20001329 Ver 1_COMPLETE FILE_20001018

oo- 1 3 2q

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTHNTION OF:
May 3, 2005
Regulatory Division
Action ID No. 200100051 and State Permit No. 54-05
Charles King Trust
C/o Mike King
300 Copeland Road
Beaufort, North Carolina 28516
11ftfloyrAl
MAY 8 2005
DENR - WATER QUALITY
NIET'A AND STORMWAi R BRANCH
Dear Mr. King:
boo ? b-ox 63
Reference your application for a Department of the Army permit to construct a bulkhead,
four boat slips, and dredge near Gallants Channel, adjacent to the Newport River Bridge, in
Carteret County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan (enclosed).
Failure to comply with the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North' Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to me at the Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
W
Henry Wi er
Regulatory Project Manager

Enclosure
Copies Furnished without enclosure:
Mr. John Dorney
( Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal
Management
400 Commerce Avenue
Morehead City, North Carolina 28557
2
4W
Permit Class
NEW
4001- &)?' g?> DO- 13 0
STATE OF NORTH CAROLINA (o(
Department of Environment and Natural Resources
and
Permit Number
54-05
Coastal Resources Commission
ermit &QW9
for _d /1
X Major Development in an Area of Environmental (:dk(Pert
pursuant to NCGS 113A-118 µ?,,•p?N 8 2005
`"" ft STggR QUACiry
X Excavation and/or filling pursuant to NCGS 113-229Rg?k
Issued to Charles King Trust, c/o Mike King, 300 Copeland Road, Beaufort, NC 28516
Authorizing development in Carteret
County at Gallants Channel, end of Broad Street,
Beaufort , as requested in the permittee's application dated 6/27/00 and revised
3/21/03, including the attached workplan drawing (1), dated 3/21/03
This permit, issued on April 7, 2005 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 may cause the permit to be null and void.
Excavation
I ) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
April I and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the U.S. Army Corps of Engineers.
2) Excavation shall not exceed -9 feet below the mean low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
3) No excavation shall take place, even temporarily, outside of the area indicated on the attached workplan
drawing dated 3/21/03.
(See attached sheets 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 may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
\ny maintenance work or project modification not covered
Ilcreunder requires Further Division approval.
All work must cease when the permit expires on
December 31, 2008
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 DENR and the
Chairman of the Coastal Resources Commission.
v?
Ch rtes S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittec
Charles King Trust Permit #54-05
Page 2 of 5
ADDITIONAL CONDITIONS
4) The permittee shall comply with the attached list of U.S. Coast Guard conditions.
Spoil Disposal
5) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
6) No spoil material is to be placed within 30 feet of the normal high water line, except that which may be
used to backfill the area behind the bulkhead.
7) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal low water level to prevent gully erosion and unnecessary siltation.
8) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a maximum distance from spillways to allow settlement of suspended sediments.
9) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.
10) The diked disposal area shall be constructed a sufficient distance from the normal high water level or
any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.
Docking Facility
11) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
12) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this docking facility without permit
modification. No non-water dependent uses of structures shall be conducted on, in or over public trust
waters without permit modification.
13) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor.
14) No attempt shall be made by the permittee to prevent the frill and free use by the public of all navigable
waters at or adjacent to the authorized work.

15) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
Charles King Trust
ADDITIONAL CONDITIONS
Permit #54-05
Page 3 of 5
16) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
17) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.-
18) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
19) This permit authorizes a maximum of four boat slips.
Shoreline Stabilization
20) The alignment of the permitted bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
21) The bulkhead shall not extend waterward more than an average of 2 feet from the normal high water
level.
22) The bulkhead shall be constructed prior to any backfilling activities.
23) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
24) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
2?) The backfilI material shall be clean and free of any pollutants except in trace quantities.
Charles King Trust
ADDITIONAL CONDITIONS
Upland Development
Permit #54-05
Page 4 of 5
26) Due to the amount of time that has lapsed since the Department of Cultural Resources (DCR) reviewed
the inititial project design for consistency with the adjacent historic district, as well as building design
modifications that may have taken place since this initial review, an additional review by DCR staff is
necessary. Therefore, prior to the initiation of any construction activities on the two authorized
townhouse buildings, the permittee shall coordinate with and obtain written approval from DCR staff to
ensure that the final building designs remain consistent with the adjacent historic district. A copy of this
written approval shall be provided to the Division of Coastal Management prior to initiation of
construction on the buildings.
27) All portions of the approved boardwalks falling within 30 feet of the normal high water level shall have
a maximum width of 6 feet, and shall be slatted, elevated and wooden.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
28) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
29) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
Stormwater Management
30) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW8001020 on 1/4/05. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
General
31) No vegetated wetlands shall be excavated or filled, even temporarily.
4W
Charles King Trust
ADDITIONAL CONDITIONS
Permit #54-05
Page 5 o175
32) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3274 (DWQ Project No. 001329), which was issued on 8/22/01.

NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200100051.
COAST GUARD REGULATIONS APPLICABLE TO DREDGE OPERATIONS
Below is a list of regulations which are applicable to dredge operations in the COTP Wilmington zone. This list
is not all inclusive. We encourage dredge companies to schedule a meeting with members of the USCG staff, in
order to be provided amplifying information or answers to any questions that may exist. We also strongly
encourage all Uninspected Towing Vessels (UTV) associated with each dredging operation to participate in the
USCG's Voluntary Commercial Dockside Examination program. Please contact LT Dave Brown of the USCG
staff at [phone], extension 108, to coordinate a meeting or dockside exam.
Lights on dredge pipelines (33 CFR 88.15)
2. Lights on barges at a bank or dock (33 CFR 88.13)
3. Lights and Shapes (33 CFR 84.11-13)
4. Mooring Buoys (33 CFR 62.35)
5. Special Marks (33 CFR 62.3 1)
6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815)
7. UTV Drug Testing Requirements (33 CFR 4.06 & 4.03-2)
8. UTV Marine Radar Requirernent (33 CFR 164.01(b) & 164.72)
9. UTV Certificate of Documentation (33 CFR 173.21)
10. UTV Marine Casualty Reporting Criteria (46 CFR 4.05-1)
11. Dredge or UTV Advance Notice of Transfers (33 CFR 156.118)
`o??P vvnlr9oG
rvucnaei r. tasiey, tzovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 22, 2001
Carteret County
DWQ Project # 001329
APPROVAL of 401 Water Quality Certification
Charles King Trust
C/o Mike King
300 Copeland Road
Beaufort, NC 28516
Dear Mr. King:
You have our approval, in accordance with the attached conditions, to place fill material in 380 square feet of water and
dredge 12,500 square feet of waters for the purpose of constructing a building, boat slips and bulkhead at Charles King Trust on
Gallant's channel in Beaufort, NC, as you described in your application dated October 8, 2001. After reviewing your application,
we have decided that this fill is covered by General Water Quality Certification Number 3274. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when
the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to
be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within
60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Danny Smith at 919-733-9716 or Joanne Steenhuis at our Willington Regional Office at 910-395-
3900.
Sincerely,
Attachment
g ore, h.D
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
File Copy
Central Files
Doug Huggett, DCM
Randy King; Arcadis; PO Box 31388, Raleigh, NC 27622-1388
Larry Zucchino; J Davis Architects; 100 N West St, Raleigh, NC 27603
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
Customer Service
1 800 623-7748
DW
, 2001
(?JII?s f rUs? DWQProject # County
Co 3
APPROVAL?6f 401 Water Quality Certification
)VO ?An
Cr(b A4 ,I-e K' I -
(16 PR
OrK
Dear Mr. )\??5
Y u have our approval, in accordance with the atta ed conditio s, to place fill material in v
a s for the pu ose of as you f? t
de cribed in your application dated Oct 1 2001), After reviewing your applic ation, we
have decided that this fill is covered by General Water Quality Certification Number =3-a4 S
er Ica Ion a ows n
Fngiasef&4ssves it. In addition, you should get any other federal, state or local permits before you go t
ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, l?ay?5
Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
s ( accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and send us a new application. If the property is sold, the new n
v
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V"? g
-i-
T
Q
T
owner must Ira given a copy of this Certification and approval letter and is thereby responsible for /
complying with'iall conditions. If total wetland fills for this project (now or in the future) exceed one acre, NC-1
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h), For this approval to
be valid, you must follow the conditions listed in the attached certification. This approval shall expire when
the corresponding Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water ct. I you have any questions, please telephone at 919-733-1786 or
at our W Regional Office at
0 Sincerely,
f?? S
c 11
Kerr T. Stevens
A WM1
t DOMIR
Attachment
cc:
Corps of Engineers t Field Office
vtr DWQ final Office
File Cop
_ Central Files , k .A-V , "- __
Up'
Division of Water Quality 1650 M it Service Center Raleigh, NC 27699-1650 I r l n_ ,` I ?G
1 Unit: [phone] ? ?! n kVt''?n"1CS?'< 1/?
Fax: [phone] R r, ?? 1/ / I C AOU 5 ?? ??? l
Michael F. Easley
Governor
William G. Ross, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
otOF W ATFROG
> y
o -c
Michael F. Easley
Governor
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: Fax Number:
Companyr? . ate:
From: u1-21 ` Phone:
No. Of Pages including cover sheet:
W1.7
NCDENR
Division of Water Quality 2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
Wetlands/401 Unit: [phone]
Fax: [phone]
ARCADIS G&M
Transmittal Letter
To:
Mr. Danny Smith
NCDWQ
From:
Randy King, P.E.
Subject:
King Trust Sampling, Beaufort NC
DWQ project #001329
ARCADIS G&M
Copies: of North Carolina, Inc.
P.O. Box 31388
Raleigh, NC 27622-1388
2301 Rexwoods Drive - Suite 102
Raleigh, NC 27607-3366
Tel [phone]
Fax [phone]
Date:
2 August 2001 LAND RESOURCES
ARCADIS G&M Project No.:
N/A
We are sending you:
N Attached
? Shop Drawings
? Prints
? Other:
? Under Separate Cover Via the Following Items:
? Plans ? Specifications ? Change Order
? Samples ? Copy of Letter ? Reports
Copies Date Drawing No. Rev. Description Action*
2 Basin Sampling Report, King Trust Marina Project
Action*
? A Approved
? AN Approved As Noted
N AS As Requested
? Other:
? CR Correct and Resubmit
? F File
? FA For Approval
? Resubmit Copies
? Return Copies
? Review and Comment
Comments: Danny, I believe that this is the information that you requested for the King Trust Project. If this information is
satisfactory, we hope to obtain your 401 certification as soon as possible. Please call me at [phone] when you have
reviewed this information. Thank-you for your help in this matter. Randy
our ref.: Page:
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Description BH 1
Lot Number CF14035-001
Client NESCO Inc.
Date Received 06/14/2001
Prep
Parameter Method
TCLP Semivolatiles
j 3 & 4-Methylphenol 1311/3520C
Nitrobenzene 1311/3520C
Pentachlorophenol 1311/3520C
Pyridine 1311/3520C
2,4,5-Tdchlorophenol 1311/3520C
2,4,6-Trichlorophenol 1311/3520C
Surrogates
2,4,6-Tribromophenol 1311/3520C
2-Fluorobiphenyl 1311/3520C
2-Fluorophenol 1311/3520C
Nitrobenzene-d5 1311/3520C
I
Phenol-d5 1311/3520C
Terphenyl-d14 1311/3520C
i TCLP Metals
Arsenic 1311/3010A
Barium 1311/301 OA
I
i Cadmium 1311/3010A
Chromium 1311/3010A
Lead 1311/3010A
Mercury 1311/7470A
Selenium 1311/3010A
Silver 1311/301 OA
Analytical
Method Result Q PQL
8270C ND 0.10
8270C ND 0.050
8270C ND 0.25
8270C ND 0.050
8270C ND 0.050
8270C ND 0.050
8270C 76 30-130
8270C 81 30-130
8270C 78 30-130
8270C 79 30-130
8270C 74 30-130
8270C 90 30-130
6010B ND 0.050
6010B 0.60 0.25
6010B ND 0.020
60108 ND 0.050
6010B ND 0.030
7470A ND 0.0010
6010B ND 0.050
60108 ND 0.050
Units
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Date Sampled 06/13/2001 0900
Matrix Solid
Prep Date Analysis Date Analyst
06/21/20011605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06126/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/21/20011605 06/26/2001 1435 MWK
06/2112001 1605 06/26/2001 1435 MWK
06/21/2001 1605 06/26/2001 1435 MWK
06/20/2001 1123 06/25/2001 1852 FTS
06/20/2001 1123 06/25/2001 1852 FTS
06/20/2001 1123 06/25/2001 1852 FTS
06/20/2001 1123 06/25/2001 1852 FTS
06/20/2001 1123 06/25/2001 1852 FTS
06/20/2001 1100 06/20/2001 1517 NGG
06/20/2001 1123 06/25/2001 1852 FTS
06/20/2001 1123 06/25/2001 1852 FTS
r
r
r
(7-1
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not detected at or above the PQL J = Estimated result less than the PQL Soils reported on a dry weight basis unless flagged with a "W"
SIfEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point DH%,c, Cayce, South Carolina 29033 [phone] Fax [phone] www.shealyenNironmcntal.com
Page 2 of 2
SC DHEC No. 32010
Client
Attention
NESCO Inc.
2407 South Charles Blvd.
Greenville, NC 27858
Brian Gray
Project Name : Gallants Harbour
Description BH 1
Lot Number CF14035-001
Date Received 06/14/2001

Parameter

rep
Method

nalytical
Method

esult

PQL

nits Date Sampled
Matrix

Prep Date 06/13/2001 0900
Solid

Analysis Date Analyst
i Inorganic non-metals
% Solids 160.3 42.2 % 06/16/2001 1130 ADH
Extractables
Oil and Grease 9071A ND 120 mg/kg 06/25/2001 0930 JBK
TCLP Volatiles
Benzene 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
2-Butanone (MEK) 1311/5030B 82608 ND 0.10 mg/L 06/25/2001 1236 RED
Carbon tetrachloride 1311/50308 82606 ND 0.050 mg/L 06/25/2001 1236 RED
Chlorobenzene 1311/5030B 82606 ND 0.050 mg/L 06/25/2001 1236 RED
Chloroform 1311/50308 8260B ND 0.050 mg/L 06/25/2001 1236 RED
1,2-Dichloroethane 1311/50308 8260B ND 0.050 mg/L 06/25/2001 1236 RED
1,1-Dichloroethene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
Tetrachloroethene 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
Trichloroethene 1311/5030B 82606 ND 0.050 mg/L 06/25/2001 1236 RED
Vinyl chloride 1311/5030B 8260B ND 0.10 mg/L 06/25/2001 1236 RED
Surrogates
1,2-Dichloroethane-d4 1311/5030B 8260B 92 70-130 % 06/25/2001 1236 RED
Bromofluorobenzene 1311/5030B 8260B 91 70-130 %, 06/25/2001 1236 RED
Toluene-d8 1311/5030B 8260B 88 70-130 % 06/25/2001 1236 RED
TCLP Semivolatiles
' 1,4-Dichlorobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2,4-Dinitrotoluene 1311135200 8270C ND 0.10 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
' Hexachlorobenzene
H
hl 1311/3520C 8270C
1311/35200 ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
exac
orobutadiene 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Hexachloroethane 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 WALK
' 2-Methylphenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
PQL - Practical quantitation limit A = Detected in the method blank E - Quantitation of compound exceeded the calibration range
ND - Not detected at or above the PQL J = Estimated result less than the PQL Soils reported on a dry weight basis unless flagged with a "W"

' SIIEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive, Cayce, South Carolin a 29033 [phone] Fax [phone] www.shealyenvironmen tal.com
Page I of 2

SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
NC DEHNR No. 32
u t, ? ?.?.n1 I_
SHEALY ENVIRONMENTAL SERVICES, INC.
Scientists and Consultants
Report of Analysis
NESCO Inc.
2407 South Charles Blvd.
Greenville, NC 27858
Attention : Brian Gray
Project Name : Gallants Harbour
Lot Number : CF14035
Date Completed : 06/28/2001
Daniel J. Wright
Project Manager
Total number of pages in report : 3
?r D
JUL - 2 ?001
This report has been prepared and reviewed in accordance with Shealy's Quality Assurance Management Plan. Any data qualifiers associated with
sample analysis are footnoted on the analytical results page(s). This report shall not be reproduced, except in its entirety, without the written approval
of Shealy Environmental Services, Inc.
The following non-paginated documents are considered part of this report: Chain Of Custody Record and Sample Receipt Checklist.

I

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I'1-yo,
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NESCO, Inc. is pleased to have been of service to the Charles King Trust in this
investigation. If you have any questions or require additional information, please call at
[phone].
Sincerely,
Brian E. Gray, L.G.
Sr. Environmental Manager
NESCO, Inc.

r y At Work
NESCO
June 10, 2001
Charles King Trust
C/o Mr. Mike King
300 Copeland Rd.
Beaufort, NC 28516
RE: Basin Sediment Sampling
Gallant's Channel Marina
Beaufort, Carteret CO., NC
Deco' Mr. King:
NESCO, lnC.
2407 South Charles Bouleva,
Greenville, North Carolina 27659
Telephone [phone]
Telelax 252-758-9652
Toll Free 1-800-500-2046
www.nesco-usa com
NESCO, Inc. was contracted to perform basin sediment sampling and analysis at a
portion of the Gallant's Channel Marina, Beaufort, Carteret Co., North Carolina
Appendix A). This sampling and analysis was for the purpose characterizing the bottom
sediment for future dredging spoils disposal.
I On June 13, 2001 NESCO, Inc. personnel obtained a bottom sediment samples from a
location indicated on a map supplied by the Charles King Trust (Appendix B). The
samples were a composite of the top 2 feet of bottom sediment and were placed into
' laboratory prepared containers. The samples were labeled, placed on ice, and shipped to
Shealy Environmental Services, Inc. in Cayce, SC, a North Carolina Certified testing
laboratory. Laboratory analysis consisted of TCLP Volatiles, TCLP Semi-volatiles,
i TCLP Metals, and Oil and Grease (Method 9071).
Laboratory analyses indicate Non-Detect for Oil and Grease; Non-Detect for TCLP
' Volatiles; Non-Detect for TCLP Semi-volatiles; and Non-Detect for TCLP Metals, with
the exception of Barium. Barium was identified at 0.60 mg/l.
Ingenuity At Work
NESCO
NESCO, Inc.
2407 South Charles Boulevard
Greenville, North Carolina 27858
Telephone [phone]
Telelax 252-758-9652
Toll Free 1-800-500-2046
June 30, 2001
Charles King Trust
C/o Mr. Mike King
300 Copeland Rd.
Beaufort, NC 28516
RE: Basin Sediment Sampling
Gallant's Channel Marina
Beaufort, Carteret CO., NC
Dear Mr. King:
www.nesco-usa.com
NESCO, Inc. was contracted to perform basin sediment sampling and analysis at a
portion of the Gallant's Channel Marina, Beaufort, Carteret Co., North Carolina
Appendix A). This sampling and analysis was for the purpose characterizing the bottom
sediment for future dredging spoils disposal.
On June 13, 2001 NESCO, Inc. personnel obtained a bottom sediment samples from a
location indicated on a map supplied by the Charles King Trust (Appendix B). The
samples were a composite of the top 2 feet of bottom sediment and were placed into
laboratory prepared containers. The samples were labeled, placed on ice, and shipped to
Shealy Environmental Services, Inc. in Cayce, SC, a North Carolina Certified testing
laboratory. Laboratory analysis consisted of TCLP Volatiles, TCLP Semi-volatiles,
TCLP Metals, and Oil and Grease (Method 9071).
Laboratory analyses indicate Non-Detect for Oil and Grease; Non-Detect for TCLP
Volatiles; Non-Detect for TCLP Semi-volatiles; and Non-Detect for TCLP Metals, with
the exception of Barium. Barium was identified at 0.60 mg/l.

