19920341 Ver 1_COMPLETE FILE_19920728

?? cq
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary July 29, 1992 Acting Director
Mr. Jerrel J. Freeman, P.E.
North Carolina Ports Authority
P.O. BOX 9002
Wilmington, N.C. 28402
Dear Mr. Freeman:
Subject: Proposed Fill in Waters
Replacement of tide gate and rip rap
New HAnover County
DEM Project #92341, COE Project #199202638
Upon review of your request for Water Quality Certification
to place fill material in 300 square feet of water to
replace a tide gate and rip rap located at Greenfield Creek in
New Hanover County, we have determined that the proposed fill can
be covered by General Water Quality Certification No. 2665 issued
January 21, 1992. A copy of the General Certification is
attached. This Certification may be used in qualifying for
coverage under Corps of Engineers' Nationwide Permit No. 13.
If you have any questions, please contact John Dorney
at 919/733-1786.
Sincerely,
L-A? Preston Howard, Jr P
GTE:JD l
Attachment I
cc: Wilmington Dis rict Corps of Engineers
Corps of Engineers Wilmington Regional
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
Division of Coastal Management, Raleigh
REGIONAL OFFICES
E.
Office
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 9 919/946-6481 9 19/395 -3900 9 19/896 -7007
Pollution Preventlon Pays
11.0. 13oz 29535, Ralcigh, North Carolina 27626-0535 'T'elephone. 919-733-7015
An Fqual Opportunity Affirmative Action Employer
-2 C-
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James G. Martin, Governor
William W. Cobey, Jr., Secretary
June 22, 1992
NEM3RANDU14
yrtlnitn°n rt ,: o,,,
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Jr., Chief
Major Permits Processing Section
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: North Carolina State Ports Authority
Roger N. Schecter
Director
IR
wire-Ington
Project Location: Wilmington Facility east bank of the Cape Fear River near the east
corner of the port's property along river.
Proposed Project: The applicants propose to replace the existing wooden tide gate
with a sheet pile gate and to stabilize the adjacent banks.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by July 13, 1991. If you have any questions regarding the proposed
project, please contact at extension when appropriate, in-depth comments with
supporting data are 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
127 ( .irduml I)nvc ztcminn • Wilminl!tn6 Nurth (.mdimi )8.105 i815 • Irlrhhumc !0191 Oh OW • Fax (919) isO 2(M),i
All I ((ual ( )1)J,(v1111)ly AIlnm.urvc A, Uirn I nt{)luycr
To: John Dorney
Planning Branch
1 J11 JUL 8
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
?-MITY WSGROUP-'?
SECTION
PROJECT NAME: North Carolina State Ports Authority
COUNTY: New Hanover Project #: 92341
STREAM OR ADJACENT WATER BODY: Cape Fear River
CLASS: SC
OPEN OR CLOSED: Closed
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROV
PROJECT DESCRIPTION: T applicant proposes to replace an
existing tide gate and r p.
REVIEWER: Gregso
DATE APP. REC'D: 2/061
RETURNED:
RESUBMITTED:
INITIAL REPORT
FINAL REPORT: 92/07/01
NOTICE: No
RECOMMENDATION: Issue
(ISSUE/DENY/OTHER)
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification 2665 for bank
stabilization.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY: N/A
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL: WATER: 298 sq. ft.
WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A
MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A
CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)

wr
92341. Jul
Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
JHG:92341.Jul
cc: Central Files
Wilmington Regional office Files
DCM-Bob Stroud
NORTh
CAROLINA
NORTH CAROLINA STATE PORTS AUTHORITY
POST OFFICE BOX 9002 I WILMINGTON, NORTH CAROLINA 284021(919) 783.1821
CHARLES T. KNIGHT, P.E.
Senior Engineer
Mr. Bob Stroud
N. C. Department of Environment,
Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, N. C. 28405-3845
Re: Tidal Control Gate Replacement
NCSPA Project I/H-125
Dear Mr. Stroud:
Enclosed for review and approval is a plan and permit application
for replacing the tidal gate at the mouth of Greenfield Creek.
Also enclosed is criteria for determining whether a project is a
major or non-major action.
N. C. State Ports Authority feels this project is non-major and
therefore exempt from reporting requirements of the North
Carolina ?ttvironmental Policy Act for the following reasons:
- Maintenance of a nonbuilding structure.
- Construction below the thresholds established
for major actions.
Please do not hesitate to contact me if more information is
required. Thank you for your timeliness concerning this project.
Sincerely,
Gerald Devito P. E.
Marine Engineer
'JUN 5 1992
GD:gmw
enclosure DIVISION OF
COASTAL MANAGEMENT
SINCE 1945

+ DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name North Carolina State Ports Authority
2. Location of project site Wilmington Facility east bank of the Cape Fear River
near the east corner of port's property along river.
PHOTO INDX: 1989: 4_179_24 Grid L-7 1984: 15 188 Grid P-12
STATE PLANE COORDINATES: X: 231620 Y: 0169800
3. Investigation type: Dredge & Fill X CAMA X
4. Investigative procedure: (A) Dates of site visit 5L5 92
(B) was applicant present ___yes
5. Processing procedure: Application received 6L/92.- Office WiRO
6.
7.
Site description:
(B) AEC(s) involved:
(C) water dependent:
(D) Intended use:
(A) Local Land Use Plan Wilmington-New Hanover
Land Classification from LUP Conservation
Ocean Hazard
Coastal Wetlands
Estuarine waters yes
Yes X No Other
Public X Private Commercial
(E) Type of waste water treatment: Existing N/A
Planned N/A
(F) Type of structures: Existing Failing Flood Gate
Planned Install new flood gate
(G) Estimated annual rate of erosion N/A Source N/A
Habitat description: AREA
Dredged Filled Other
(A) vegetated wetlands:
W_A
(B) Non-vegetated wetlands:
open water apex. 214 sf
(C) other:
Estuarine shoreline res
Public Trust waters ___yes
Other
dppX•/298 sf
(D) Total Area Disturbed: apex. 214 sf appx. 298 sf
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SC OPEN: YES NO X
8. Project Summary The applicants propose to replace the existing wooden tide gate
with a metal sheet pile gate and to stabilize the adjacent banks.
'9. PROJECT DESCRIPTION - The project site is located within the mouth of
Greenfield Lake Creek at the confluence of the Cape Fear River. There is an existing
tide gate which was repaired by permit issued to the City of Wilmington (58-81). This
existing gate was of wooden construction and has failed to the point of being non-
functional. The creek at this location is approximately 21 feet wide. In addition to
the failed gate the creek and river banks adjacent to the structure have also
experienced varing degrees of erosion. Rip-rap had previously been used on the stream
banks on the north side (upstream). As indicated on the work plats, three of these
areas have washed out. There is also a portion of an existing bulkhead along the river
bank on the south shore. As noted above the creek and river are classified as SC and
the river is a designated nursery area.
The applicants propose to remove the existing timber tidal gates, seats and apron
and replace them with new sheet piling, install two metal flap gates, repair and
install trash screens rip-rap banks to stabilize and place new fill landward of
existing timber piling bulkheads. The new structure to hold the two gates will be
lengthened to approximately 30 feet long. The two gates will be approximately 51x6'.
Two trash screens located on both sides of the gate structure will be installed. These
screens will be accessed by platforms originating from the pile cap as shown in the
proposed site plan. Those areas requiring stabilazation are identified in the proposed
site plan. In areas A and D the banks will be excevated to remove existing rip-rap and
sand. The areas will be shaped as shown in section-AA where there is no existing
bulkhead(4). Following this preparation these two areas will be rip rapped as per the
referenced plan. The approximate dimensions of area A are 351x12'. Those of D are
301x12'. Landward of the bulkheads (locations B and C) the banks will be stabilized as
shown in section-CC(1) and (3). The work will be accomplished landward of the
bulkheads. In addition to these areas, rip-rap will be placed at the toes of the new
apron on each side of the new structure. This toe protection is approximately 1 foot
wide by 3 feet deep for each structure. Rip-rap will also be placed landward of the
existing bulkhead on the south bank. The length will be approximately 21' long.
10. - Anticipated Impacts- The existing failed structure has resulted in the occasional
flooding of a portion of the Ports property. The proposed structure should correct
this problem. No significant adverse impacts are expected if the project is
constructed as shown in the plans.
Submitted By: C. Robert Stroud, Jr. Date: 06-15-92 Office: Wilmington

