS SHOWN ON THIS PLAT
= 1.048 ACRES +/-.
5. AREA CALCULATED TO EDGE OF MARSH
LOCATED NOVEMBER 2007 AND IS
APPROXIMATE
6. SEE SHEET S-5 FOR UNE AND CURVE
TABLES
J. REVISED MAY 4, 2009 TO SHOW
APPROXIMATE LOCATION OF UPLAND
SPOIL DISPOSAL AREA
S. REWSED PER COMMENTS JUNE 15. 2009.
. DESCRIPTION RRE BY
REMSONS
OWNER(S):
BALE LAND AND TIMBER, LUG
P.O. BOX 15345
NEW BERN. N.C. 28561
CAPE FEAR
Engineering, Inc.
wwRmpe(uren9J:ttm9+om
O.WBH : SI£44ETI PRDFLT
oe'vGr: u.rAufin xuu6Erz. me-12
CIffAX: NNOIDLEY SGtE: P�YD'
AP%iOND: MNOMI£Y DAR: Oho!-0B
WETLAND SURVEY FOR:
BATE LAND AND
TIMBER, LLC
EAST TRACT
TOWNCREEK TOWNSHIP
BRUNSWICK COUNTY
NORTH CAROLINA
EN 12 I S-4

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