W. C'
-„ N:i,0; r;a,cclina. Pin
NESCO, Inc. is pleased to have been of service to the Charles King Trust in this
investigation. If you have any questions or require additional information, please call at
[phone].
Sincerely,
Brian E. Gray, L.G.
Sr. Environmental Manager
NESCO, Inc.
f * P`
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Name: BEAUFORT Location: 034° 43' 13.3" N 076° 40' 11.2" W
Date: 7/2/2001 Caption: Gallant's Channel Marina
Scale: 1 inch equals 2000 feet Beaufort, Carteret Co., NC
Copyright (C) 1997, Maptech, Inc.
?'- 7b
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_ EDGE _or PAVEµEW.
SHEALY ENVIRONMENTAL SERVICES, INC.
Scientists and Consultants
Report of Analysis
NESCO Inc.
2407 South Charles Blvd.
Greenville, NC 27858
Attention : Brian Gray
Project Name : Gallants Harbour
Lot Number : CF14035
Date Completed : 06/28/2001
n
Daniel J. Wright
Project Manager
Total number of pages in report : 3
M0MIT IT a
4 i VUI
JUL - 2 2001
This report has been prepared and reviewed in accordance with Shealy's Quality Assurance Management Plan. Any data qualifiers associated with
sample analysis are footnoted on the analytical results page(s). This report shall not be reproduced, except in its entirety, without the written approval
of Shealy Environmental Services, Inc.
The following non-paginated documents are considered part of this report: Chain Of Custody Record and Sample Receipt Checklist.
SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
..r I W I
f
SC DHEC No. 32010 NC DEHNR No. 329
Client : NESCO Inc.
2407 South Charles Blvd.
Greenville, NC 27858
Attention : Brian Gray
Project Name : Gallants Harbour
Description BH l
Lot Number CF14035-001
Date Received 06/14/2001
Date Sampled 06/13/2001 0900
Matrix Solid
Prep Analytical
Parameter Method Method Result Q PQL Units Prep Date Analysis Date Analyst
Inorganic non-metals
% Solids 160.3 42.2 % 06/16/2001 1130 ADH
Extractables
Oil and Grease 9071A ND 120 mg/kg 06/25/2001 0930 JBK
TCLP Volatiles
Benzene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
2-Butanone (MEK) 1311/5030B 82608 ND 0.10 mg/L 06/25/2001 1236 RED
Carbon tetrachloride 1311/50306 8260B ND 0.050 mg/L 06/25/2001 1236 RED
Chlorobenzene 1311/5030B 82606 ND 0.050 mg/L 06/25/2001 1236 RED
Chloroform 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
1,2-Dichioroethane 1311/5030B 82606 ND 0.050 mg/L 06/25/2001 1236 RED
1,1-Dichloroethene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
Tetra chloroethene 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
Trichloroethene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
Vinyl chloride 1311/5030B 8260B ND 0.10 mg/L 06/25/2001 1236 RED
Surrogates
1,2-Dichloroethane-d4 1311/5030B 82608 92 70-130 % 06/25/2001 1236 RED
Bromofluorobenzene 1311/5030B 8260B 91 70-130 % 06/25/2001 1236 RED
Toluene-d8 1311/5030B 8260B 88 70-130 % 06/25/2001 1236 RED
TCLP Semivolatiles
1,4-Dichlorobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2,4-Dinitrotoluene 1311/3520C 8270C ND 0.10 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Hexachlorobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Hexachlorobutadiene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Hexachloroethane 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2-Methylphenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
PQL = Practical quantitation limit D = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not detected at or above the PQL J = Estimated result les s than the PQL Soils reporte d on a dry weight basis u nless flagged wi th a "W"
SHEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive, Cayce, South Caro lina 29033 (803) 7 91-9700 Fax [phone] ww w.shealyenvirmimental.com Page l of 2
Description BH 1
Lot Number CF14035-001
Client NESCO Inc.
Date Received 06/14/2001
Date Sampled 06/13/2001 0900
Matrix Solid
Prep Analytical
Parameter Method Method Result Q PQL Units Prep Date Analysis Date Analyst
TCLP Semivolatiles
3 & 4-Methylphenol 1311/3520C 8270C ND 0.10 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Nitrobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Pentachlorophenol 1311/3520C 8270C ND 0.25 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Pyridine 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2,4,5-Trichlorophenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06126/2001 1435 MWK
2,4,6-Trichlorophenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/2612001 1435 MWK
Surrogates
2,4,6-Tribromophenol 1311/3520C 8270C 76 30-130 %, 06/21/2001 1605 06/26/2001 1435 MWK
2-Fluorobiphenyl 1311/3520C 8270C 81 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
2-Fluorophenol 1311/3520C 8270C 78 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
Nitrobenzene-d5 1311/3520C 8270C 79 30-130 %, 06/21/2001 1605 06/26/2001 1435 MWK
Phenol-d5 1311/3520C 8270C 74 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
Terphenyl-d14 1311/3520C 8270C 90 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
TCLP Metals
Arsenic 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Barium 1311/3010A 6010B 0.60 0.25 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Cadmium 1311/3010A 6010B ND 0.020 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Chromium 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Lead 1311/3010A 60108 ND 0.030 mg/L 06/20/20011123 06/25/2001 1852 FTS
Mercury 131117470A 7470A ND 0.0010 mg/L 06/20/2001 1100 06/20/2001 1517 NGG
Selenium 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Silver 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
:JI
PQL = Practical quantitation limit B = Detected in die method blank E = Quantitation of compound exceeded the calibration range
ND = Not detected at or above die PQL J = Estimated result less than the PQL Soils reported on a dry weight basis unless (lagged with a "W"
S1 1EALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive, Cayce, South Carolina 29033 [phone] Fax [phone] www.shealyenvironmental,com
Page 2 of '2
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North Carolina
Department of Environment and Natural Resources •
Michael F. Easley, Governor iii
Sherri Evans-Stanton, Acting Secretary NCDENR
Charles King Trust
C/o Mike King
300 Copeland Road
Beaufort, NC 28516
May 3, 2001
Subject: Additional Information Request
DWQ Project # 001329
Carteret County
Dear Mr. King:
On March 19, 2001, this Office received a copy of sediment data collected for the
Gallant's Channel. Further, the hand written note attached to this data indicated the
Division of Water Quality requested this information on November 17, 2000.
After review of this response, this Office finds that the data submitted to be
problematic. The sample did not include volatiles, sample 1 and 2 did not meet holding
times for method 8270, and the duplicate for sample number 1 was notably inconsistent
with the initial sample. Further, the DWQ analysis request was for the Charles King
Trust project, not the Gallant's Channel project. Accordingly, please collect the sediment
samples. The sample should include metals, volatiles and semivolatiles, and a map of the
sample site locations and chain of custody information should also be provided.
Please respond within three weeks of the date of this letter by sending a copy of
this information to me and to Ms. Joanne Steenhuis, Wilmington Regional Office at 127
Cardinal Dr., Wilmington, NC 28405 [phone]. Thank you for your attention to
this matter.
incerely,
n R. ome
cc: Wilmington Regional Office -Water Qua y
Central Files
Dough Huggett, DCM
Danny Smith

June 30, 2001
Charles King Trust
C/o Mr. Mike King
300 Copeland Rd.
Beaufort, NC 28516
RE: Basin Sediment Sampling
Gallant's Channel Marina
Beaufort, Carteret CO., NC
Dear Mr. King:
NESCO, Inc.
2407 South Charles Boulevard
Greenville, North Carolina 27858
Telephone [phone]
Telelax 252-758-9652
Toll Free 1-800-500-2046
www.nesco-usa.com
NESCO, Inc. was contracted to perform basin sediment sampling and analysis at a
portion of the Gallant's Channel Marina, Beaufort, Carteret Co., North Carolina
Appendix A). This sampling and analysis was for the purpose characterizing the bottom
sediment for future dredging spoils disposal.
On June 13, 2001 NESCO, Inc. personnel obtained a bottom sediment samples from a
location indicated on a map supplied by the Charles King Trust (Appendix B). The
samples were a composite of the top 2 feet of bottom sediment and were placed into
laboratory prepared containers. The samples were labeled, placed on ice, and shipped to
Shealy Environmental Services, Inc. in Cayce, SC, a North Carolina Certified testing
laboratory. Laboratory analysis consisted of TCLP Volatiles, TCLP Semi-volatiles,
TCLP Metals, and Oil and Grease (Method 9071).
' Laboratory analyses indicate Non-Detect for Oil and Grease; Non-Detect for TCLP
Volatiles; Non-Detect for TCLP Semi-volatiles; and Non-Detect for TCLP Metals, with
the exception of Barium. Barium was identified at 0.60 mg/l.

Ingenuity At Work
NESCO

NESCO, Inc. is pleased to have been of service to the Charles King Trust in this
investigation. If you have any questions or require additional information, please call at
' [phone].

F
Sincerely,
Brian E. Gray, L.G.
Sr. Environmental Manager
NESCO, Inc.
1
F
L

r?

APPENDIX A
VICINITY MAP

x 11+C
??.,-.t rJ ',I+ (1 a °a•-
x r4
?,\ its ?1 AN
4
tly
w
Gallant
Point
Beau head Cityl ' a` It
/Phillips ?3? ?• \ o.
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Ai e
off' ? ?';? _ •?. ??? , J`T ?, ` ? ?? /- ` ?: .? ? • 1? , ?? ??
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?i w \r l . Jtk' "? 1? 1 C?a '" ?'r Y To } `f? r . 8 q! 1o P.i1y
ewl
t:'¢? • /p?.p??;;.(' Rdca Fork
n ,
I lrr •, I Camk : • O ... ,
?. _ y . t
Gag _A_taa_ J' I? l ' R' f. i of>s (i
war$ ' '? ! 1tkA1rYOR1 \ T + ti` T . •. r
.1? %,;Q-)?.KAL I•ARURATnRY
oit Terminal 4 tr ( ?? ?` \ +}? 8 p . / .?.' i
'{ ?•
.A D (O ? Islelrl¢•..•.., 7 F"11 Po ? %f` r ? ?
Beaufort
?r \ If UNIt1.RV1TY? ? ti, ??.. f?? J /'Q I Highland
(.ight Park
??• • N?a1Nf IAe(MAT/)N)! f ?- <? ,
y ee Park
AWio
i T
ow 1 % ol,ight 10 x
r ) ?t4 M L ; ATown Mash i ..w Ir•
one Pt
i4 C,L !` ! ? ? 4
1 ? 1 I ((4?'jf ?l
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Ststioh I ' Msst a
figwc?N on 1
<'? ?Ulfoi 7 `
10°W ?(
' Name: BEAUFORT Location: 034° 43' 13.3" N 076° 40' 11.2" W
Date: 7/2/2001 Caption: Gallant's Channel Marina
Scale: 1 inch equals 2000 feet Beaufort, Carteret Co., NC
' Copyright (C) 1997, Maptech, Inc.

n

APPENDIX B
SITE MAP

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1
APPENDIX C
LABORATORY ANALYSES

i
i
SHEALY ENVIRONMENTAL SERVICES, INC.
Scientists and Consultants
Report of Analysis
NESCO Inc.
2407 South Charles Blvd.
Greenville, NC 27858
Attention : Brian Gray
Project Name : Gallants Harbour
Lot Number : CF14035
Date Completed : 06/28/2001
R
Daniel J. Wright
Project Manager
Total number of pages in report : 3
ris"? D
JUL - 2 ?001
This report has been prepared and reviewed in accordance with Shealy's Quality Assurance Management Plan. Any data qualifiers associated with
sample analysis are footnoted on the analytical results page(s). This report shall not be reproduced, except in its entirety, without the written approval
of Shealy Environmental Services, Inc.
The following non-paginated documents arc considered part of this report: Chain Of Custody Record and Sample Receipt Checklist.
111111111111111111111111111111111111111111111
SHEALY ENVIRONMENTAL SERVICES INC.
Report of Analysis
I SC DHEC No. 32010 f L'! t t
NC DEHNR No. 329
Client :
'

Attention : NESCO Inc.
2407 South Charles Blvd.
Greenville, NC 27858
Brian Gray
Project Name : Gallants Harbour
Description BH I Date Sampled 06/13/2001 0900
' Lot Number CF 14035-001 Matrix Sol id
Date Received 06114/2001
' Prep Analytical
Parameter Method Method Result Q PQL Units Prep Date Analysis Date A nalyst
Inorganic non-metals
% Solids 160.3 42.2 % 06/16/2001 1130 ADH
' Extractables
Oil and Grease 9071A ND 120 mg/kg 06/25/2001 0930 JBK
' TCLP Volatiles
Benzene 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
2-Butanone (MEK) 1311/50308 82608 ND 0.10 mg/L 06/25/2001 1236 RED
Carbon tetrachloride 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
Chlorobenzene 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
Chloroform 1311/5030B 82608 ND 0.050 mg/L 06/25/2001 1236 RED
'
1,2-Dichloroethane 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
1,1-Dichloroethene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
Tetrachloroethene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
I
Trichloroethene 1311/5030B 8260B ND 0.050 mg/L 06/25/2001 1236 RED
Vinyl chloride 1311/5030B 8260B ND 0.10 mg/L 06/25/2001 1236 RED
Surrogates
1,2-Dichloroethane-d4 1311/5030B 82608 92 70-130 % 06/25/2001 1236 RED
Bromofluorobenzene 1311/5030B 82608 91 70-130 % 06/25/2001 1236 RED
Toluene-d8 1311/5030B 8260B 88 70-130 % 06/25/2001 1236 RED
TCLP Semivolatiles

1,4-Dichlorobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2,4-Dinitrotoluene 1311/3520C 8270C ND 0.10 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Hexachlorobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
' Hexachlorobutadiene 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Hexachloroethane 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2-Methylphenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK

PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not detected at or above the PQL J = Estimated result less than the PQL Soils reported on a dry weight basis unless flagged with a "W"
SHEALY ENVIRONMEWAI. SFRVICF.S, INC.
106 Vantage Point Drive, Cayce, South Carolina 29033 [phone] Fax [phone] w?ewshcalyenvironmenh+l.eom
Page I of 2
t Description 1311 1
Lot Number CF14035-001
Client NESCO Inc.
Date Received 06/14/2001
Date Sampled 06/13/2001 0900
Matrix Solid
Prep Analytical
1 Parameter Method Method Result Q PQL Units Prep Date Analysis Date Analyst
TCLP Semivolatiles
3 & 4-Methylphenol 1311/3520C 8270C ND 0.10 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
' Nitrobenzene 1311/3520C 8270C ND 0.050 mg/L 06/21/20011605 06/26/2001 1435 MWK
Pentachlorophenol 1311/3520C 8270C ND 0.25 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Pyridine 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
' 2,4,5-Trichlorophenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
2,4,6-Trichlorophenol 1311/3520C 8270C ND 0.050 mg/L 06/21/2001 1605 06/26/2001 1435 MWK
Surrogates
'
2,4,6-Tribromophenol 1311/3520C 8270C 76 30-130 % 06/21/20011605 06/26/2001 1435 MWK
2-Fluorobiphenyl 1311/3520C 8270C 81 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
2-Fluorophenol 1311/3520C 8270C 78 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
t
Nitrobenzene-d5 1311/3520C 8270C 79 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
Phenol-d5 1311/3520C 8270C 74 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
Terphenyl-d14 1311/3520C 8270C 90 30-130 % 06/21/2001 1605 06/26/2001 1435 MWK
TCLP Metals
Arsenic 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Barium 1311/3010A 6010B 0.60 0.25 mg/L 06/20/20011123 06/25/2001 1852 FTS
Cadmium 1311/3010A 6010B ND 0.020 mg/L 06/20/20011123 06/25/2001 1852 FTS
' Chromium 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Lead 1311/3010A 6010B ND 0.030 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Mercury 131117470A 7470A ND 0.0010 mg/L 06/20/2001 1100 06/20/2001 1517 NGG
' Selenium 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/25/2001 1852 FTS
Silver 1311/3010A 6010B ND 0.050 mg/L 06/20/2001 1123 06/2512001 1852 FTS
r+,. is - '7
I
PQL = Practical quantitation limit B = Detected in the method blank
ND = Not detected at or above the PQL J = Estimated result less than the PQL
' SHEALY ENVIRONMENTAL SERVICES, INC.
10G Vantage Point Drive, Cayce, South Carolina 29033 [phone] Fax [phone] %N-ww.shcalyenvironmental.com
E = Quantitation of compound exceeded the calibration range
Soils reported on a dry weight basis unless flagged with a "W"
Page 2 of 2
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North Carolina
Department of Environment and Natural Resources •
0-- fto?
Michael F. Easley, Governor ??
Sherri Evans-Stanton, Acting Secretary NCDENR
May 3, 2001
Charles King Trust
C/o Mike King
300 Copeland Road
Beaufort, NC 28516
Subject: Additional Information Request
DWQ Project # 001329
Carteret County
Dear Mr. King:
On March 19, 2001, this Office received a copy of sediment data collected for the
Gallant's Channel. Further, the hand written note attached to this data indicated the
Division of Water Quality requested this information on November 17, 2000.
After review of this response, this Office finds that the data submitted to be
problematic. The sample did not include volatiles, sample 1 and 2 did not meet holding
times for method 8270, and the duplicate for sample number 1 was notably inconsistent
with the initial sample. Further, the DWQ analysis request was for the Charles King
Trust project, not the Gallant's Channel project. Accordingly, please collect the sediment
samples. The sample should include metals, volatiles and semivolatiles, and a map of the
sample site locations and chain of custody information should also be provided.
Please respond within three weeks of the date of this letter by sending a copy of
this information to me and to Ms. Joanne Steenhuis, Wilmington Regional Office at 127
Cardinal Dr., Wilmington, NC 28405 [phone]. Thank you for your attention to
this matter.
incerely,
n R. om
cc: Wilmington Regional Office -Water Qua y
Central Files
Dough Huggett, DCM
Danny Smith
charles king
Subject: charles king
Date: Wed, 02 May 2001 17:45:56 -0400
From: Danny Smith <[e-mail]>
To: [e-mail]
CC: [e-mail]
hey rick:
I'm going on vacation for a few days (I'll be back next Thursday).
Anyway, despite trying hard we kept missing each other.. So here is
quick up date on the Charles King project you and I were discussing.
I drafted an add info. letter for Dorney signature.... (It asks them
sample..... The data they submitted was from an adjacent property ...
not their project.....)
see ya
ds
1 of 1 5/3/01 10:07 AM
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhu6s
Non-Discharge Branch WO Supervisor: Rock Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Charles King Trust c% Mike King County Carteret
Project Number 00 1329 County2
Recvd From DCM Region Wilmington
Received Date 10/18/00 Recvd By Region
Project Type townhouses and bulkhead
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req. _
LAMA Waters F7- -@N 21-(17) SASH
HQW 30,503. r
F_