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name N. C. STATE PORTS AUTHORITY
Address 2202 BURNETT BLVD.
City WILMINGTON
Zip 28401 Dayphone 763-1621
X Landowner or Authorized agent
b. Project name (if any) TIDAL CONTROL GATE
c. If the applicant??j, ve the
owner's name LS V
JUN -5 1992
DIVISION OF
eegsTAL MANAGEMENT
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
MOUTH OF GREENFIELD CREEK AT CAPE FEAR
RIVER
b. City, town, community, or landmark
WILMINGTON
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing pro .N C, E work, or both?
MA NTT
c. Will the project be for community, private, or
commercial use?
COMMUNTTY
d. Describe the planned use of the project.
REPLACE FAILING TIDAL GATES TO PREVENT
TIDAL ENCROACHMENT ON BACKSIDE OF PORT
PARKING AND VEHICLE STAGING AREA.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
4' - 6'
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract N/A
f. Man-made features now on tract EXISTING TIDAL GATE
c. County NEW HANOVER g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
d. Is proposed work within city limits or planning
jurisdiction? YES
e. Name of body of water nearest project
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned b local ggovernment?
HM (HEAVY MANUFAC?RING)
i. How are adjacent waters classified?
SC
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? N/A If so, by whom?
or pier). REPLACING EXISTING TIDAL GATES
AND RUMP.
State N . C .
12/89 1
f. Dimensions of spoil disposal area
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i.
Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water aAreas?
k. Will the fill material be placed below mean high
water? YES
1. Amount of fill in cubic yards i n n r- - v _ e r6T.40
PEA GRAVEL/ RIPRAP
in. Type of fill material
n. Source of fill material QUARRY
o. Will fill material placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
-BEHIND BULKHEAD
-SILT FENCES IF NEEDED, MULCH
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? PTTF DRTVFR, mnn4nF.
s. Will wetlands be crossed in transporting equipment
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a.
b.
Length of bulkhead or ripraap EXISTING 112 FT
or
Average disttance wa erH ;ward offnean hiigh CREEK)
normal water level 10' -121
12/89
c. Shoreline erosion during preceding 12 months, in
feet
d. Type of bulkhead material EXISTING TIMBER & RIPRAP
e. Amount of fill, in cubic yards- to be placed below
meanhighwaterAn r- y_ CAT-r
f. Type of fill material RIPRAP
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Divi i oastal
Management plicant of
that opportunity M
JUN 5 X992
DIVISION OF
COASTAL MANAGEMENT

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DIVISION OF COASTAL
FIELD INVESTIGATI1
1. Applicant's name North Carolina State Port
2. Location of project site Wilmington Faci
nPAY rho o.Ci- nnrncr of
PHOTO INDX: 1989: 4 179 34 Grid L-7
min
1984: 15 188 Grid P-12-
STATE PLANE COORDINATES: X: 231620 Y: 0169800
3. Investigation type: Dredge & Fill X CAMA X-
4. Investigative procedure: (A) Dates of site visit 5/5 92
(B) Was applicant present es
5. Processing procedure: Application received §L5192 Office Wi.RO
6. Site description: (A) Local Land Use Plan Wilmington-New Hanover _
Land Classification from LUP Conservation
(B) AEC(s) involved: Ocean Hazard Estuarine Shoreline _yees.
Coastal Wetlands no Public Trust Waters es
Estuarine Waters es other
(C) Water dependent: Yes X No Other
(D) Intended use: Public X Private Commercial
(E) Type of waste water treatment: Existing N/A
Planned N/A
(F) Type of structures: Existing Failing Flood Gate
Planned Install new flood ate
(G) Estimated annual rate of erosion N/A Source N/A
7. Habitat description:
(A) Vegetated wetlands:
N/A
AREA
Dredged Filled Other
(B) Non-vegetated wetlands:
open water apex. 214 sf appx. 298 sf
(C) Other:
(D) Total Area Disturbed: appx. 214 sf a x. 298 sf
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SC OPEN: YES NO X
8. Project Summary The-applicants propose to replace the existing wooden tide gate
with a metal sheet pile crate and to stabilize the adiacent banks
9. PROTECT DESCRIPTION - The project site is located within the mouth of
Greenfield Lake Creek at the confluence of the Cape Fear River. There is an existing
tide gate which was repaired by permit issued to the City of Wilmington (58-81). This
existing gate was of wooden construction and has failed to the point of being non-
functional. The creek at this location is approximately 21 feet wide. In addition to
the failed gate the creek and river banks adjacent to the structure have also
experienced varing degrees of erosion. Rip-rap had previously been used on the stream
banks on the north side (upstream). As indicated on the work plats, three of these
areas have washed out. There is also a portion of an existing bulkhead along the river
bank on the south shore. As noted above the creek and river are classified as SC and
the river is a designated nursery area.
The applicants propose to remove the existing timber tidal gates, seats and apron
and replace them with new sheet piling, install two metal flap gates, repair and
install trash screens rip-rap banks to stabilize and place new fill landward of
existing timber piling bulkheads. The new structure to hold the two gates will be
lengthened to approximately 30 feet long. The two gates will be approximately 51x6'.
Two trash screens located on both sides of the gate structure will be installed. These
screens will be accessed by platforms originating from the pile cap as shown in the
proposed site plan. Those areas requiring stabilazation are identified in the proposed
site plan. In areas A and D the banks will be excevated to remove existing rip-rap and
sand. The areas will be shaped as shown in section-AA where there is no existing
bulkhead(4). Following this preparation these two areas will be rip rapped as per the
referenced plan. The approximate dimensions of area A are 351x12'. Those of D are
301x12'. Landward of the bulkheads (locations B and C) the banks will be stabilized as
shown in section-CC(1) and (3). The work will be accomplished landward of the
bulkheads. In addition to these areas, rip-rap will be placed at the toes of the new
apron on each side of the new structure. This toe protection is approximately 1 foot
wide by 3 feet deep for each structure. Rip-rap will also be placed landward of the
existing bulkhead on the south bank. The length will be approximately 21' long.
10.- Anticipated Impacts- The existing failed structure has resulted in the occasional
flooding of a portion of the Ports property. The proposed structure should correct
this problem. No significant adverse impacts are expected if the project is
constructed as shown in the plans.
Submitted By: C. Robert Stroud, Jr. Date: 06-15-92 Office: Wilmington
lv?
r?
r .'

s

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name N. C. STATE PORTS AUTHORITY
Address 2202 BURNETT BLVD.
City WILMINGTON State N. C.
Zip 28401 Day phone [phone]
X Landowner or
Authorized agent
b. Project name (if any) TIDAL CONTROL GATE
c. If the applicant , ve the
owner's name u V
JUN 5 1992
DIVISION OF
EeOASTAI: MANAGEMENT
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
MOUTH OF GREENFIELD CREEK AT CAPE FEAR
RIVER
b. City, town, community, or landmark
WILMINGTON
c. Will the project be for community, private, or
commercial use?
COMMUNTTY
d. Describe the planned use of the project.
REPLACE FAILING TIDAL GATES TO PREVENT
TIDAL ENCROACHMENT ON BACKSIDE OF PORT
PARKING AND VEHICLE STAGING AREA.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
4' - 6'
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract N/A
f. Man-made features now on tract EXISTING TIDAL GATE
c. County NFw H4ANnyF.R g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
d. Is proposed work within city limits or planning
jurisdiction? YES
e. Name of body of water nearest project
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). REPLACING EXISTING TIDAL GATE
AND RIPRAP.
12/89
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
ex?I g pro .N CEnew work, or both? NTT

_ X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
HM (HEAVY MANUFACTURING)
i. How are adjacent waters classified?
a professional archaeological survey been
"ut for the tract? N/A If so, by whom?
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed• N jA
b. Number of lots or parcels N/A
c. Density-(Give the number of residential units and the
units per acre.) N11 A
d. Size of area to be graded or disturbed
N/A
e. If the proposed project will disturb more than one
acre 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? N/A
E Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N,/ n
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N1[ n
k. Describe existing treatment facilities.
N/A -
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). N/n
m. Water supply source N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier, FLOOD
boat ramp, GATE
rock jetty)
Fill placed in P?
wetland or below a
MHW SCE PI C
D
Upland fill
areas
Length Width Depth

30' 0.67'