?-
F_
r Ft -
F - F-7- F_ I

Mitigation Wetland
MitigationType Type Acres Feet
F_ I F_
r?
Is Wetland Rating Sheet Attached? Q Y O N Did you request more Info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue * Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office is rnncerned about the sediments within the basin that will be dredged. We would like to
see a sediment analysis of these sediments. If the sediment analysis show that all toxics are below
state standards this office would have no objections to the project. The site has had a lot of junk
dumped on it in the past and this office is particularly concerned with the basin periphery since that is
where things would most likely Settle out and be dumped.
cc: Regional Office
Central Office Page Number 1
North Carolina )VA
Department of Environment and Natural Resources A74;
Michael F. Easley, Governor NCDENR
Sherri Evans-Stanton, Acting Secretary
May 3, 2001
Charles King Trust
C/o Mike King
300 Copeland Road
Beaufort, NC 28516
Subject: Additional Information Request
DWQ Project # 001329
Carteret County
Dear Mr. King:
On March 19, 2001, this Office received a copy of sediment data collected for the
Gallant's Channel. Further, the hand written note attached to this data indicated the
Division of Water Quality requested this information on November 17, 2000.
After review of this response, this Office finds that the data submitted to be
problematic. The sample did not include volatiles, sample 1 and 2 did not meet holding
times for method 8270, and the duplicate for sample number 1 was notably inconsistent
with the initial sample. Further, the DWQ analysis request was for the Charles King
Trust project, not the Gallant's Channel project. Accordingly, please collect the sediment
samples. The sample should include metals, volatiles and semivolatiles, and a map of the
sample site locations and chain of custody information should also be provided.
Please respond within three weeks of the date of this letter by sending a copy of
this information to me and to Ms. Joanne Steenhuis, Wilmington Regional Office at 127
Cardinal Dr., Wilmington, NC 28405 [phone]. Thank you for your attention to
this matter.
incerely,
Pq,
*R.om-//
cc: Wilmington Regional Office -Water Qua y
Central Files
Dough Huggett, DCM
Danny Smith
ARCADIS
GERAGHTY & MILLER
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NO:
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BY: DATE:
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AGM Form 30 3-99

T TITAN n!Lm)6
Engineering, Surveying, Construction & Consuldng
June 2, 2000
Paton - Zucchino
200 North West Street
Raleigh, NC 27603
?,AJ G 7ou 5T
ouiQ pg4j- oo132q
Attn: Mr. Larry Zucchino
Subj: Results of Sediment Metals TCLP Analysis
Gallant's Channel Development
Beaufort, North Carolina
Titan Project No. 20-9566
Dear Mr. Zucchino,
Titan Atlantic Group, Inc. contacted Prism Laboratories concerning a TCLP (leaching)
analysis of the sediment samples collected from the proposed Gallant's Channel
Development. The additional analysis was in response to a letter from the NCDENR
(Division of Water Quality) dated May 8, 2000. The function of the test is to model
potential stripping of metal ions from the soil particles. The revised results showing the
amounts of metals leachable from the soil sediments are attached. As indicated in the
results, metals leached from the soils during the TCLP extraction test were below the
reporting limits. These results indicate that the metal ions are affixed to the soil particles
and are unlikely to be transferred to water.
As we discussed, the laboratory personnel indicated that there is no TCLP leaching test
for oil and grease. As a result, no additional analysis for oil and grease were performed.
Please contact me if you have any additional questions.
Sincerely,
Titan Atlantic Group, Inc.
/-?(A
C. Hale, RE
Chief Engineer
Registered, NC 11285
Cc: Mr. Pat Joyce
5240 GREEN'S DAIRY ROAD • RALEIGH, NORTH CAROLINA 27616 0 [phone] • FAX [phone]
Lab Report
Today's Date: May 17, 2000-
LPRISM
ov,
Full Service Analytical & Environmental Solutions
REVISED LABORATORY REPORT
Titan Atlantic Group, Inc. MAY 1 Client Project ID: Gallants Channel
Barney Hale -"Client Sample ID: Gallants Channel
5240 Greens Dairy Rd. Prism Sample ID: AB62218, AB62219, AB62220
Raleigh, NC 27616 L -"`Prism Login Group: 7753F3
The attached laboratory report is a revision and supersedes our original laboratory report dated
April 26, 2000
If you have questions, please call us.
Angela D. Overcash, V.P. Laboratory Services
Prepared by: Paula Gilleland
F:\common\reviab.xls
Created 3/16/00 Revised 3/30/00
449 Springbrook Road - P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone [phone] .Toll Free Number: 1-800/529-6364 ? Fax: [phone]
Lab Report ` PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 1 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62218 7-1 77A At SS-/
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:05
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed. 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL 12 mg/kg 1.0 6010 3/24/00 22:17 MSP
SELENIUM, TOTAL 2.2 mg/kg 2.0 6010 3124/00 22:17 MSP
CADMIUM, TOTAL 1.8 mg/kg 1.0 6010 3/24/00 22:17 MSP
CHROMIUM, TOTAL 39 rl 1.0 6010 3/24/00 22:17 MSP
LEAD, TOTAL 35 mg/kg 1.0 6010 3/24/00 22:17 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:17 MSP
BARIUM, TOTAL 27 mg/kg 1.0 6010 3/24/00 22:17 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:23 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:23 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:23 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3130/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 360 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 37 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 600 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
ACENAPHTHYLENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(A)ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 ? C harlotte, NC 28224-0543
Phone: [phone] . Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 2 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62218
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:05
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
BENZO(B)FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(A)PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 890 SW846-8270 4111/00 16:00 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-CHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
CHRYSENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIBENZOFURAN Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4-DICHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIETHYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIMETHYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4-DINITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
2,4-DINITROTOLUENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,6-DINITROTOLUENE Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
., Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Login Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 3 of 12
Gallants Channel
GALLANTS CHAN
AB62218
7753F3
3/18/00 12:05
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
FLUORENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROCYCLOPENTADIENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROETHANE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ISOPHORONE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-METHYL-PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-METHYL-PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NITROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-NITROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-NITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
PENTACHLOROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
PHENANTHRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PHENOL Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kq 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 ? Charlotte, NC 28224-0543
('hone: 704/529-6364 Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
A f PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Login Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 4 of 12
Gallants Channel
GALLANTS CHAN
AB62218
7753F3
3/18/00 12:05
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCESTARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =3700 mg/kg
/ TPH = 3000 mg/kg).
The difference is due to high moisture content and non-homogeneous characteristics of the sample.
This report is a revision and supersedes our original laboratory report dated 4/26/00.
Angela D. Overcas , V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] . Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 5 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62219 7-17'AA/ SS-Z.
Raleigh, NC 27616 Loqin Group: 7753173
Sample Collection Date/Time: 3/18/00 12:25
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE-- -- STARTED -ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 417/00 19:30 JMK
ARSENIC, TOTAL 5.9 rri 1.0 6010 3/24/00 22:23 MSP
SELENIUM, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:23 MSP
CADMIUM, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:23 MSP
CHROMIUM, TOTAL 20 mg/kg 1.0 6010 3/24/00 22:23 MSP
LEAD, TOTAL 13 mg/kg 1.0 6010 3/24/00 22:23 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:23 MSP
BARIUM, TOTAL 15 mg/kg 1.0 6010 3/24/00 22:23 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:18 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:18 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:18 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 220 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 45 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 250 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ACENAPHTHYLENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(A)ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road . P.O. Box 240543 . Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 . Fax: [phone]
Late Report
,. PRISM
?'i T LABORATORIES, INC.
Full Service Analytical 8 Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NIC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 6 of 12
Gallants Channel
GALLANTS CHAN
AB62219
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED _
ANALYST
BENZO(B)FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(A)PYRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 730 SW846-8270 4111/00 16:49 HWC
2-CHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
CHRYSENE Not detected ug/kg 730 SW846-8270 4/11100 16:49 HWC
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DIBENZOFURAN Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11100 16:49 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4-DICHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DIETHYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg. 730 SW846-8270 4/11/00 16:49 HWC
DIMETHYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4-DINITROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
2,4-DINITROTOLUENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,6-DINITROTOLUENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc Customer Project ID:
Attn: Barney Hale Customer Sample ID:
5240 Greens Dairy Rd. Prism Sample ID:
Raleigh, NC 27616 Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 7 of 12
Gallants Channel
GALLANTS CHAN
AB62219
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
FLUORENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROCYCLOPENTADIENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROETHANE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ISOPHORONE Not detected ug/kg 730 SW846-8270 4111/00 16:49 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-METHYL-PHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-METHYL-PHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NAPHTHALENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NITROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-NITROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-NITROPHENOL Not detected ug/kg 3650 SW846-8270 4111100 16:49 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
PENTACHLOROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
PHENANTHRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
PHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
PYRENE Not detected ug/kg 730 SW846-8270 4/11/0016:49 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kq 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 ? Fax: [phone]
Lab Report
{ PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 8 of 12
Gallants Channel
GALLANTS CHAN
AB62219 TITAN SS-3
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATEITIME
PARAMETER RESULT UNITS LIMIT ' REFERENCE STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =340 mg/kg
/ TPH = 150 mg/kg).
The difference is due to high moisture content and non-homogeneous characteristics of the sample.
This report is a revision and supersedes our original laboratory report dated 4/26/00.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] .Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lat) Report PRISM
LABORATORIES, INC.
Fuil Service Analytical & Environmental Solutions
5/17/00 Page 9 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Raleigh, NC 27616 Login Group: 7753F3
Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:30 MSP
SELENIUM, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:30 MSP
CADMIUM, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:30 MSP
CHROMIUM, TOTAL 2.6 mg/kg 1.0 6010 3/24/00 22:30 MSP
LEAD, TOTAL 2.4 mg/kg 1.0 6010 3/24/00 22:30 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:30 MSP
BARIUM, TOTAL 1.7 mg/kg 1.0 6010 3/24/00 22:30 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 .6010 5/16/00 15:13 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:13 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16100 15:13 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5116/00 15:13 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:13 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 99 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 80 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 210 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ACENAPHTHYLENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ANTHRACENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(A)ANTHRACENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] .Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 10 of 12
Gallants Channel
GALLANTS CHAN
AB62220
7753F3
3/18/00 13:00
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
BENZO(B)FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(A)PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 410 SW846-8270 4111/00 17:38 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11100 17:38 HWC
2-CHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
CHRYSENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIBENZOFURAN Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
2,4-DICHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIETHYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIMETHYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4-DINITROPHENOL Not detected ug/kg 2050 SW846-8270 4111/00 17:38 HWC
2,4-DINITROTOLUENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,6-DINITROTOLUENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone: [phone] , Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lai? Report PRISM
g LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc Customer Project ID:
Attn: Barney Hale Customer Sample ID:
5240 Greens Dairy Rd. Prism Sample ID:
Raleigh, NC 27616 Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 11 of 12
Gallants Channel
GALLANTS CHAN
AB62220
7753F3
3/18/00 13:00
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
FLUORENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
H EXACHLOROCYCLOPENTADI ENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROETHANE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ISOPHORONE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 2050 SW846-8270 4/11100 17:38 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-METHYL-PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-METHYL-PHENOL Not detected ug/kg 410 SW846-8270 4111/00 17:38 HWC
NAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NITROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-NITROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-NITROPHENOL Not detected ug/kg 2050 SW846-8270 4111/00 17:38 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PENTACHLOROPHENOL Not detected ug/kg 2050 SW846-8270 4/11/00 17:38 HWC
PHENANTHRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kg, 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lake Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 12 of 12
Gallants Channel
GALLANTS CHAN
AB62220
7753F3
3/18/00 13:00
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATEYTIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =240 mg/kg
/ TPH = 74 mg/kg).
This report is a revision and super edes our original laboratory report dated 4/26/00.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone [phone] -Toll Free Number: 1-800/529-6364 ? Fax: [phone]
ARCADIS
GERAGHTY & MILLER
SUBJECT: BY: DATE:
CHKD: DATE:
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AGM Form 30 3-99 C,
TITAN &efI6
Engineering, Surveying, Construction & Consulting
June 2, 2000
Paton - Zucchino
200 North West Street
Raleigh, NC 27603
>?,AJ 4 -rVU 5T
JVwQ ft4j- 00132
Attn: Mr. Larry Zucchino
Subj: Results of Sediment Metals TCLP Analysis
Gallant's Channel Development
Beaufort, North Carolina
Titan Project No. 20-9566
Dear Mr. Zucchino,
Titan Atlantic Group, Inc. contacted Prism Laboratories concerning a TCLP (leaching)
analysis of the sediment samples collected from the proposed Gallant's Channel
Development. The additional analysis was in response to a letter from the NCDENR
(Division of Water Quality) dated May 8, 2000. The function of the test is to model
potential stripping of metal ions from the soil particles. The revised results showing the
amounts of metals leachable from the soil sediments are attached. As indicated in the
results, metals leached from the soils during the TCLP extraction test were below the
reporting limits. These results indicate that the metal ions are affixed to the soil particles
and are unlikely to be transferred to water.
As we discussed, the laboratory personnel indicated that there is no TCLP leaching test
for oil and grease. As a result, no additional analysis for oil and grease were performed.
Please contact me if you have any additional questions.
Sincerely,
Titan Atlantic Group, Inc.
? c,-
Barney C. Hale, P.E
Chief Engineer
Registered, NC 11285
Cc: Mr. Pat Joyce
5240 GREEN'S DAIRY ROAD 9 RALEIGH, NORTH CAROLINA 27616 - [phone] - FAX [phone]
;/Report
Today's Date: May 17, 2000.
M.+
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
REVISED LABORATORY REPORT
Titan Atlantic Group, Inc. Client Project ID: Gallants Channel
Barney Hale MAY Client Sample ID: Gallants Channel
5240 Greens Dairy Rd. Prism Sample ID: AB62218, AB62219, AB62220
Raleigh, NC 27616 --Prism Login Group: 7753F3
The attached laboratory report is a revision and supersedes our original laboratory report dated
April 26, 2000 .
If you have questions, please call us.
Angela D. Overcash, V.P. Laboratory Services
Prepared by: Paula Gilleland
F:\common\revlab.xls
Created 3/16/00 Revised 3/30/00
449 Springbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] . Toll Free Number: 1-800/529-6364 - Fax: [phone]
i
" eport
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
*4. PRISM
L, LABORATORIES, INC.
Full Service Analytical & Environmental SOlulions
Page 1 of 12
Gallants Channel
GALLANTS CHAN
AB62218 'TITAK SS-?
7753F3
3/18/00 12:05
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL 12 mg/kg 1.0 6010 3/24/00 22:17 MSP
SELENIUM, TOTAL 2.2 mg/kg 2.0 6010 3/24/00 22:17 MSP
CADMIUM, TOTAL 1.8 mg/kg 1.0 6010 3/24100 22:17 MSP
CHROMIUM, TOTAL 39 mg/kg 1.0 6010 3/24/00 22:17 MSP
LEAD, TOTAL 35 mg/kg 1.0 6010 3/24/00 22:17 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:17 MSP
BARIUM, TOTAL 27 mg/kg 1.0 6010 3124/00 22:17 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:23 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:23 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:23 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 360 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 37 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 600 mg/kg 10 SW-846 #9071 4114/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ACENAPHTHYLENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BE NZO(A)ANTH RACE NE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
eport
PRISM
LABORATORIES, INC.
Full Service Analytical 8 Environmental Solutions
Page 2 of 12
5/17/00
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62218
Login Group: 7753F3
Raleigh, NC 27616 Sample Collection Date/Time: 3/18/00 12:05
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
PARAMETER RESULT UNITS LIMIT
BENZO(B)FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(A)PYRENE Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 890 SWB46-8270 4/11/00 16:00 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-CHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
CHRYSENE
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIBENZOFURAN Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
DI-N-BUTYLPHTHALATE 890 SW846-8270 4/11/0016:00 HWC
2-DICHLOROBENZENE
1 Not detected ug/kg
,
3-DICHLOROBENZENE
1 Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
,
4-DICHLOROBENZENE
1 Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
,
4-DICHLOROPHENOL
2 Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
,
DIETHYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-DIMETHYLPHENOL
2 Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
,
DIMETHYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-DINITROPHENOL
2 Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
,
4-DINITROTOLUENE
2 Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
,
6-DINITROTOLUENE
2 Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
,
DI-N-OCTYLPHTHALATE Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
FLUORANTHENE
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road , P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
Irt
PRISM
LABORATORIES, INC.
Full Service Analylical & Environmental SOlUhons
5/17/00 Page 3 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62218
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:05
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST

FLUORENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROBENZENE Not detected ug/kg 890, SW846-8270 4/11/00 16:00 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROCYCLOPENTADIENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROETHANE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ISOPHORONE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-METHYL-PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-METHYL-PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NITROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-NITROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-NITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PENTACHLOROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
PHENANTHRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kq 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] .Toll Free Number: 1-800/529-6364 - Fax: [phone]
eport
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
PRISM
t LABORATORIES, INC.
Full Service Analytical 8 Environmental Solutions
Page 4 of 12
Gallants Channel
GALLANTS CHAN
AB62218
7753F3
3/18/00 12:05
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT ' REFERENCE - STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =3700 mg/kg
/ TPH = 3000 mg/kg).
The difference is due to high moisture content and non-homogeneous characteristics of the sample.
This report is a revision and supersedes our original laboratory report dated 4/26/00.
Angela D. Overcas , V.P. Laboratory Services
e??
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Xeport
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, INC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
w PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
Page 5 of 12
Gallants Channel
GALLANTS CHAN
AB62219 T'TAAJ SS-Z
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT _ METHOD
REFERENCE DATEITIME
STARTED _
ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL 5.9 mg/kg 1.0 6010 3/24/00 22:23 MSP
SELENIUM, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:23 MSP
CADMIUM, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:23 MSP
CHROMIUM, TOTAL 20 mg/kg 1.0 6010 3/24/00 22:23 MSP
LEAD, TOTAL 13 mg/kg 1.0 6010 3/24/00 22:23 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:23 MSP
BARIUM, TOTAL 15 mg/kg 1.0 6010 3/24/00 22:23 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:18 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:18 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:18 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 220 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed t EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 45 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 250 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ACENAPHTHYLENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(A)ANTH RACE NE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 . Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
rt
PRISM
.? LABORATORIES, INC.
Full Service Analytical 8 Environmental Solutions
Page 6 of 12
5/17/00
Cu stomer Project ID: Gallants Channel
Titan Atlantic Group, Inc Customer Sample I D: GALLANTS CHAN
Attn: Barney Hale Prism Sample I D: AB62219
5240 Greens Dairy Rd. Loqin Group: 7753F3
Raleigh, NC 27616 Sample Collection Date/Time: 3/18/00 12:25
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
PARAMETER RESULT UNITS
BENZO(B)FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11100 16:49 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(A)PYRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 730 SW846-8270 4/11/0016:49 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-CHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/0016:49 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/0016:49 HWC
CHRYSENE
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DIBENZOFURAN Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-DICHLOROBENZENE
1 Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
,
3-DICHLOROBENZENE
1 Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
,
4-DICHLOROBENZENE
1 Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
,
4-DICHLOROPHENOL
2 Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
,
DIETHYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-DIMETHYLPHENOL
2 Not detected ug/kg. 730 SW846-8270 4/11/00 16:49 HWC
,
DIMETHYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-DINITROPHENOL
2 Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
,
4-DINITROTOLUENE
2 Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
,
6-DINITROTOLUENE
2 Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
,
DI-N-OCTYLPHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone: [phone] ? Toll Free Number: 1-800/529-6364 ? Fax: [phone]
aO rt
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
PRISM
y'. `y.• LABORATORIES, INC.
Page 7 of 12
Gallants Channel
GALLANTS CHAN
AB62219
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT ' REFERENCE STARTED ANALYST
FLUORENE
HEXACHLOROBENZENE
HEXACHLOROBUTADIENE
HEXACHLOROCYCLOPENTADI ENE
HEXACHLOROETHANE
INDENO(1,2,3-CD)PYRENE
ISOPHORONE
2-METHYL-4,6-DIN ITROPHENOL
2-METHYL NAPHTHALENE
2-METHYL-PHENOL
4-METHYL-PHENOL
NAPHTHALENE
NITROBENZENE
2-NITROPHENOL
4-NITROPHENOL
N-NITROSODIPHENYLAMI NE
N-NITROSODI-N-PROPYLAMINE
PENTACHLOROPHENOL
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
2,4,5-TRICHLOROPHENOL
2,4,6-TRICHLOROPHENOL
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730. SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11100 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11100 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
Not detected ug/kg 730 SW846-8270 4111/00 16:49 HWC
Not detected ug/kq 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
.eport
5/17/00
Titan Atlantic Group, Inc
Attn: Barney Hale
5240 Greens Dairy Rd.
Raleigh, NC 27616
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
LPRISM
Full Service Analytical & Environmental Solutions
Page 8 of 12
Gallants Channel
GALLANTS CHAN
AB62219 T'TA^/ SS-3
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ___ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =340 mg/kg
/ TPH = 150 mg/kg).
The difference is due to high moisture content and non-homogeneous characteristics of the sample.
This report is a revision and supersedes our original laboratory report dated 4/26/00.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 ? Fax: [phone]
j14eport
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 9 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Loqin Group: 7753173
Raleigh
NC 27616
, Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30 .
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED __ANALYST

TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:30 MSP
SELENIUM, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:30 MSP
CADMIUM, TOTAL Less than mg/kg 1.0 6010 3/24100 22:30 MSP
CHROMIUM, TOTAL 2.6 mg/kg 1.0 6010 3/24/00 22:30 MSP
LEAD, TOTAL 2.4 mg/kg 1.0 6010 3/24/00 22:30 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:30 MSP
BARIUM, TOTAL 1.7 mg/kg 1.0 6010 3/24/00 22:30 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 .6010 5/16/00 15:13 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:13 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:13 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:13 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30100 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL 8 GREASE, HYDROCARBONS 99 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 80 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 210 mg/kg 10 SW-846 #9071 4/14100 09:00 LAC
ACENAPHTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ACENAPHTHYLENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ANTHRACENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(A)ANTH RACE NE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
l
? ^eport
PRISM
y LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
Page 10 of 12
5/17/00
Customer Project ID: Gallants C
hannel
Titan Atlantic Group, Inc Customer Sample ID: GALLANTS CHAN
Attn: Barney Hale
Prism Sample
ID: AB62220
5240 Greens Dairy Rd. LOAIn Gro up: 7753F3
Raleigh, NC 27616 S ample Collection Date/Time: 3/18/00 13:00
Lab S ubmittal Date/Time: 3/21/00 10:30
h
lt ave been obtained for the indicated sample which was submitted to this laboratory:
s
The following analytical resu
TEST TEST REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
PARAMETER RESULT UNITS
BENZO(B)FLUORANTHENE Not detected u91k9 410 SW846-8270 4/11/00 17:38 HWC
HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
Not detected ug/kg 410 SW846-8270 4/11/00 17:38
BENZO(A)PYRENE 410 SW846-8270 4/11100 17:38 HWC
BENZO(GHI)PERYLENE Not detected ug/kg SW846-8270 4!11/0017:38 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 410
4/11/0017:38
HWC
BIS(2-CHLOROETHYL)ETHER Not detected u9/k9 410 SW846-8270 4/1110017:38 HWC
B IS(2-CHLOROI SOP ROPYL)ETHER Not detected ug/kg 410 SW846-8270 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38
8
HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg
410
SW846-8270
4/11/0017:3
HWC
BUTYL BENZYL PHTHALATE Not detected u9/k9 410 SW846-8270 4/11/00 17:38 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg
410
SW846-8270
4/1110017:38
HWC
2-CHLORONAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
Not detected ug/kg 410 SW846-8270 4/11/00 17:38
2-CHLOROPHENOL 410 SW846-8270 4/11/0017:38 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg
SW846-8270
4/11/00 17:38
HWC
CHRYSENE Not detected ug/kg 410
410 SW846-8270 4/11/00 17:38 HWC
DIBENZO(A,H)ANTHRACENE Not detected u9/k9 SW846-8270 4/11/00 17:38 HWC
DIBENZOFURAN Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 410
SW846-8270
4/11/00 17:38
HWC
2,4-DICHLOROPHENOL Not detected Ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIETHYL PHTHALATE Not detected ug/kg 410 SW846-8270 4111/00 17:38 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg 410 SW846-8270 4111/00 17:38 HWC
DIMETHYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4-DINITROPHENOL Not detected ug/kg 2050
SW846-8270
4/11/0017:38
HWC
2,4-DINITROTOLUENE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
2,6-DINITROTOLUENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
FLUORANTHENE Not detected ug/kg 410
9901
SC Certification No 2 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
NC Certification No. 402 - .
449 Sp ringbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]

,report PRISM
{ LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 11 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Raleigh, NC 27616 Loqin Group: 7753173
Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST
PARAMETER TEST
RESULT
UNITS REPORTING
LIMIT METHOD
REFERENCE DATE/TIME
STARTED
ANALYST
FLUORENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROCYCLOPENTADIENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROETHANE Not detected ug/kg 410 SW846-8270 4111/00 17:38 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ISOPHORONE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 2050 SW846-8270 4/11100 17:38 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11100 17:38 HWC
2-METHYL-PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-METHYL-PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NITROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-NITROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-NITROPHENOL Not detected ug/kg 2050 SW846-8270 4111/00 17:38 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PENTACHLOROPHENOL Not detected ug/kg 2050 SW846-8270 4/11/00 17:38 HWC
PHENANTHRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kg, 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone: [phone] ,Toll Free Number: 1-800/529-6364 ? Fax: [phone]
Report
°t r
r {a???4a ? ? { t
Ay
a
5/17/00
Titan Atlantic Group, Inc Customer.Pro ec ID. <3allan Chan
Attn: Barney Hale Customer Sample ID' GALLANTS C ?
5240 Greens Dairy Rd. Prism Sample ID `A662220
Raleigh, NC 27616 Login Group: 77WF3* ¢
Sample Collection DateTme: 3/18/00 13 00'
Lab Submittal DatelTlme, 3/21/00 , 10 30? t. s? t
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATElrIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =240 mg/kg
/ TPH = 74 mg/kg).
This report is a revision and super edes our original laboratory report dated 4/26/00.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
U
James B. Hunt, Jr., Governor NC ENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
November 17, 2000
DWQ Project # 001329
Carteret County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Charles King Trust
C/o Mike King
300 Copeland Road
Beaufort, NC 28516
Dear Mr. King:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 680
square feet of water and dredge 12,500 square feet of waters in Carteret County for constructing of building
and bulkhead near Gallants Channel as described in your application dated October 18, 2000. Insufficient
evidence is present in our files to conclude that your project must be built as planned in waters and/or
wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are
made as described below, we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your
project on administrative hold.
Please provide us the following information: a sediment analysis for the proposed dredging area for
metals and hydrocarbons to allow us to determine if water quality standards will be met.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and to the Ms. Joanne Steenhuis, Wilmington Regional Office at [phone]. If we do not hear
from you in three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn. I can be reached at 919-733-9646 if you have any questions.
cc: Wilmington DWQ Regional Office
Wilmington Field Office Corps of Engineers
Central Files
File Copy
Doug Huggett, DCM
Wetlands/401 Unit • 1621 Mail Service Center • Raleigh, North Carolina 27669-1621
Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
LN. West Street I Raleigh, North Carolina 27603 1 tel [phone] fax [phone]
March 28, 2001
Mr. John Dorney
NCDWQ
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Charles King Trust
DWQ Project #001329
Dear Mr. Dorney:
®0
JDAYISARCHITECTS
Please find attached a sediment analysis report date June 2, 2000 prepared for the
Gallant Channel Marina Basin in Carteret County. This data was used as the basis for
approval of a 401 Certification for dredging in the basin by The Gallant Group (DWQ
99-1446 and DWQ 00-0975). We are submitting this information for your review in
response to your November 17, 2000 request for additional information. We recently
received this letter from the NCDCM. We were not copied on the original
correspondence.
We trust that this data will be sufficient for you to make a positive determination on
issuing a 401 Certification for the dredging proposed by the King Trust. Given the
circumstance, we would greatly appreciate your immediate attention to this request
and ask that you contact me directly with any question or comments.
As always, we appreciate your assistance
Very Truly Yours,
Lawrence R. Zucchino, ASLA
JDavis Architects
Attachment
C: Doug Huggett, NCDCM
Lillette Moore, USACOE
Randy King, King Trust
Kingdwg.doc
?yil ?? ny

TITAN n!ey)6
Engineering, Surveying, Construction & Consulting
June 2, 2000
Paton - Zucchino
200 North West Street
Raleigh, NC 27603
Attn: Mr. Larry Zucchino
Subj: Results of Sediment Metals TCLP Analysis
Gallant's Channel Development
Beaufort, North Carolina
Titan Project No. 20-9566
Dear Mr. Zucchino,
Titan Atlantic Group, Inc. contacted Prism Laboratories concerning a TCLP (leaching)
analysis of the sediment samples collected from the proposed Gallant's Channel
Development. The additional analysis was in response to a letter from the NCDENR
(Division of Water Quality) dated May 8, 2000. The function of the test is to model
potential stripping of metal ions from the soil particles. The revised results showing the
amounts of metals leachable from the soil sediments are attached. As indicated in the
results, metals leached from the soils during the TCLP extraction test were below the
reporting limits. These results indicate that the metal ions are affixed to the soil particles
and are unlikely to be transferred to water.
As we discussed, the laboratory personnel indicated that there is no TCLP leaching test
for oil and grease. As a result, no additional analysis for oil and grease were performed.
Please contact me if you have any additional questions.
Sincerely,
Titan Atlantic Group, Inc.
90L? G'"
Barney C. Hale, RE
Chief Engineer
Registered, NC 11285
Cc: Mr. Pat Joyce
5240 GREEN'S DAIRY ROAD - RALEIGH, NORTH CAROLINA 27616 - [phone]- FAX [phone]
Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
Today's Date: May 17, 2000 REVISED LABORATORY REPORT
Titan Atlantic Group, Inc. Client Project ID: Gallants Channel
Barney Hale MAY I Client Sample ID: Gallants Channel
5240 Greens Dairy Rd. Prism Sample ID: AB62218, AB62219, AB62220
Raleigh, NC 27616 -'Prism Login Group: 7753F3
The attached laboratory report is a revision and supersedes our original laboratory report dated
April 26, 2000 .
If you have questions, please call us.
Angela D. Overcash, V.P. Laboratory Services
Prepared by: Paula Gilleland
F:\common\revlab.xls
Created 3/16/00 Revised 3/30/00
449 Springbrook Road - P.O. Box 240543 ? Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 1 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62218 7-177,4At SS-I
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:05
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted tc ihis laboratory:
TEST TEST REPORTING METHOD DATE/1'II0E
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/OC '16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/OC 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL 12 mg/kg 1.0 6010 3/24/00 22:17 MSP
SELENIUM, TOTAL 2.2 mg/kg 2.0 6010 3/24/00 22:17 MSP
CADMIUM, TOTAL 1.8 mg/kg 1.0 6010 3/24/00 22:17 MSP
CHROMIUM, TOTAL 39 mg/kg 1.0 6010 3/24/00 22:17 MSP
LEAD, TOTAL 35 mg/kg 1.0 6010 3/24/00 22:17 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:17 MSP
BARIUM, TOTAL 27 mg/kg 1.0 6010 3/24/01) 22:17 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/01) 15:23 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:23 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/01) 15:23 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:23 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16100 15:23 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:23 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 360 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 37 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 600 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 890 SW846-8270 4111/00 16:00 HWC
ACENAPHTHYLENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(A)ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road ? P.O. Box 240543 - Charlotte, NC 28224-0543
Phone [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc Customer Project ID:
Attn: Barney Hale Customer Sample ID:
5240 Greens Dairy Rd. Prism Sample ID:
Raleigh, NC 27616 Loqin Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 2 of 12
Gallants Channel
GALLANTS CHAN
AB62218
7753F3
3/18/00 12:05
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATEITIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
BENZO(B)FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(A)PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-CHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
CHRYSENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIBENZOFURAN Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/0016:00 HWC
2,4-DICHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIETHYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DIMETHYL PHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4-DINITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
2,4-DINITROTOLUENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,6-DINITROTOLUENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
FLUORANTHENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 -Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
., Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00
Titan Atlantic Group, Inc Customer Project ID:
Attn: Barney Hale Customer Sample ID:
5240 Greens Dairy Rd. Prism Sample ID:
Raleigh, NC 27616 Login Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 3 of 12
Gallants Channel
GALLANTS CHAN
AB62218
7753F3
3/18/00 12:05
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER__ RESULT UNITS _ LIMIT REFERENCE STARTED ANALYST
FLUORENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
HEXACHLOROCYCLOPENTADI ENE Not detected ug/kg 890 SW846-8270 4/11100 16:00 HWC
HEXACHLOROETHANE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
ISOPHORONE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-METHYL-PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-METHYL-PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NAPHTHALENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
NITROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2-NITROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
4-NITROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PENTACHLOROPHENOL Not detected ug/kg 4450 SW846-8270 4/11/00 16:00 HWC
PHENANTHRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
PYRENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kg 890 SW846-8270 4/11/00 16:00 HWC
INC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
444 Springbrook Road - RO. Box 240543 ? Charlotte, NC 28224-0543
Phone [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 4 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62218
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:05
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE _ STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =3700 mg/kg
/ TPH = 3000 mg/kg).
The difference is due to high moisture content and non-homogeneous characteristics of the sample.
This report is a revision and supersedes our original laboratory report dated 4/26/00.
Angela D. Overcas , V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone. [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
. Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 5 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62219 TITAN SS-Z.
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:25
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL 5.9 mg/kg 1.0 6010 3/24/00 22:23 MSP
SELENIUM, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:23 MSP
CADMIUM, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:23 MSP
CHROMIUM, TOTAL 20 mg/kg 1.0 6010 3/24/00 22:23 MSP
LEAD, TOTAL 13 mg/kg 1.0 6010 3/24/00 22:23 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:23 MSP
BARIUM, TOTAL 15 mg/kg 1.0 6010 3/24/00 22:23 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:18 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:18 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:18 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:18 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 220 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 45 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 250 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ACENAPHTHYLENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(A)ANTHRACE NE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
i-ull Service Analytical & Environmental Solutions
5/17/00 Page 6 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62219
Raleigh, NC 27616 Login Group: 7753F3
Sample Collection Date/Time: 3/18/00 12:25
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
BENZO(B)FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(A)PYRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 730 SW846-8270 4111/00 16:49 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-CHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
CHRYSENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DIBENZOFURAN Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4-DICHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DIETHYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg 730 SW846-8270 4/11100 16:49 HWC
DIMETHYL PHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4-DINITROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
2,4-DINITROTOLUENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,6-DINITROTOLUENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
FLUORANTHENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Spring brook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report PRISM
LABORATORIES, INC.
Full Service Analytical R Environmental Solutions
5/17/00
Titan Atlantic Group, Inc Customer Project ID:
Attn: Barney Hale Customer Sample ID:
5240 Greens Dairy Rd. Prism Sample ID:
Raleigh, NC 27616 Login Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
Page 7 of 12
Gallants Channel
GALLANTS CHAN
AB62219
7753F3
3/18/00 12:25
3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
FLUORENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROCYCLOPENTADIENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
HEXACHLOROETHANE Not detected ug/kg 730 SW846-8270 4111/00 16:49 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
ISOPHORONE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-METHYL-PHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-METHYL-PHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NAPHTHALENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NITROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2-NITROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
4-NITROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
PENTACHLOROPHENOL Not detected ug/kg 3650 SW846-8270 4/11/00 16:49 HWC
PHENANTHRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
PHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
PYRENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kg 730 SW846-8270 4/11/00 16:49 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 tihringbrook Road - Ro. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] Toll Free Number: 1-800/529-6364 ? Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical 8 Environmental Solutions
5/17/00 Page 8 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62219 Ti -rAN SS-3
Raleigh, NC 27616 Loqin Group: 7753173
Sample Collection Date/Time: 3/18/00 12:25
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =340 mg/kg
/ TPH = 150 mg/kg).
The difference is due to high moisture content and non-homogeneous characteristics of the sample.
This report is a revision and supersedes our original laboratory report dated 4/26/00.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Spring brook Road - V0. Box 240543. Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report PRISM
LABORATORIES, INC,
Full Servin) Analytical & Fnvnonmontul Solutions
5/17/00 Page 9 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED _ ANALYST
TCLP EXTRACTION (METALS ONLY) Completed 1311 5/15/00 16:00 PRF
METALS DIGESTION METHOD 3050 Completed 3050 3/23/00 10:30 PRF
PREP. METHOD 3550 Completed 3550 4/7/00 19:30 JMK
ARSENIC, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:30 MSP
SELENIUM, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:30 MSP
CADMIUM, TOTAL Less than mg/kg 1.0 6010 3/24/00 22:30 MSP
CHROMIUM, TOTAL 2.6 mg/kg 1.0 6010 3/24/00 22:30 MSP
LEAD, TOTAL 2.4 mg/kg 1.0 6010 3/24/00 22:30 MSP
SILVER, TOTAL Less than mg/kg 2.0 6010 3/24/00 22:30 MSP
BARIUM, TOTAL 1.7 mg/kg 1.0 6010 3/24/00 22:30 MSP
ARSENIC, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
SELENIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:13 MSP
CADMIUM, LEACHABLE Less than mg/L 0.10 6010 5/16/00 15:13 MSP
CHROMIUM, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
LEAD, LEACHABLE Less than mg/L 0.50 6010 5/16/00 15:13 MSP
SILVER, LEACHABLE Less than mg/L 0.50 6010 5116/00 15:13 MSP
BARIUM, LEACHABLE Less than mg/L 10.00 6010 5/16/00 15:13 MSP
MERCURY, TOTAL Less than mg/kg 0.02 7471 3/30/00 16:00 PRF
MERCURY DIGESTION Completed 7471 3/30/00 12:00 PRF
MERCURY, LEACHABLE Less than mg/L 0.02 7471 5/16/00 14:00 PRF
MERCURY DIGESTION Completed 7471 5/16/00 08:00 PRF
OIL & GREASE, HYDROCARBONS 99 mg/kg 10 9071/silica 4/14/00 09:00 LAC
METALS DIGESTION Completed EPA 3010 5/16/00 11:00 PRF
CALCULATIONS BASED ON DRY WT. 80 % DRY WT. 0.01 SM 2540 G 3/24/00 10:35 JMV
SW846 - 9071 TPH OIL AND GREASE 210 mg/kg 10 SW-846 #9071 4/14/00 09:00 LAC
ACENAPHTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ACENAPHTHYLENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ANTHRACENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(A)ANTHRACE NE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: 7114/5,29-6364 -Toll Free Number: 1-800/529-6364. Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Rill Service Analytical & Environmental Solutions
5/17/00 Page 10 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
BENZO(B)FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(K)FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(A)PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BENZO(GHI)PERYLENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-CHLOROETHOXY)METHANE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-CHLOROETHYL)ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-CHLOROISOPROPYL)ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BIS(2-ETHYLHEXYL)PHTHALATE Not detected ug/kg 410 SW846-8270 4/11100 17:38 HWC
4-BROMOPHENYL PHENYL ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
BUTYL BENZYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-CHLORO-3-METHYLPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-CHLORONAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-CHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-CHLOROPHENYL PHENYL ETHER Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
CHRYSENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIBENZO(A,H)ANTHRACENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIBENZOFURAN Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DI-N-BUTYLPHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,2-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,3-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,4-DICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4-DICHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIETHYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4-DIMETHYLPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DIMETHYL PHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4-DINITROPHENOL Not detected ug/kg 2050 SW846-8270 4/11/00 17:38 HWC
2,4-DINITROTOLUENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,6-DINITROTOLUENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
DI-N-OCTYLPHTHALATE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
FLUORANTHENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - Ro. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - loll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental Solutions
5/17/00 Page 11 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
FLUORENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROBENZENE Not detected Ll 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROBUTADIENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROCYCLOPENTADI ENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
HEXACHLOROETHANE Not detected ug/kg 410 SW846-8270 4/11100 17:38 HWC
INDENO(1,2,3-CD)PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
ISOPHORONE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-METHYL-4,6-DINITROPHENOL Not detected ug/kg 2050 SW846-8270 4/11/00 17:38 HWC
2-METHYL NAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-METHYL-PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-METHYL-PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NAPHTHALENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NITROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2-NITROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
4-NITROPHENOL Not detected ug/kg 2050 SW846-8270 4/11/00 17:38 HWC
N-NITROSODIPHENYLAMINE Not detected ug/kg 410 SW846-8270 4/11/0017:38 HWC
N-NITROSODI-N-PROPYLAMINE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PENTACHLOROPHENOL Not detected ug/kg 2050 SW846-8270 4/11/00 17:38 HWC
PHENANTHRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
PYRENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
1,2,4-TRICHLOROBENZENE Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4,5-TRICHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
2,4,6-TRICHLOROPHENOL Not detected ug/kg 410 SW846-8270 4/11/00 17:38 HWC
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] -Toll Free Number: 1-800/529-6364 - Fax: [phone]
Lab Report
PRISM
LABORATORIES, INC.
Full Service Analytical & Environmental SOIuUOnS
5/17/00 Page 12 of 12
Titan Atlantic Group, Inc Customer Project ID: Gallants Channel
Attn: Barney Hale Customer Sample ID: GALLANTS CHAN
5240 Greens Dairy Rd. Prism Sample ID: AB62220
Raleigh, NC 27616 Loqin Group: 7753F3
Sample Collection Date/Time: 3/18/00 13:00
Lab Submittal Date/Time: 3/21/00 10:30
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory:
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
Sample Comments:
Method 8270 analyzed beyond EPA recommended holding time.
This sample was analyzed in duplicate on 4/14/00 (duplicate result: 9071 =240 mg/kg
/ TPH = 74 mg/kg).
This report is a revision and super edes our original laboratory report dated 4/26/00.
Angela D. Overcash, V.P. Laboratory Services
NC Certification No. 402 - SC Certification No. 99012 - NC Drinkinq Water Cert. No. 37735 - FL Certification No. E87519
449 Springbrook Road - P.O. Box 240543. Charlotte, NC 28224-0543
Phone: [phone] Noll Free Number: 1-800/529-6364 - Fax: [phone]