35'
12' J •}%f .v
BEHIND BULKHEAD
5' 3'
301

b. Amount of material to be excavated from below
water level in cubic yards 40 C . Y .
c. Type of material RIPRAP AND SAND
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
NO
e. High ground excavation, in cubic yards
2 12/89
f. Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months, in
N/A feet
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water aAreas?
d. Type of bulkhead material EXISTING TIMBER & RIPRAP
e. Amount of fill, in cubic yards- to be placed below
meanhigh water R n r Y_ r?r.r
f. Type of fill material
RIPRAP
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted: 11 ,
k. Will the fill material be placed below mean high A copy of the deed (with state
water? YFS instrument under which the apI
1. Amount of fill in cubic yards 1 n n r _ v Lor,44)
m. Type of fill material
PEA GRAVEL/RIPRAP
n. Source of fill material QUARRY
o. Will fill material placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
-BEHIND BULKHEAD
-SILT FENCES IF NEEDED, MULCH
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? PTT F Dung, mrnnFs. Will wetlands be crossed in transporting equipment
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead orriprap EXISTING 112 FT
b. Average drsDaztce waOterHvvaTdIofinean hig wa .CREEK)
normal water level 10" -121
1289
affected property. If the applic
the owner of said property, the ,
decd or other instrument under
title, plus written permission froi
the project.
s
&njolti?ning
?o a -•e'apy1e
k1ht b' wner cIai
ner to ca
0111
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Divi r oLCoastal
Management ?i plicant of
VvvvVV
that opportunit
JUN 5 19v
DIVISION OF
COASTAL MANAGEMENT.
Name CITY OF WTT,MTNGTON
Address P. O. BOX 1810
WILMINGTON, N C. 28402
Name rHPvprnt
Address 12LLSTATE STREET
PERTH AMBOY_ NEW JERSEY 08861
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
SP - 58 - 81
A check for;$28umade payable to the Department of
Environment , Health &. Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the ?1r day of ?J
X l/
L owner or Authorized agent
4 1289

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AL RT h
ICAROIINA
NORTH CAROLINA STATE PORTS AUTHORITY
PO TS
POST OFFICE BOX 9002 I WILMINGTON, NORTH CAROLINA 28402 I [phone]
CHARLES T. KNIGHT, P.E.
Senior Engineer
July 21, 1992
M i
Mr. John Dorney f? V
Division of Environmental Management D LS
North Carolina Department of
Environment, Health and 1111_ 2 S 1992
Natural Resources
P O Box 2 7 6 8 7 WETLANDS GROUP
Raleigh, North Carolina 27611-7687 WATERWATER UpL?TYSECN
Reference: Request for Permit
Greenfield Creek Tidal Gate
Wilmington, North Carolina
Dear Mr. Dorney:
Attached. is a copy of a letter dated June '0, 1992 from the
Wilmington District, U S Army Corps of Engineers and a copy of
the reply to the letter.
If you have any questions please do not hesitate to call.
Sincerely,
Jerrel J. Freeman, P. E.
Encl .
SINCE 1945
.4, P40RIh
ICAROUNA
NORTH CAROLINA STATE PORTS AUTHORITY
PORTS
POST OFFICE BOX 9002 / WILMINGTON, NORTH CAROLINA 28402 / [phone]
CHARLES T. KNIGHT, P.E.
Senior Engineer
July 21, 1992
Department of the Army
Wilmington District, Corps of Engineers
P O Box 1890
Wilmington, NC 28402-1890
Reference: Regulatory Branch
Action ID. 199202638
Gentlemen:
Your letter of June 30, 1992 requested certain additional
information to enable you to process the application for
authorization to replace the wooden tide gate and perform bank
stabilization work at the mouth of Greenfield Creek, off the Cape
Fear River, Wilmington, New Hanover County, North Carolina.
In regard to paragraph a. of your letter, the permit requested is
for repair work to an existing, operating flood gate and the
activities associated with this work will be limited to the
immediate vicinity of the existing structure.
In regard to paragraph b. of your letter, the only work
associated with the permit request is for repair of the existing
facility.
In regard to paragraph c. of your letter, the work will be
limited to repair of the existing tide gate facility.
As you requested, a copy of this letter is being furnished to the
North Carolina Division of Environmental Management. Meanwhile
if there are any questions about the project please do not
hesitate to call.
Sincerely,
Jerrel J. Freeman, P.E.
SINCE 1945

Department of the Army
July 21, 1992
Page 2 ,
Copy:
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
P O Box 27687
Raleigh, North Carolina 27611-7687