001329
October 16, 2000
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
?N! ry-?Br ESL;. taa'i' PP
Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Charles King Trust c/o Mike King
Carteret County, in the Town of Beaufort, at the end of Broad Street,
adjacent Gallants Channel on the Newport River.
Proposed Project: Proposes to construct a two building, four-unit townhome complex
with five slips. Included in the proposal are dredging the adjacent basin
and stabilizing the shoreline with a vertical bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by November 6, 2000 . If you have any questions regarding the proposed project,
please contact M. Ted Tyndall at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
re incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SI
DATE 1 /? y
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WO Supervisor: Rick Shiver
Date: 181212000
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Charles King Trust c/o Mike King
Project Number 00 1329
Recvd From DCM
Received Date 10/18/00
Recvd By Region
Project Type townhouses and bulkhead
County Carteret
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
C7 F Waters O YO N 21-(17) S? HQW 30,503. ?-
??- O Y O " ?F?F-fir- F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O IssueO Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This office is concerned about the sediments within the basin that will be dredged- We would like to
see a sediment analysis of these sediments. If the sediment analysis show that all toxics are below
state standards this office would have no objections to the project. The site has had a lot of junk
damped on it in the past and this office is particularly, concerned with the basin periphery since that is
where things would most likely settle out and be dumped,
cc: Regional Office
Central Office Page Number 1
Facility Name Charles King Trust c/o Mike King County Carteret
Project Number 00 1329
Comments (continued from page 1):
Date:
J. Steenhuis
10/30/2000
Regional Contact:
cc: Regional Office
Central Office Page Number 2

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Charles King Trust c/o Mike King
2. LOCATION OF PROJECT SITE: Carteret County, in the Town of Beaufort, at the end of Broad
Street, adjacent Gallants Channel on the Newport River
Photo Index - 1995: 41-508 (indexed by I,J-17) 1989: 3 154 18 (indexed by F,G-18,19)
State Plane Coordinates - X: 2,700,850 Y: 362,300
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Aug 22, 2000
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - August 21, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, CS, CW
(C) Water Dependent: Docks, dredging, bulkhead -
(D) Intended Use: private
Yes; townhome complex - No
(E) Wastewater Treatment: Existing - Town of Beaufort
Planned - Town of Beaufort
(F) Type of Structures: Existing - Gravel parking
Planned - Docks, bulkhead, townhomes
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OT14F.R
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands bulkhead fill usurpation of
PT & EW of Gallants Channel Basin 12,500 ft2 680 ft2 4,490 ft2
(C) Other Onsite grading Offsite spoil basin
High Ground 23,400 ft2 23,800 ft2
(D) Total Area Disturbed: 64,870 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicants propose to construct a two-building, four-unit townhome
complex with five slips. Included in the proposal are dredging the adjacent basin and stabilizing the
shoreline with a vertical bulkhead.
FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #/2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicants own 1.38 acres at the end of Broad Street, immediately south of the U.S.
70 bridge crossing Gallants Channel and the Newport River, in the Town of Beaufort, Carteret
County, North Carolina. The tract is at the head of a basin that measures approximately 130'
wide by 500' in length and is located immediately adjacent to Gallants Channel. A concrete
building and gravel parking were previously on the site but have since been removed. The site
has subsequently been used as a dredge spoil disposal area. The applicant has an existing
CAMA Minor Permit to re-gravel the previous parking lot and footprint of the old concrete
building. The shoreline at the head of the basin is stabilized with miscellaneous rock and
concrete. There are several pockets of marsh immediately in front of the rip rap with
extensive marsh vegetated with S a? rtina alterniflora along the north side of the basin and to the
north and north east of the of the site. A spit of sand extends out in the basin near the mouth.
The waters in the basin average -2' below MLW. The waters in the basin as well as in
Gallants Channel are classified as SA and are closed to shellfishing.
The Town of Beaufort via the end of Broad Street is the adjacent property owner to the
east while a private residence is adjacent to the east and NCDOT right of way is located to the
north. The Gallant Group has been authorized to develop a condo complex on the tract to the
south of the basin adjacent to the Town of Beaufort property. Although there is some question
regarding whether the project is within the boundaries of the Beaufort Historic District, it is
located within the National Register listed historic district.
Project Description
The applicants propose to construct 2 two-unit residential building complex with five
associated boats slips and associated dredging and shoreline stabilization. The two townhome
buildings would measure 60' X 60' each with a high ground area measuring approximately
130' X 180' being filled and graded. An asphalt parking area would be installed along the east
side of the townhomes. Wooden walkways would lead from the townhomes to the boat slips.
Four of the slips would be 17.5' wide and 50' in length with the fifth slip measuring 17.5'
wide and 35' in length. A 6' wide by 95' access floating dock would run much of the width of
the property. Three 4' X 24' finger piers would provide access to the slips. Boatlifts would
be installed in the five slips. A vertical concrete bulkhead is proposed landward of all marsh
for a total of 185' (although the application states 340') along a 2' average distance waterward
of MHW. The basin excavation would involve an area measuring approximately 100' X 125'
(this includes approximately 720 ft' of area that lies within the Town of Beaufort riparian
area). The basin is proposed to be hydraulically dredged to a depth of -9' below MLW. The
material would be deposited on the Gallant Group property (no letter of permission was
included). The disposal area would measure 140' X 170'. If the Gallant property is
unavailable, the spoil would be place onsite in an area measuring 75' X 125'.
FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #3
---------------------------
Anticipated Impacts
The townhomes construction and associated parking would result in the site being
approximately 32% impervious including 1,182 ft2 of walks, roads, and parking and 5,095 ft2
of townhome roof tops. The existing or permitted impervious coverage is approximately 34%
as a result of the historic use of the site. Approximately' 23,400 ft2 would be filled since the
site would be raised to a FFE of 8.0'. It does appear that the corners of both buildings
encroach slightly into the 30' buffer area. The proposed dredging would result in the
deepening of approximately 12,500 ft2 of shallow estuarine waters. Approximately 3,500 yds3
of silt/sand material would be removed from the basin. With proper dredging techniques and
sufficient monitoring support on high ground, there should be negligible increases in turbidity
and little direct dredging effects on aquatic organisms. However, the loss of shallow water
habitat is obvious. It should be noted that the dredging of the basin is at or adjacent to an old
industrial site and there may be the release of pollutants such as oils, etc.
The bulkhead would result in the loss of another 680 ft2 of estuarine water as a result of
the 2' waterward of MHW alignment. Installation of the concrete tie backs would result in the
filling/disturbance of an area some 20' landward of the alignment.
The docks, finger piers and 5 slips as designed would usurp approximately 4,490 ft2 of
Public Trust Areas. In addition, the docks and finger piers would shade approximately 936 ft2
of that amount. As proposed, it does not appear that there would be any impact to navigation.
Similarly, the docks/slips do not encroach within the 15' riparian setback adjacent to the Town
of Beaufort property.
M. Ted Tyndall - Morehead City office - October 16, 2000
Abe completed by all applicants) k 1 j
11E A
1. APPLICANT
b. City, town, community or landmark
Beaufort
c. Street address or secondary road number
a. Name Charles King Trust c/o Mike King
Broad Street
Address 300 Copeland Rd.
City Beaufort State NC
Zip 28516 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Lawrence R. Zucchino, ASLA
Address Paton -Zucchino & Associates, P.A.
200 North West Street
City Raleigh State NC
Zip 27603 Day Phone [phone]
Fax [phone]
c. Project name (if any) King Townhomes
NOTE.- Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
d. Is proposed work within city limits of planning
jurisdiction? X Yes No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Gallants Channel
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you proposed, e.g.,
building a home, motel, marina, bulkhead, pier, and
excavation and/c, filling activities.
Redevelopment f existing industrial site for
townhomes, bulkhead, parking ). iat slips
b. Is the proposed activity maintenance of an existing
project, new work, or both? New/Redevelopment
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. Site construction for buildings, parking,
roadways, utilities and boat docks.
a. County Carteret
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1.38 Acres
b. Size of individual lot(s) N/A
C. Approximate elevation of tract above MHW or NWL _
6 - 8 Feet MSL
d
Soil type(s) and texture(s) of
Dredge spoil - mixed sand/shell
e. Vegetation on tract Maritime Shrub
f. Man-made features now on tract Parking areas and
docks

m. Describe existiig wastewater treatment facilities.
Town of Beaufort municipal sewer
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Stormwater run-
off through Town storm sewer system
o. Describe existing drinking water supply source.
Town of Beaufort municipal water supply
g. What is the CAMA Land Use Plan land 5. ADDITIONAL INFORMATION
classifications of the site? (Consult the local land use plan.)
Conservation Transitional
X _ Developed Community
Rural Other
h. How is the tract zoned by local government?
B-3 Commercial
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach =oning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
Are there wetlands on site? X Yes _
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
No
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said properties, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8-1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding the 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
Revised 03/95
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
A list of 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. Upon signing this form,
the applicant further certifies that such notice has
been provided.
Name Gallant Group
Address c/o Pat Joyce/L.A. Downey & Son
P.O Box 190 Newport, NC 28570
Phone [phone]
Name Mr. Aaron Everett
NCDOT District Engineer
NC Division of Highways
Address 209 S. Glenburnie Road
New Bern, North Carolina 28560
Name Mr. Tom Owens
Address 111 Broad Street
Beaufort, North Carolina 28516
Name Town of Beaufort
Address 215 Pollock Street
Beaufort. North Carolina 28516
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
Minor CAMA #37-99
• A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 112A -1 to
10) If the project involves the expenditure of public
i
funds or use of public'lanZK-'d a
t}CYisa`stafemeni
documenting compliance- with 4he:Nbrfli Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the a day of _Jvn1 e , 2000.
Print Name RadKin
Signature J&-? (-,,L
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE: Please sign and date each
attachment in the space provided at the
bottom of each form.
Revised 03/95
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Pennit, Form DCM-Mp-1. Be sure to complete all other h.
section of the Joint Application that relate to the proposed
project.
a. Type and number of buildings, facilities, unit or
structures proposed 2 Residential Buildings with 5
marina slips
b. Number of lots or parcels (1) Parcel
c. Density (give the number of residential units and the
units per acre) 4 units (a, 3.0 U/AC
d. Size of area to be grades, filled or disturbed including
roads, ditches, etc. 0.65 Acres
e. If the proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes X No (None Required
BMP Employed)
If yes, date submitted

Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No None required BMP Employed
If yes, date submitted
i. Describe proposed method of sewage disposal.
Municipal
j. Have the facilities described in Item i. Above received
state and local approval? Pendine
(Attach appropriate documentation)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Stormwater discharge by collection system
connected to Town street storm sewerage svstem
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc,)
Municipal water service
f. List the materials (such as marl, paver stone, asphalt, m. Will water be impounded? Yes _X_ No
or concrete) to be used for paved surfaces. Roof top, If yes, how many acres?
concrete sidewalks and asphalt parking areas and drives
g. Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 32% Proposed
34% Existing
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
Charles Kin Trust Townhomes
App tc t or Project Name
Signature
6 27 oo
Dat
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all other
sections of the Joint Application, which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) - Commercial _ Community X Private
(2) Number 1
(3) Length 95 Feet
(4) Width 6 Feet
(5) Finger Piers X Yes No
(i) Number 3
(ii) Length 24 Feet
(iii) Width 4 Feet
(6) Platforms(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 5
(8) Proximity of structure to adjacent riparian
property lines 15' off Riparian Property line
(9) Width of water body Varies 110' to 175'
(10) Water depth at waterward end of pier at MLW
or MWL Proposed - 9 MSL
Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance form MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Mooring buoys N/A
(1) _Commercial - Community
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
Private
(4) Width of water body
(5) Distance buoys(s) to be placed beyond shoreline
Mooring structure (boatlift, mooring pilings, etc.)
(1) w Commercial _ Community X Private
(2) Number 5 Slips/ 14 Piles
(3) Length 35'- 50' Slips/24 Foot Piles
(4) Width 17.5' Slips/ 12"Piles
5 Boatlifts
g. Other (Give complete description)
harles Kin Trust
App t cjpcJName
Signatur ((r
tr o
60? -7
Date
Revised 03/95
i
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width T)?nfh Tl-th
Access
Channel
(MLW) or (NLW)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other
(Excluding
Shoreline
Stabilization)

100' 125' -2 MLW -9' MLW
N/A
N/A
N/A
N/A

1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic Yards
3,500 CY
b. Type of material to be excavated Silt/Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other
wetlands Yes X No
d. High ground excavation in cubic yards 0 .
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Adiacent property
if timine allows. If not disposal will be on-
site
b. Dimensions of disposal area 140'x 170'
offsite/ 75' x 125' on-site
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
Revised 03/95
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
_ Yes X No
f. Does the disposal include any area in the
water? Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead _ _ Riprap
b. Length 340' Feet
c. Average distance waterward of MHW or
NWL 2 feet
d. Maximum distance waterward of MHW or
NWL 5 feet
d. Shoreline erosion during preceding 12
months
(Source of ir+formation) None noted
f. Type of bulkhead or riprap material
Concrete sheet pile
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfill 0
h, Type of fill material clean sand
i. Source of fill material on-site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be' brought to site?
X Yes No

If yes, -- -- -- - - '
(1) Amount of material t6 bb .placed-in
the water None
(2) Dimensions of fill area
130' x 180'
(3) Purpose of fill
Raise building site
b. Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5-GENERAL
a. How will excavated or fill material be kept
on site and erosion controlled? See
erosion control plan
c. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Backhoe, dragline,
and hydraulic dredgre
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts.
Charles King Trust
Appl' t or Project Name
klo'k
Signature
&/z3/w
Date
,
?V?Fp tt ,
October 16, 2000
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
V?c L10
Vr.T"
Mr. Kerr T. Stevens, Director
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
-96 13Z r
RECEIVED
OCT 19 2000
li'A CE_FZ CMUnLi ? Y SECTION
11-Jischarge pormittinrt
CAMA/DREDGE & FILL Permit Application Review
Charles King Trust c/o Mike King
Carteret County, in the Town of Beaufort, at the end of Broad Street,
adjacent Gallants Channel on the Newport River.
Proposed Project: Proposes to construct a two building, four-unit townhome complex
with five slips. Included in the proposal are dredging the adjacent basin
and stabilizing the shoreline with a vertical bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by November 6, 2000 . If you have any questions regarding the proposed project,
please contact M. Ted Tyndall at [phone]. When appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Charles King Trust c/o Mike King
2. LOCATION OF PROJECT SITE: Carteret County, in the Town of Beaufort, at the end of Broad
Street, adjacent Gallants Channel on the Newport River
Photo Index - 1995: 41-508 (indexed by I,J-17) 1989: 3 154 18 (indexed by F,G-18,19)
State Plane Coordinates - X: 2,700,850 Y: 362,300
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Aug 22, 2000
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - August 21, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, CS, CW
(C) Water Dependent: Docks, dredging, bulkhead - Yes; townhome complex - No
(D) Intended Use: private
(E) Wastewater Treatment: Existing - Town of Beaufort
Planned - Town of Beaufort
(F) Type of Structures: Existing - Gravel parking
Planned - Docks, bulkhead, townhomes
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands bulkhead fill usurpation of
PT & EW of Gallants Channel Basin 12,500 ft2 680 ft2 4,490 ft2
(C) Other Onsite grading Offsite spoil basin
High Ground 23,400 ft2 23,800 ft2
(D) Total Area Disturbed: 64,870 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicants propose to construct a two-building, four-unit townhome
complex with five slips. Included in the proposal are dredging the adjacent basin and stabilizing the
shoreline with a vertical bulkhead.
FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicants own 1.38 acres at the end of Broad Street, immediately south of the U.S.
70 bridge crossing Gallants Channel and the Newport River, in the Town of Beaufort, Carteret
County, North Carolina. The tract is at the head of a basin that measures approximately 130'
wide by 500' in length and is located immediately adjacent to Gallants Channel. A concrete
building and gravel parking were previously on the site but have since been removed. The site
has subsequently been used as a dredge spoil disposal area. The applicant has an existing
CAMA Minor Permit to re-gravel the previous parking lot and footprint of the old concrete
building. The shoreline at the head of the basin is stabilized with miscellaneous rock and
concrete. There are several pockets of marsh immediately in front of the rip rap with
extensive marsh vegetated with S a? rtina alterniflora along the north side of the basin and to the
north and north east of the of the site. A spit of sand extends out in the basin near the mouth.
The waters in the basin average -2' below MLW. The waters in the basin as well as in
Gallants Channel are classified as SA and are closed to shellfishing.
The Town of Beaufort via the end of Broad Street is the adjacent property owner to the
east while a private residence is adjacent to the east and NCDOT right of way is located to the
north. The Gallant Group has been authorized to develop a condo complex on the tract to the
south of the basin adjacent to the Town of Beaufort property. Although there is some question
regarding whether the project is within the boundaries of the Beaufort Historic District, it is
located within the National Register listed historic district.
Project Description
The applicants propose to construct 2 two-unit residential building complex with five
associated boats slips and associated dredging and shoreline stabilization. The two townhome
buildings would measure 60' X 60' each with a high ground area measuring approximately
130' X 180' being filled and graded. An asphalt parking area would be installed along the east
side of the townhomes. Wooden walkways would lead from the townhomes to the boat slips.
Four of the slips would be 17.5' wide and 50' in length with the fifth slip measuring 17.5'
wide and 35' in length. A 6' wide by 95' access floating dock would run much of the width of
the property. Three 4' X 24' finger piers would provide access to the slips. Boatlifts would
be installed in the five slips. A vertical concrete bulkhead is proposed landward of all marsh
for a total of 185' (although the application states 340') along a 2' average distance waterward
of MHW. The basin excavation would involve an area measuring approximately 100' X 125'
(this includes approximately 720 ft2 of area that lies within the Town of Beaufort riparian
area). The basin is proposed to be hydraulically dredged to a depth of -9' below MLW. The
material would be deposited on the Gallant Group property (no letter of permission was
included). The disposal area would measure 140' X 170'. If the Gallant property is
unavailable, the spoil would be place onsite in an area measuring 75' X 125'.
FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #3
Anticipated Impacts
The townhomes construction and associated parking would result in the site being
approximately 32% impervious including 1,182 ftz of walks, roads, and parking and 5,095 ft2
of townhome roof tops. The existing or permitted impervious coverage is approximately 34%
as a result of the historic use of the site. Approximately 23,400 ft2 would be filled since the
site would be raised to a FFE of 8.0'. It does appear that the corners of both buildings
encroach slightly into the 30' buffer area. The proposed dredging would result in the
deepening of approximately 12,500 ftz of shallow estuarine waters. Approximately 3,500 yds3
of silt/sand material would be removed from the basin. With proper dredging techniques and
sufficient monitoring support on high ground, there should be negligible increases in turbidity
and little direct dredging effects on aquatic organisms. However, the loss of shallow water
habitat is obvious. It should be noted that the dredging of the basin is at or adjacent to an old
industrial site and there may be the release of pollutants such as oils, etc.
The bulkhead would result in the loss of another 680 ft2 of estuarine water as a result of
the 2' waterward of MHW alignment. Installation of the concrete tie backs would result in the
filling/disturbance of an area some 20' landward of the alignment.
The docks, finger piers and 5 slips as designed would usurp approximately 4,490 ft2 of
Public Trust Areas. In addition, the docks and finger piers would shade approximately 936 ft2
of that amount. As proposed, it does not appear that there would be any impact to navigation.
Similarly, the docks/slips do not encroach within the 15' riparian setback adjacent to the Town
of Beaufort property.
M. Ted Tyndall - Morehead City office - October 16, 2000
Abe completed by all applicants)
RECEIVED
OCT
TI f - br-
P%Ion-Discharge Permitting
1. APPLICANT
b. City, town, community or landmark
Beaufort
a. Name Charles King Trust c/o Mike Kinc
Address 300 Copeland Rd.
City Beaufort State NC
Zip 28516 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Lawrence R. Zucchino, ASLA
Address Paton-Zucchino & Associates, P.A.
200 North West Street
City Raleigh State NC
c. Street address or secondary road number
Broad Street
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Gallants Channel
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you proposed, e.g.,
building a home, inotel, marina, bulkhead, pier, and
excavation and/o Filling activities.
Redevelopment f existing industrial Jte for
townhomes, bulkhead, parkin p_ and t). at slips
Zip 27603 Day Phone [phone]
Fax [phone]
b. Is the proposed activity maintenance of an existing
project, new work, or both? New/Redevelopment
c. Project name (if any) King Townhomes
NOTE: Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. Site construction for buildings, parking,
roadways, utilities and boat docks.
a. County Carteret
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
Town of Beaufort municipal sewer
a. Size of entire tract 1.38 Acres n. Describe location and type of discharges to waters of
b. Size of individual lot(s) N/A the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
c. Approximate elevation of tract above MHW or NWL _ down" and residential discharges.) Stormwater run-
6 - 8 Feet MSL off through Town storm sewer system
d. Soil type(s) and texture(s) of
Dredge spoil - mixed sand/shell
e. Vegetation on tract Maritime Shrub
f Man-made features now on tract Parking areas and
docks
o. Describe existing drinking water supply source.
Town of Beaufort municipal water supply
g. What is the CAMA Land Use Plan land 5. ADDITIONAL INFORMATION
classifications of the site? (Consult the local land use plan.)
Conservation Transitional
X _ Developed Community
Rural Other
h. How is the tract zoned by local government?
B-3 Commercial
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
1. Are there wetlands on site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said properties, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8-1/2" by 1 I" white paper. (Refer to
Coastal Resources Commission Rule 7J.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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding the 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
Revised 03/95
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
A Stormwater Certification, if one is necessary.
A list of 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. Upon signing this form,
the applicant further certifies that such notice has
been provided.
Name Gallant Group
Address c/o Pat Joyce/L.A. Downey & Son
P.O Box 190 Newport, NC 28570
Phone [phone]
Name Mr. Aaron Everett
NCDOT District Engineer
NC Division of Highways
Address 209 S. Glenburnie Road
New Bern, North Carolina 28560
Name Mr. Tom Owens
Address 11 l Broad Street
Beaufort, North Carolina 28516
Name Town of Beaufort
Address 215 Pollock Street
Beaufort, North Carolina 28516
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
Minor CAMA #37-99
• A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 112A -1 to
10) If the project involves the expenditure of public

I i r..
lII . _?....« ?. «. ?i._
_ .
funds or use of public `landg;'af c? h?a`.?ialemeni
documenting compliance-with tie Norfli«Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 2..,? day of _J"vAj ' . 2000.
Print Name Rand` Kin
Signature _P&?-t Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
- DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each
attachment in the spa ce provided at the
bottom of each form.
Revised 03/95
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Pen-nit, Form DCM-Mp-1. Be sure to complete all other h
section of the Joint Application that relate to the proposed
project.
a. Type and number of buildings, facilities, unit or
structures proposed 2 Residential Buildings with 5
marina slips
b. Number of lots or parcels (1) Parcel
c. Density (give the number of residential units and the
units per acre) 4 units (a, 3.0 U/AC
d. Size of area to be grades, filled or disturbed including
roads, ditches, etc. 0.65 Acres
e. If the proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes X No (None Required
BMP Employed)
If yes, date submitted

Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No None required BMP Employed
If yes, date submitted
i. Describe proposed method of sewage disposal.
Municipal
j. Have the facilities described in Item i. Above received
state and local approval? Pending
(Attach appropriate documentation)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down' and residential discharges).
Stonnwater discharge by collection system
connected to Town street storm sewerage svstem
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc.)
Municipal water service
f. List the materials (such as marl, paver stone, asphalt, in. Will water be impounded? Yes _X_ No
or concrete) to be used for paved surfaces. Roof top, If yes, how many acres?
concrete sidewalks and asphalt parking areas and drives
g. Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 32% Proposed
34% Existing
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
Charles in Trust Townhomes
Apric t or Project Name
61-2,
Dat
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application, which relate to this
proposed project.
a.
(8)
Dock(s) and/or Pier(s)
(1) _ Commercial _ Community X Private
(2) Number 1
(3) Length 95 Feet
(4) Width 6 Feet
(5) Finger Piers X Yes No
(i) Number 3
(ii) Length 24 Feet
(iii) Width 4 Feet
(6) Platforms(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 5
Proximity of structure to adjacent riparian
property lines 15' off Riparian Property line
(9) Width of water body Varies 110' to 175'
(10) Water depth at waterward end of pier at MLW
or MWL Proposed - 9 MSL
b• Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance form MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Mooring buoys N/A
(1) _ Commercial _ Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoys(s) to be placed beyond shoreline
Mooring structure (boatlift, mooring pilings, etc.)
(1) _Commercial _ Community X Private
(2) Number 5 Slips/ 14 Piles
(3) Length 35'- 50' Slips/24 Foot Piles
(4) Width 17.5' Slips/ 12"Piles
5 Boatlifts
g. Other (Give complete description)
/iSharles Kin Trust
App t t ojpctName
LA-,
Signatur5 r
f?l Z'7 ? tr o
Date
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width T).-nth n-ft'
Access
Channel
(MLW) or (NLW)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other
(Excluding
Shoreline
Stabilization)

100' 125' -2 MLW -9' MLW
N/A
N/A
N/A
N/A

1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic Yards
3,500 CY
b. Type of material to be excavated Silt/Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other
wetlands - Yes X No
d. High ground excavation in cubic yards 0 .
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Adiacent property
if timing allows. If not disposal will be on-
site
b. Dimensions of disposal area 140'x 170'
offsite/ 75' x 125' on-site
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
Revised 03/95
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the
water? Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 340' Feet
c. Average distance waterward of MHW or
NWL 2 feet
d. Maximum distance waterward of MHW or
NWL 5 feet
d. Shoreline erosion during preceding 12
months
(Source of information) None noted
f. Type of bulkhead or riprap material
Concrete sheet Rile
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfill 0
h. Type of fill material clean sand
i. Source of fill material on-site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be'brought to site?
X Yes , No
If es
(1) Amount of material to be placed in
the water None
(2) Dimensions of fill area
130' x 180'
(3) Purpose of fill
Raise building site
b. Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept
on site and erosion controlled? See
erosion control plan
c. What type of construction equipment will bi
used (for example, dragline, backhoe, or
hydraulic dredge)? Backhoe, dragline
and hydraulic dredge
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X N
If yes, explain steps that will be taken to
lessen environmental impacts.
Charles King Trust
Appli t or Project Name
- klo?k (":,
Signature
(Pa3/w
Date
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Charles King Trust c/o Mike King r)
?. t ? 'J2. LOCATION OF PROJECT SITE: Carteret County, in the Town of Beaufort, at the end,.of Broad
Street, adjacent Gallants Channel on the Newport River
Photo Index - 1995: 41-508 (indexed by I,J-17) 1989: 3 154 18 (indexed by F,G-18,19)
State Plane Coordinates - X: 2,700,850 Y: 362,300
3., INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Aug 22, 2000
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - August 21, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, CS, CW
(C) Water Dependent: Docks, dredging, bulkhead - Yes; townhome complex - No
(D) Intended Use: private
(E) Wastewater Treatment: Existing - Town of Beaufort
Planned - Town of Beaufort
(F) Type of Structures: Existing - Gravel parking
Planned - Docks, bulkhead, townhomes
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands bulkhead fill usurpation of
PT & EW of Gallants Channel Basin 12,500 ftz 680 ftz 4,490 ftZ
(C) Other Onsite grading Offsite spoil basin
High Ground 23,400 ftz 23,800 ftZ
(D) Total Area Disturbed: 64,870 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicants propose to construct a two-building, four-unit townhome
complex with five slips. Included in the proposal are dredging the adjacent basin and stabilizing the
shoreline with a vertical bulkhead.
FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicants own 1.38 acres at the end of Broad Street, immediately south of the U.S.
70 bridge crossing Gallants Channel and the Newport River, in the Town of Beaufort, Carteret
County, North Carolina. The tract is at the head of a basin that measures approximately 130'
wide by 500' in length and is located immediately adjacent to Gallants Channel. A concrete
building and gravel parking were previously on the site but have since been removed. The site
has subsequently been used as a dredge spoil disposal area. The applicant has an existing
CAMA Minor Permit to re-gravel the previous parking lot and footprint of the old concrete
building. The shoreline at the head of the basin is stabilized with miscellaneous rock and
concrete. There are several pockets of marsh immediately in front of the rip rap with
extensive marsh vegetated with SSpartina alterniflora along the north side of the basin and to the
north and north east of the of the site. A spit of sand extends, out in the basin near the mouth.
The waters in the basin average -2' below MLW. The waters in the basin as well as in
Gallants Channel are classified as SA and are closed to shellfishing.
The Town of Beaufort via the end of Broad Street is the adjacent property owner to the
east while a private residence is adjacent to the east and NCDOT right of way is located to the
north. The Gallant Group has been authorized to develop a condo complex on the tract to the
south of the basin adjacent to the Town of Beaufort property. Although there is some question
regarding whether the project is within the boundaries of the Beaufort Historic District, it is
located within the National Register listed historic district.
Project Description
The applicants propose to construct 2 two-unit residential building complex with five
associated boats slips and associated dredging and shoreline stabilization. The two townhome
buildings would measure 60' X 60' each with a high ground area measuring approximately
130' X 180' being filled and graded. An asphalt parking area would be installed along the east
side of the townhomes. Wooden walkways would lead from the townhomes to the boat slips.
Four of the slips would be 17.5' wide and 50' in length with the fifth slip measuring 17.5'
wide and 35' in length. A 6' wide by 95' access floating dock would run much of the width of
the property. Three 4' X 24' finger piers would provide access to the slips. Boatlifts would
be installed in the five slips. A vertical concrete bulkhead is proposed landward of all marsh
for a total of 185' (although the application states 340') along a 2' average distance waterward
of MHW. The basin excavation would involve an area measuring approximately 100' X 125'
(this includes approximately 720 ft2 of area that lies within the Town of Beaufort riparian
area). The basin is proposed to be hydraulically dredged to a depth of -9' below MLW. The
material would be deposited on the Gallant Group property (no letter of permission was
included). The disposal area would measure 140' X 170'. If the Gallant property is
unavailable, the spoil would be place onsite in an area measuring 75' X 125'.
1
FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #3
Anticipated Impacts
The townhomes construction and associated parking would result in the site being
approximately 32% impervious including 1,182 ft2 of walks, roads, and parking and 5,095 ft2
of townhome roof tops. The existing or permitted impervious coverage is approximately 34%
as a result of the historic use of the site. Approximately 23,400 ft2 would be filled since the
site would be raised to a FFE of 8.0'. It does appear that the corners of both buildings
encroach slightly into the 30' buffer area. The proposed dredging would result in the
deepening of approximately 12,500 ft2 of shallow estuarine waters. Approximately 3,500 yds3
of silt/sand material would be removed from the basin. With proper dredging techniques and
sufficient monitoring support on high ground, there should be negligible increases in turbidity
and little direct dredging effects on aquatic organisms. However, the loss of shallow water
habitat is obvious. It should be noted that the dredging of the basin is at or adjacent to an old
industrial site and there may be the release of pollutants such as oils, etc.
The bulkhead would result in the loss of another 680 ft2 of estuarine water as a result of
the 2' waterward of MHW alignment. Installation of the concrete tie backs would result in the
filling/disturbance of an area some 20' landward of the alignment.
The docks, finger piers and 5 slips as designed would usurp approximately 4,490 ft2 of
Public Trust Areas. In addition, the docks and finger piers would shade approximately 936 ft2
of that amount. As proposed, it does not appear that there would be any impact to navigation.
Similarly, the docks/slips do not encroach within the 15' riparian setback adjacent to the Town
of Beaufort property.
M. Ted Tyndall - Morehead City office - October 16, 2000

APPLICATIO
2090
(To be completed by all applicants)
1. APPLICANT
a. Name Charles King Trust c/o Mike King
Address 300 Copeland Rd.
City Beaufort State NC
Zip 28516 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
b. City, town, community or landmark
Beaufort
c. Street address or secondary road number
Broad Street
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Gallants Channel
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
Name Lawrence R. Zucchino, ASLA
Address Paton-Zucchino & Associates, P.A.
200 North West Street
City Raleigh State NC
a. List all development activities you proposed, e.g.,
building a home, motel, marina, bulkhead, pier, and
excavation and/o filling activities.
Redevelopment t f existine industrial ;dte for
townhomes, bullhead, parking, and t), iat slips
Zip 27603 Day Phone [phone]
Fax [phone]
c. Project name (if any) King Townhomes
NOTE: Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
b. Is the proposed activity maintenance of an existing
project, new work, or both? New/Redevelopment
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. Site construction for buildins, parking,
roadways, utilities and boat docks.
a. County Carteret
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
C `V, IL 1
( f L
II
2000 y
COASTA ,TAAGEMENT
MOREH?,4D
in. Describe existing wastewater treatment facilities.
Town of Beaufort municipal sewer
a. Size of entire tract 1.38 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL _
6 - 8 Feet MSL
Soil type(s) and texture(s) of
Dredge spoil - mixed sand/shell
e. Vegetation on tract Maritime Shrub
f. Man-made features now on tract Parking areas and
docks
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Stormwater run-
off through Town storm sewers sY tern. _
o. Describe existing drinking water supply source.
Town of Beaufort municipal water supply
g. What is the CAMA Land Use Plan land 5. ADDITIONAL INFORMATION
classifications of the site? (Consult the local land use plan.)
Conservation Transitional
X __Developed Community
Rural Other
h. How is the tract zoned by local government?
B-3 Commercial
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
X Yes No
Are there wetlands on site? X Yes _
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
No
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said properties, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in blacl'
ink on an 8-1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding the 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
Revised 03/95
Form DCM-MP-1 F§V*Rftbfithe site. Include highway or secondary road (SR) funds or use of public }e'me.I I
numbers, landmarks, and the like. documenting compliance-with-t e4N rtli arolina
Environmental Policy Act.
• A Stormwater Certification, if one is necessary.
• A list of 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. Upon signing this form,
the applicant further certifies that such notice has
been provided.
Name Gallant Group
Address c/o Pat Joyce/L.A. Downey & Son
P.O Box 190 Newport, NC 28570
Phone [phone]
Name Mr. Aaron Everett
NCDOT District Engineer
NC Division of Highways
Address 209 S. Glenburnie Road
New Bern, North Carolina 28560
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
Name Mr. Tom Owens
Address 111 Broad Street
Beaufort, North Carolina 28516
Name Town of Beaufort
Address 215 Pollock Street
Beaufort, North Carolina 28516
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
Minor CAMA #37-99
A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 112A -1 to
10) If the project involves the expenditure of public
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ZJ day of V_uAi , 2000.
Print Name Randv K'
Signature L&f--? C1_
Landowner or Authorized Agent
Please indicate attac:
project.
X_ DCM MP-2
X_ DCM MP-3
X_ DCM MP-4
_ DCM MP-5
DCM MP-6
ments pertaining to your proposed
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each
attachment in the space provided at the
bottom of each form.
Revised 03/95
i
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Leneth Width Denth Denth
Access
Channel
(MLW) or (NLW)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other
(Excluding
Shoreline
Stabilization)

100' 125' -2 MLW -9' MLW
N/A
N/A
N/A
N/A
2000
COASTA, N,AiJA.C?EIJ?ENT
1. EXCAVATION
a. Amount of material to be excavated from
below MI-1W or NWL in cubic Yards
3,500 CY
b. Type of material to be excavated Silt/Sa
c. Does the area to be excavated include cof
wetlands (marsh),. submerged aquatic
vegetation (SAVs) or other
wetlands Yes X No
d. High ground excavation in cubic yards (
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Adjacent prop
if timing allows. If not, disposal will be c
site
b. Dimensions of disposal area 140'x 170'
offsite/ 75' x 125' on-site
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission f
the owner.
d. Will a disposal area be available for futur
maintenance? Yes X No
If yes, where?
Revised 03/95

e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
_ Yes X No
f. Does the disposal include any area in the
water? Yes X No
P'!" ? ` - fit; ??
If Yes, {
(1) Amount of matedA1 to_be.placed in
the water None
(2) Dimensions of fill area
130' x 180'
(3) Purpose of fill
Raise building site
_
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 340' Feet
c. Average distance waterward of MHW or
NWL 2 feet
d. Maximum distance waterward of MHW or
NWL 5 feet
d. Shoreline erosion during preceding 12
months
(Source of b1formatlon) None noted
f. Type of bulkhead or riprap material
Concrete sheet pile
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfill 0
h. Type of fill material clean sand
i. Source of fill material on-site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be'brought to site?
X Yes No
b. Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept
on site and erosion controlled? See
erosion control plan
c. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Backhoe, dragline,
and hydraulic dredge
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts.
Charles Kin Trust
Appl' t or Project Name
`'lam
Signature
( a 34T
Date
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-Mp-1. Be sure to complete all other h.
.section of the Joint Application that relate to the proposed
project.
a. Type and number of buildings, facilities, unit or
structures proposed 2 Residential Buildings with 5
marina slips
b. Number of lots or parcels (1) Parcel
2E9
CO.ASTAI.IJANAGiafE+? i
Nli?REHA
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certificatior
Has a site development plan been submitted to the
Division of Environmental Management for review
Yes X No None required BMP Employ
If yes, date submitted
i. Describe proposed method of sewage disposal.
Municipal
c. Density (give the number of residential units and the
units per acre) 4 units A 3.0 U/AC
d. Size of area to be grades, filled or disturbed including
roads, ditches, etc. 0.65 Acres
Have the facilities described in Item i. Above recei
state and local approval? Pending
(Attach appropriate documentation)
e. If the proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? Yes X No (None Required
BMP Employed)
If yes, date submitted
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. Roof top,
concrete sidewalks and asyhaltparkine areas and drives
g. Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. _ 32% Proposed
34% Existing
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluen
"wash down" and residential discharges).
Stormwater discharee by collection svstem
connected to Town street storm sewerage system
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc.)
Municipal water service
m. Will water be impounded? Yes _X_ No
If yes, how many acres?
n. If the project is a oceanfront development, when w?
the lot(s) platted and recorded? N/A
Charles Kin Trust Townhomes
App is t or Project Name
1L
Signature
(0 2 71an
Dat ?'
Form DCM-MP-4
STRUCTURES r 2ST3
(Construction within Public Trust Areas) - J
GGFSTAL NT
Attach this form to Joint Application for CAMA Major e. Mooring buoys N/A
Permit, Form DCM-MP-1. Be sure to complete all other (1) _Commercial _ Community _ Private
sections of the Joint Application, which relate to this (2) Number
proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) _ Commercial _ Community X Private
(2) Number 1
(3) Length 95 Feet
(4) Width 6 Feet
(5) Finger Piers X Yes No
(i) Number 3
(ii) Length 24 Feet
(iii) Width 4 Feet
(6) Platforms(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 5
(8) Proximity of structure to adjacent riparian
property lines 15' off Riparian Property line
(9) Width of water body Varies 110' to 175'
(10) Water depth at waterward end of pier at MLW
or MWL Proposed - 9 MSL
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
(4) Width of water body
(5) Distance buoys(s) to be placed beyond shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _ Community X Private
(2) Number 5 Slips/ 14 Piles
(3) Length 35'- 50' Slips/24 Foot Piles
(4) Width 17.5' Slips/ 12"Piles
5 Boatlifts
g. Other (Give complete description)
h les Kin Trust
App t ojFgName
Signaturg L?
(-* Z7 ?o-a
Date
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance form MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03/95
2 EDGE OF P •
io 10 10 ~
`'----a TOWNHOME , c
UPLANDS ,
- PROP, GRADE
age EDGE OF PAVEMENT -e~ BOAT SLIPS ~ & ASSOCIATES, P.A. t
~ ADE o ~ LANDSCAPE ARCHITECTURE EX. GR
D t ~ 1 0 1 0 ` MSL O AND LAND PLANNING _ r - z ~ 200 Nortth 1Pest Street
t j ! ~ _ - tik `s Rale h, N.C. 27603 _ - - -
a::::.. UPIAN f , pp~ ~ ! 20 Nps BULKHEAD ~ MpREHEAD qTy BuB. 618 894-8620 UPLAND OF Faz. 619 828-7068
I....... f ~ MHW AND waw.paton-zucchino.com
i ~ 2 i 1. I. " ~ WETLANDS _9 M W email:pza®patoa-zucohino.com
~ yy~-''" . Z I I. -10 Q L 10 VICENITY MAP NTS
~ 3 Q '
~ ~..BT54'35"E . -15 15 .Civil En ineer:
. i.. 4 V!" 9
. , 3~ -e'er gp~ O.Sp' 1........ $ o o ~ STROUD I
~ 35. E...... . ENGINEERING
~ ~ ~ ~o. ~ X0:21'.:....'....::.:: o ,..f.. . MOOREHEAD CITY, N.C.
~ ~.~--r'_ ~ ~ SE P , - SECTION 2 PROPOSED MARINA BASIN
~ SGALE- HORZ=t"=40~ VERT=1"=10'
~.t 2 Surve or: Y
isri 0 0 1+ °~'6 EDGE OF A#ARSH ~ ~ B ~G p f ~ lr CAMA ESTUARINE SHORELINE AEC STATISTICS -IMPERVIOUS SUMMARY SITE DATA TABLE JpHN PHILLIPS RLS
-z EM r \ p ~ 0 / 1 r _ ~~s of wP~xwous _ . TOWN OF BEAUFORT '
MOOREHEAD CITY, N.C. PROPOSED EXISTING GROSS TRACT ACREAGE 1.38 AC
z AREA IN AEC ITEM IMPERVIOUS AREA IMPERVIOUS AREA PARCEL A 0.65 AC
0.50 AC WALKS, ROADS, PARKING 1,182 SF 7,461 SF PARCEL B 0.71 AC
1 ~1`. S 21,780 SF ROOF TOPS 5,095 SF 0 SF ZONING 6-3
_ ..........................S~,. u I ! \ ~ 7 NET EXISTING IMPERVIOUS 884 SF - CAMA CLASSIFICATION DEVELOPED CLASSIFICATION SUBTOTAL 7,161 SF 7,461 SF MARINA BASIN 5 SLIPS
z.9 ,r ~ ~ f ~ 3S. ~ ~ l ~ ~ r a, lil _
PROPOSED DENSITY IMPERVIOUS SURFACES 4~THIN 75 AEC PROPOSED EXISTING
_ ST/ _~,2 ~ i S/ TRACT ARFA 1:38 AC... _ . ~ ~ ,--z ~ ~ w / ; r _ ..O.~AG ABOVE MHW . 4 DU/1.36 AC 2.9 DU/AC ROOFTOPS 0.11 AC 0.04 AC
O~ s WALKS, ROADS, PARKING 0.03 AG 0.00 AC
\ _ f NET EXISTING IMPERVIOUS 0.02 AC 1 A
TOTAL AREA OF IMPERVIOUS COVER WITHIN 75' AEC 0.16 AC 0.17 AC NOTE:
TOTAL AREA IN 75' AEC 0.50 AC 0.50 AC APPROXIMATE MHW IS 11.80' PERCENT IMPERVIOUS COVER WITHIN 75' AEC 32% 34% ELEVATIONS MEAN SEA LEVEL DATUM
i, , s ~ ~ ~ , PERCENT REDUCTION Of IMPERVIOUS COVER WITHIN 75' AEC = 2%
+ t ti ~ ! 1 \ ~ a \ ' . g / / / ~ EROSION ~ ~PARCE ~B NOTE:
~ ~ 1 r ~ ' CONTROL ~ / ~ ~ ~ ~ / / ~ 1l . , , ~ SURVEY BY JAMES PHILLIPS LAND SURVEYING
~ ~ _i,4 ~ /Po y, ! ( FENCE ' \ f»B r arm ~ 1 f~ q l ~ $ ~ ,I F RH I N j' 0 MO E EAD C TY, C. SURVEY PERFORMED
~ a ~ ~ 0.65 AC a, / ~ 0.5 i~ ~ ~ ~ ~ I 5, s~~ ON OCTOBER 11 AND 12 1998.
/ ~ 5 _ / / ~ ~ 5.4 1.01
~ 7~3~ ~ ! / ~ ~ 6T0~40'E / s i AA x.4''1 h ~ „C A R~ ii~4
C , , ~h ~ O ~ i ~ '~~NDSC p - ~ ~JQ~ F~.~ti
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5 5 r ` e. ARY ! / ~ 5s 7
a.=5.sr ~ ~j f ~ - c -c._-
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~ ~ _ - ...E _ y L.-
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.-s 4 1'~~ au~ss s as \ s ~ ~ ~ _ W 'i _1 ~-~I
HOI SAMFARY SFWFR MAN - _
...,._._.,.~..~..r._._ ~ ,.OWNER:
_ . . .
- m~. - -
ELEVATION SIDE BUILDING E ATION _ ELEVATION ,R R BUILDING ELEVATION ,
EDGE OF PA - p A Ff ~RT N.C. N.TS N.LA B>: ~ 1JI ,
NEWPORT RIVER
BRIDGE
EDGE OF PAYEMENT ti01R !i IMt / ~f Cpf~ lI~1 I~WAI7M IIIO0i11[
VARIES TOPSOIL 1. ~ A fS~ wLll NO/ 1[ IOrI f!~ CF ~
EDGE OF MHW 1.B' tuILW) ~ ~ L ~f~ ~~~~Q~A[~1i IOa
( ; MARSH ! ( FA1KtIC ,w . Pro'ect:
i sEPTIC sTOME ~A Y area n~ei ~ ~ ran
? - - _ f I _ _ ! & TUBING Y/ SOCK ~erorQOisa~
"I ' 2 E e AOlla ~ 7
I t _ ~I ABOVE MATER TABLE ~ , tegw ~
~ Z ~ 3 Q ~ 6.0. t TRENCH DETAIL oawu vup a~ (K T. S. )

. ~ . ' ` \~.OM ~r . z BEAUFORT N.C. m oar ooa DESIGN DATA ~ ~ iv '9 a~aw e
~ L / ~ ~ -ems \ . TRACT AREA 328,31# SF i~-
T AREA YITNIN 75' AEC 321,7!'0 SF
~ -^-~s.r-'.. _ . _ . _ END OF ALIOYABLE IMPERVIOUS AREA T~'~ YITHIN T3' AEC (30X) l6, 334 SF ~ ~ FENCE
,1 ~ BUU(HEAU
L ~ 8 ~ 1 N IMPERVIOUS AREA YITHIN AEC 37,161 SF DETAIL # SILT FENCE .Sheet Title:
P \ 2 _ _ 4 WOODEN / . EXCESS IlPERYIOUS AREA 36, 655.80 SF N.T.S. S1
= Yv `>F-err' ~ WAIJ( (TYP / if RUNffF AREA TO BASIN 36, 63,5.80 SF
-s.s SECTION , BULKHEAD AND FLOATING DOCK I-I/r RUNOFF wLU(E ~ ( RETENfIOrI BV1SI VOLUME 60 EACID
RooF 1 r~ ~ UMITS OF PROPOSED BASW _ _ 9 " -,.a ' I ~ w/ ~ 1~T~ TOTAL RETENTION BASIN Y~.UME 837.20 CF
DREDGING BY OTHERS _ ~ / ! r,
DREB' INLET GRATE
o~ y _ _ 2 ~ ~o ~ rs ~°jo~. ~ ' ~1.. ~ FINISHED fRA1E 6' CONG SLAE ..Issue Date:
19 ~ _ •oo~ r 2 ~f ~ ~ ~ ~ TRACT AREA 1,:36 AC.. . J ~ l . _ _ _ ~ - ° A I 4 ~ ~ s ~i 0.85 AC ABOVE MHW , , AUGUST 13, 2000
~,~i ~ I, `2 ~ \ 'G'AO _ fit o r ~ l /Z I ti,
,r PILING ~ ~ l ~ r
~ / 6 .Revisions:
o~~
4' Cam. SL (INT. DIN.)
~ KING
. ~ • 4• aurLET ~ ~ PERF. TUBING PROPERTY
STORMYATER RETENTION I~1SIN GALLANT (NT.S)
V~. A \i ~ , 7~ r, D .~0 ! ~ 5.00' ti 6+8 r /i GROUP ll
~ ~ ; /I ~ ~ aar v wr se~s~ ~ \
'L ~ ~ ~ I ~ ; y. ~ ~ ~t . ~ h r.
y ~ ~ ~ x ~ . i' lC ~Q f J ~ \ V` B r i t m wr eina w~ ~ a ~ ~ ~ ~ ~ \
F ~ S \ ~ , ~ i P ~ ~ ~ A~ Ifs ~ ~ / ~ ~ ~ / / ~ \
r~ / / ~ \ \ / \ \ 6 ~ ~ \ 9p
/ 1 ` 9 .~b~ ~ ~ I ~ ~ as
~ i /
~,T . ~ ORETE ~ Pv ~ 'E~ BULK ~ ~0 / /
DETAIL SPOIL RETENTION BASIN ~ I ~ ~ t ~ ii .Pro ect Number: ~ ~ ~ J
V v. ~ 5 ~ r ~ iii \ \ \ ~ LOCATION OF
\ ~ TEMPORARY SPOIL 20360-0020 ~ ~ i
~ \ RETEN110N BASIN \ ~ ~ /
~ _ Chant Niamhar~
NOTE: `TA 4. SCALE 1"=40' • " " "
DETAIL s RETENTION BASIN
DREDGE SPOIL WILL BE DISPOSED OF IN GALLANT GROUP SPOIL N.T.S $1
RETENTION BASIN IF AVAILABLE AT TIME OF DREDGING. IF NOT, MASTER SITE PLAN 7"~ 7
SPOIL RETENTION BASIN WILL BE CONSTRUCTED ON SITE. 40' 0 20' 40' 120'

s EDGf OF P i ~
t~ 10 10 _ _ o~
TOWNHOME ,
UPLANDS - 'y y
PROP, GRADE ~
i®•e EDGE OF PAVEMENT --era--___,_,_,_,^~~ d--~.,, ~ BOAT SLIPS k 4S & ASSOCIATES, P.A. ~ o
EX. GRADE _ LANDSCAPE ARCH[TECT(T1tE 0 MSL o AND LAND PIANNING
I t guuc~ r4 1 * eF~uFORT _ p ~ 200 Nortth Rest Street
! pS a...... UP (~A~ ~ tik `s Bale h, N.C. 27803
~.......p o Nps ' BULKHEAD- ~ ~ MORQi~,,p qn Bus. 919 834-8820 UPLAND OF Fax. [phone]
; 2 ~ _ MHW AND aw~r.paton-zucchino.com
~ ~ I ~ . WETLANDS _9 0 MLW VICINfTI` MAP ~ email:[e-mail] -10 10
i I..... Z ~ ~ ~ 3 _
o~,.:r
1. -15 15 - , Ivd n ineer:
2a 9
A 4 S o o o TR D S OU I
~ ~ Q~ -~!e, ~ 280• . ~ . / ~ . ENGINEERING
MOOREHEAD CITY, N.C.
SECTI©N 2 PR©POSED MARINA BASIN
~ SCALE- HORZ=1"=40' VERT=1"=10'
, n , . Surve or: y
EDGE OF MARSH f ©0 ~ ° . J CAMA ESTUARINE SHORELINE AEC STATISTICS -IMPERVIOUS SUMMARY SITE DATA TABLE JOHN PHILLIPS RLS
0 ---_~.a----- 0 I ~I~ ~F TOWN OF BEAUFORT '
To e~ RE~sT,~eUSr~? ' . w _t., .1 PREI~IOUSLY.RERIATiFD...'.......'.'.' . MOOREHEAD CITY, N.C. PROPOSED EXISTING GROSS TRACT ACREAGE 1.38 AC
.fir--'_._'_---~--__s _Z.e l cs _ . AREA IN AEC 1 M IMPERVIOUS AREA IMPERVIOUS AREA PARCEL A 0.65 AC
s , 0.50 AC WALKS, ROADS, PARKING 1,182 SF 7,461 SF PARCEL B 0.71 AC
~ 3+1 » 1 . ~g ~ ~ ~ 21,780 SF ROOF TOPS 5,095 SF O SF ZONING B-3 NET EXISTING IMPERVIOUS 884 SF - CAMA CLASSIFICATION DEVELOPED CLASSIFICATION
REVE[MEN'J u ~ 1 5g,. •SS............ . . SUBTOTAL 7,1fi1 SF 7,4fi1 SF MARINA BASIN 5 S IP
LS
r ~ r ~ ~ IMPERVI U RFACES WITHIN 75' A PROPOSED DENSITY 0 S SU EC PROPOSED EXISTING
\ _ TI -~.z r ~ $r TRAGT AREA 1:38 AC; b -z t ~ ~ ~ , ~ 1 0.65 AC ABOVE MMN 4 DU/1.36 AC 2.9 DU/AC ROOFTOPS 0.11 AC 0.00 AC
~ . WALKS, ROADS, PARKING 0.03 AC 0.00 AC
NET EXISTING IMPERVIOUS A 1 A 0.02 C 0. 7 C
~ / / ' TOTAL AREA OF IMPERVIOUS COVER WITHIN 75' AEC 0.16 AC 0.17 AC NOTE:
~ r ! TOTAL AREA IN 75' AEC 0.50 AC 0.50 AC APPROXIMATE MHW IS 11.80' PERCENT IMPERVIOUS COVER WITHIN 75' AEC 32% 34% ELEVATIONS MEAN SEA LEVEL DATUM
/ ~ ~ , PERCENT REDUCTION OF IMPERVIOUS COVER WITHIN 75' AEC = 2%
` ~ 1 ~ i} / 2 >5 \ ~ ~ / / 1 ~ EROSION / , NOTE:
~ i ~ ~ ~ A \ / ~ f / „ J CONTROL , ~ ~ ~ / „ ; s..3 ~ N ~ ~ ~ 0.71;4 j' ~ SURVEY BY JAMES PHILLIPS LAND SURVEYING
y ~ OF MOREHEAD CITY, NC. SURVEY PERFORMED
S ~ f , ' ~ 0.65 AC ,~a/ v ss 1 ~ ss ON OCTOBER 11 AND 12 1998.
~ `,`~,,un+nr pr~~
~ ~ ~ BTOg ^ ~ ~ 7s~ ~ < < ; ~ ; „C A RG 'i,4
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~ ~ ~ V ,r, - - ~0 r~ - _ ~
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_ ~ - - -
_ L. _ . - - L.
e SFiN}R MANH01 ,.ate-- ~ . o a~ / SANtfARY , - .,w . ~ ~
_ - - - - -
~ ~ { HI ,OWNER: u - fi t1 C:: . e «
_ _ ~ p: ,
{
EDGE OF PAVEI~NT ELEVATION , SIRE BUILDING ATION ELEVATION REAR .BUILDING ELEVATION
W.LS BEAUFORT, N.C:
NEWPORT RIVER
BRIDGE
EDGE OF PAVEMENT
VARIES T~SOIL 1. HNw10E A !SA• wNKa NON w[ 10101 ~wtw><AR M !N.
~ EDGE OF HW (1.8` MLW) r f ~r 1~1ARSH L A~E~O~tlpII~WIQ M I~NMOMM 1tl8
I ~ nul FABRIC auar,r~,ae-rrwra nweanoni ~ ,Pro eCt: anznaoiNN~i
SEPTIC STOLE woos I " 0M0111 H101 ~
j . 2 I ~ ~ _ _ _ _ . . 4 PERFORATED TUBING M/ SOCI(
I ti ! 1 I , ~ e ao wst Z ex+au
1 _ D ~ ~ i z ~ .l.-----r-- ABOYE WATER TABLE ~ A
1 D r ~ _ /jr a,, is-6.0. f ~ oa+alla TRENCH DETAIL wuhnl vino alp (N. T. & ~
ti . _ . . '
B AU~FORT N.C. ~ , aola~eoA,1111oac DESIGN DATA
~ ~ / -off ~ , . ~ . / ~ ~ TRACT AREA 328 314 SF a A ~ ~ ' ~ ~
~ oFAOwN AREA YiTNIN 75' AEC t2f, 78(1 SF
END OF ALLOMABLE INPERYIOUS AREA YEIlgO ~ JOIINC SE W SLT FENCE OV I I ~ MITNIN 75 AEC (30X > t6, 534 SF
CLN9CRETE 6UUCH€AO
IMPERVIOUS AREA 1iiTHIN AEC t7, 161 SF ~ -x'- ;'.i ~ sdJ~
DETAIL SILT FENCE EXCESS IMPERYIDUS AREA *6, 655.80 SF N.T.S. S1
°1~ r z fJMIT ~ 4' WOODEN I ~ . ~ . _ _ . - it S J f 1 1 ~ ~ ss .-r pR \ WALK (TYP , RUNa'F AREA TO BASIN t6, ~ ~ SF
0 f Z 2 __-.~~r~ fOG~NC ~Ah f . ~ ~ ti =-zee------_'_ ~R~t w' 1.8' ~ilw ~ ,r r f / \ _ . . SECTION , BULKHEAD AND FLOATING DOCK 1-i/2' RUNOFF vaUME 832 CF RETENI'It?I BASIN Y0.UME 428.60 CF (EAC)O
UAMTS OF PRDPDSED BAS~t -~o ~ I~ i ROOF ~ ~ N.LS. TOTAL RETENTION BASIN VOLUME 857.20 CF
~ ~t.~ S DREDdN6 BY OIHERS - ~h 2.g 1 ! .W/ ~ -r / 4
~ ~ . DROP INLET GRATE
P. FINISHED GRADE 6• ~,AB ,Issue Date:
TRACT AR~11,38 ACf . . _ - ~ ~ A - 4 1. 2 ~I O:8'i.AGABOVEABHW / AUGUST ~ 3, 2000
ACA v r s ICI .

1 Up ,2 f l ,r ~ Revisions:
>e
` J 4" ~ (INT. DIM,.)
~ , ~ (TVP.) KING
~ Xl 0 G1 ~ ~ r ~ ~ ~ x f ~ I t ; ~ ( ~ { a . r . ~ a r. ' a ' a r 4" IlUTLET TO ~ , PERF, TUBING PROPERTY
D D ~ 2 ~a ~ ~ ~ ' ~,r-~ ,r ~ r STORMIfATER RETENTION BASIN GALLAi~T tNT.&)
~ ~ _ ~'r 1 ~ I 1 _ .y. ~ J 5.00 ~r-_ ~ ~ ~ _ sb ~ ~ Z i i A. ~ ~ &ROUP
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ENB-OF ~>.s x ~ \ NNN"!R ~ oNnaN o ~ / ~
-6O~tCRETE ~ v " ~ E,5 BULKHEA9~, P ~ 0
DETAIL SPOIL RETENTION BASIN. ~ I ~ ~ ~ , /i , Pra ect Number: N. ~ ~ ~ J
\ ~ Q ~ ~ \ ~ \ / LOCATION OF
. C9 _ ~ \ ~ TEMPORARY SPOIL 20360-0020 ~ ~ ` /
\ RETENTION BASIN
,~s 6 i o \ _ Chaaf Nrlmhar•
SCALE 1`=40'
NOTE; DETAIL 5 RETENTION BASIN
DREDGE SPOIL WILL BE DISPOSED OF IN GALLANT GROUP SPOIL N TS. $1
RETENTION BASIN IF AVAILABLE AT TIME OF DREDGING. IF NOT, MASTER SITE PLAN SPOIL RETENTION BASIN WILL BE CONSTRUCTED ON SITE. 7m7mm 7
40' 0 20' 40' 120'

~ EDGE OF PA 1Z •
16 1 10 0 ~
TOWNHOME _ , o n
UPLANDS y - PROP, GRADE ~ ~
in.s EDGE Of PAVEMENT BOAT SLIPS ~ & ASSOCIATES, P.A.
~'o ` ~ ~~Y i LANDSCAPE ARCHITECTURE EX„GRADE
0 0 MSL 0 AND LAND PLANAiING _ r
~ 1 1 fAN~ gUUCtrEAU ~"T.4 l ~ i DS _ A ~ 200 Nortth Rest Street tik `s Rafe' h, N.C. 27603
UPIAN UP ~ 2.0 AND HA- - - BULKED ~ Ip~{EAp q1Y ~ Bus. 919 894-8628
~ ~ UPLAND OF Fax. [phone]$8 MHW AND wv~?.patoa-zncchino.com
i 2 0 ; : . WETLANDS -9,0 MLW VICINITY t~AP NTS email:pza0paton-zucchino.com
D j _ 1 -10 -10 10
Z l
-15 15 .Civil En ineer: 9
6V p ,o.f 'rte... a Ups o ~ ~ STRUUD
r ~ ea ~ so' . _ ~s~ _ ~ ~ ~ I O ~n
~ .z zoo ENGINEERING
MOOREHEAD CITY, N.C. SECTION 2 PROPOSED MARINA BASIN
P L _ 1 SCALE- HORZ=1"=40' VERT=1"=10'
Serve or; Y
~ 'b~ -~•s EDGE of MARSH D Q ~Nt; \ I I C CAMA ESTUARINE SHORELINE AEC STATISTICS -IMPERVIOUS SUMMARY SITE DATA TABLE JOHN PHILLIPS RLS
~4 ~ TO.13E. r~~~sT,~usH~r _ . r3 ~ -~.a " , ~ FRENOUSIY.RE[i~Ml'tFD.'..~..'........'.'.'' TOWN OF BEAUFORT MOOREHEAD CITY, N.C. PROPOSED EXISTING GROSS TRACT ACREAGE 1.38 AC
~w ,.--~.t \ _J ,.r s=apse. . AREA IN AEC IT~I , IMPERVIOUS AREA fMPERVIOUS AREA PARCEL A 0.65 AC
~ , J "ms"s,--~-~.5 ~ _ . 0.50 AC WALKS, ROADS, PARKING 1,182 SF 7,461 SF PARCEL B 0.71 A C
s .,fix ~ _ . ` 21,780 SF ROOF TOPS 5,095 SF 0 SF ZONING 6-3
~ ~ , ~ . _ti... e . NET EXISTING IMPERVIOUS 884 SF - CAMA CLASSIFICATION DEVELOPED CLASSIFICATION
-du _ p ~ ~ i SUBTOTAL 7,161 SF 7,461 SF MARINA BASIN 5 SLIPS
? r r W j~ ter,,.. _ , PROPOSED DENSITY
\ 3 _ TI ~ ; ~ ~ TRACT AREA 1:38 AC; . ~ \ ti, 1 K „ , ~ O:G,S AC AHOVE MHW . IMPERVIOUS SURFACES WITHIN 75 AEC PROPOSED EXISTING 4 DU/1.36 AC 2.9 DU/AC ROOFTOPS 0.11 AC 0.00 AC
WALKS, ROADS, PARKING 0.03 AC 0.00 AC
z _ r a f NET EXISTING IMPERVIOUS 0.02 A~ 0.17 AC
TOTAL AREA OF IMPERVIOUS COVER WITHIN 75' AEC 0.16 AC 0.17 AC NOTE:
~ ~ ~ ~ i I I ~ ~ T - TOTAL AREA IN 75' AEC 0.50 AC 0,50 AC APPROXIMATE MHW IS 11.80'
i / ~ PERCENT IMPERVIOUS COVER WITHIN 75' AEC 32% 34% ELEVATIONS MEAN SEA LEVEL DATUM
f 0 ~ ~ ~ ~ ~ ~ / \ ~ EROSION PERCENT REDUCTION OF IMPERVIOUS COVER WITHIN 75' AEC = 2%
o ~ ~ ~ ~ / , 1~AR ,EL~ B \ ~l ; , ~ ~ / i / ~ CONTROL ~ NOTE:
~ ~ , ~ 0.71 A ,.i.y ~ n7t ~ ~ ~ FE Ci ~ ~ , ~ ~ 6+8 4.57 ~ v v ~ ~ , ~ ~ A ~ .~v / SURVEY BY JAMES PHILLIPS LAND SURVEYING ~
s ~ ~ , PARCEL , S i ~ 0.65 AC o , ~ 5.5 OF MOREHEAD CITY, NC. SURVEY PERFORMED
>s U'.v. t ~ ~ , ti. \ 1 2 i ON OCTOBER 11 AND 12 1998. `,~,~W~icu~i~,~~
- ~ 5.~ ~73 ~ ~ 8T69'40"E ~ r~, ~,r I .`~~`'(N..CARa
l \ a 5.2 / V ~ , Q` NOSC A .2
3 ~ ~ "CULVERT ~ r' ~ ~ 4+2 ~V "r_.~- ~5 ~`~^~--2 INVERT OUf 0.80' I _ _ _ _ _ : W
G 1 5~ v ~ v~ \ 1 V \ ~ n -._s q ~ AizY $ / ~ ~ ss 47 _ - x s.. ~p~ - ~ ..T•yi:!~_ -t..'g -r t "Yia:a-'4'r.''~ ~ ~ JOV H,
S~~ ~ ~ ~ ~G~ EL=5.97 j s - S.- "`e ,ire ~ - ' .1 ~ y Sb Y7 ~ ` _ ~ . r_' / -
\5 ~ ~ ~ -"z
\ Z. MANN l'ET tt ~ ~ 1`~~~ l!E Q. ~ 4r a"_- _ ~ .,J~ t~ + ~5"`
S h / ~ ~S 4r 5. ~ ~
s .s-S s- s 1 - i' _ ~ _ E-. _ ~ _
, .-s-S~s=sue. s~ , ~ ---fie, ,E S° 5 6 - L-' - L_ I. ~ ~ L. _ ~ _ c_'.
~ ~ ~ _g ~ ...5 SANITARY SfW}R MANH01 ~.o`~--_ . f ao . /
- I: ~ - _ _ _ . _
-
_ f~ : ,OWNER: ,
~ ~ is
80 YLL .
EDGE OF PAVEI,~NT ELEVATION SIDE EU1LDiNv ELEVATION ;LE'IATIO~fi'^`~ PEA° L'UILDfI`!G EL~~;~",TaON ~jL _ N.T.S, aTS. L7LAU~ V~ I, N.~.
NEWPORT RIVER BRIDGE
EDGE Of PAVEMENT
VARIES GRASS T~SOIL 1. ES~lar[ A A/' AiEN Nd11 At iwBt /~oe1.OR a[ fAE:
EDGE 4F MHW (1.$' MLW) L 1lNgl M xT IBICE Hall fJ/D~ NO t0~011'SE IOl6 a~ as raopa~s~swq a~ a Ac awn?
MARSH i ~ FABRIC a uor x TOE-M wr a T~ xwc ano ac eoaor P ro ec t:
1 ~ dF AE ao~, dgl~l AE T~Bipl Ni 91~ AE 901. • Z SEPTIC STOVE ~
t i ~ ~ '..2 0 ~ y~ N 4' PERFOttATED R a~et At
~ ~ ~ n ~ ~ ~ ~ . ~ ~ ~ ~ _ TUBING M/ SDpt ~DQ e
v Fp/1 ABOVE kATER TABLE ~ w
t+6.0. f TRENCH DETAIL cane
•"~'i1D vuq auoe t N, T. S. )
_ _ _ _ _ ~ . BEAUFORT, N.C. ,tt oar away ooac DESIGN DATA
aodat e ~ ' TRACT AREA 128,314 SF
/ AREA WITHIN 75` AEC t21,7~) SF
ALLOWABLE IMPERVIOUS AREA TOE'Nl METHOD
-$s.,` .END OF . WITHIN 75' AEC < 30X) t6, 53! SF ~ ~ F~
~ ~ _ - 8 ~ , _ BULKHEAD _ IMPERVIOUS AREA WITHIN AEC t7,161
DETAIL a SILT FENCE .Sheet Title:
~~Mirs / a WOODEN EXCESS IMPERVIOUS AREA *6, 65~. 80 SF N•T•S• ~
_ ~ / ~1 WALK TYP % RUNfff AREA TO BASIN t6, 635.80 SF
~ _I r~ roc _ _ _ _ _ _ _ SECTION , BULKHEAD AND FLOATING DOCK 1-1/2• RI~f VOLU£ s3z. CF RETENTION BASIN VlYUME 428.60 CF LEACH) N.T.S. TOTAL RETENTION BASIN VOLUME 857.20 CF
~ / LMIITSNPR GP~ ~~N - ~.~r 0' -z ~ ~ -~.e r lf~ . w~ J
f ~ DRN _ ~ ~ ~i F
y. r IXiOP INLET GRATE
fINISI#D GRADE 6• sLaB ,Issue Date.
t 9 , `~s -a., ~ y 4 ~ oo r . ~ ~p ~ ~ TRACT AREA 1.38 AC.. . \ - o p Q ! / z ~ , ~i _ O.~ AC ABOVE NIHW ' AUGUST ~ 3, 2000
. i - ~ a _ O f r ~
f '
tY CANC. ;,l l l f: ( _ _ , Revisions:
12'-8'(10 x 12'-8't
A, 26 l> rte- 1 ~ I ~1 r IC ~ y l ~ _ ~ 4• 4' COtB;, SL (INT, DIF1)
A ~ ~ 6 9! _ ~ ~ I ' I CMU (TYP,) _ _ ; • KING • . 4' OUTLET TO
?s w \A ~ ~ D - A ~ ~ ~A r ! It J / v.~. _ ~ ~ / 1 PERF, TUBING ~ PROPERTY
~ C. r~~ D yA ~ ~ 5.D0 s.8 3 STORMVIATER RETENTION BASIN GALLANT cK T. s.> GRDUP 11
' r
r. -s v, i ~ ti , ~ 'v i , ~ s ~ ~ r ~ ~ i 4
To ~xir a oanMe wM ~ ~
y, - ~ , ' ~t` 0 i ~ 9~ ~ ~ ~ , I ~ \ ~ \ , ~ ~,1 ~ ~ ~ \ / ~
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1 > ~ l 3 ~ l r' f / ~ 1 90 / 1 ~ 9
awawo a w / / ( ~ ~s Tl~Smaw m s~ a®w®a naecr / ' ~
\\,B END" 6 ^,`'~-'j.5 \ X o4~ \ ' \ 6O~iCRETE ~ 1 / i i / 9
a.,~ BULKHEADS ~ \ w o DETAIL SPOIL RETENTION BASIN ~ ( ~ ~ ~ / /i ,Pro ect Number:
M.T.S. 1 ~ ~ ~ \ / / ~
9~ ~ ~ ~ v ~ ~ \ \ / LOCATION OF ~ TEMPORARY SPOIL 20360-0020 ~ ~ / /
\ RETENTION BASIN

.u. NOTE: ~ SCALE i' =40' Jneet ivumger:
DREDGE SPOIL WILL BE DISPOSED OF IN GALLANT GROUP SPOIL N.F.S. $1
RETENTION BASIN IF AVAILABLE AT TIME OF DREDGING. IF NOT, MASTER SITE PLAN 7m7mm 7 m DETAIL s RETENTION BASIN
POIL RETENTION BASIN WILL BE CONSTRUCTED ON SITE. 40' 0 20' 40' 120'
OZSLOO