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 30, 1992
Regulatory Branch
Action ID. 199202638
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
-- Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of the North Carolina States Ports Authority,
represented by Mr. Gerald Devito, for Department of the Army authorization and
a State Water Quality Certification to replace a wooden tide gate and
stabilize banks at the mouth of Greenfield Creek, off the Cape Fear River,
Wilmington, New Hanover County, North Carolina. Your receipt of this letter
verifies your acceptance of a valid request for certification in accordance
with Section 325.2(b)(ii) of.our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification may be required under the provisions of Section 401 of the same
law. A Department of the Army permit will not be granted until the
certification has been obtained or waived.
In accordance with our administrative regulations, 60 days after receipt
of a request for certification is a reasonable time for State action.
Therefore, if you have not acted on the request by August 31, 1992, the
District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
VIG.n,e Wrig t
egulat ry Branch
Enclosure
op r
44,100
f
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
-2-
Mr. James Herstine
Wilmington Regional office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

boy

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tiodf, filling, paving, land clearing, and stormwater con- If you plan to build a marina, also complete and
trol. If the requested information is not relevant to your attach Form DCM-MP-2.
project, write N/A (not applicable). Items 14 and 9
must be completed for all projects. RE I°1 E4. Is the proposed activity maintenance of an
existin?gg ppro ect, new work, or both?
11U 2 1^0r MAINTENANCE
1 APPLICANT
4Q111 n-rnrnr 4-nNC11. Will the project be for community, private, or
a. Name N. C. STATE PORTS AUTHORITY commercial use?
COMMUNTTY
Address 2202 BURNETT BLVD.
City WILMINGTON State N. C. d. Describe the planned use of the project.
REPLACE FAILING TIDAL GATES TO PREVENT
Zip 28401 Day phone [phone] TIDAL ENCROACHMENT ON BACKSIDE OF PORT
X PARKING AND VEHICLE STAGING AREA.
Landowner or Authorized agent
b. Project name (if any) TIDAL CONTROL GATE
c. If the applicant$?, ve the
owner's name u v
JUN 15 1992
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
DIVISION OF C.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
MOUTH OF GREENFIELD CREEK AT CAPE FEAR
RIVER
b. City, town, community, or landmark
WILMINGTON
c. County NEW HANnyvp
d. Is proposed work within city limits or planning
jurisdiction YES
e. Name of body of water nearest project
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
4' - 6'
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract N/A
f. Man-made features now on tract EXISTING TIDAL GATE
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
_X Conservation Transitional
Developed Community
Rural Other
h. How* ?HEAVYcMANUFACT[JRING)vemment?
i. How are adjacent waters classified?
Sc
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? N/A If so, by whom?
or pier). REPLACING EXISTING TIDAL GATES
AND RIPRAP.
12/89
r
1. Dimensions of spoil disposal area
N/A
g. T.ocation of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
Will a disposal area be available N/A for future
maintenance?
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? YFS
1. Amount of fill in cubic yards 1 nn r _ v L"tora4)
in. Type of fill material PEA GRAVEL/ RIPRAP
n. Source of fill material QUARRY
o. Will fill material placed on marsh or other
wetlands?
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
-BEHIND BULKHEAD
-KUJJBth WILL REMAIN DUE 1U WEIGHT
-SILT FENCES IF NEEDED, MULCH
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? PTT.F. nRTVFR, RACK. i4nF.
s. Will wetlands be crossed in transporting equipment
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap EXISTING 112 FT
b. Average disttance wateerHward ofEmean »gi watEer or
normal water level 101 -121
12/89
c. Shoreline erosion during preceding 12 months, in
feet
d. Type of bulkhead material EXISTING TIMBER & RIPRAP
e. Amount of fill, in cubic vards. to be placed below
mean high water 8 C) -C - Y . CALr
f. Type of fill material
RIPRAP
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to cant' out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule W.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Divi ' oastal
Management plicant of
that opportunit
JUN 5 W92
DIVISION OF
COASTAL MANAGEMENT
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'JUN 2
UN- 31%%'2
.. "%wogi, "Punt?
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
June 16, 1992
Mr. Gerald Devito, PE
Marine Engineer
North Carolina State Port Authority
PO Box 9002
Wilmington, NC 28402
Dear Mr. Devito:
The Division of Coastal Management hereby acknowledges receipt of
your application for state approval for the replacement of an existing
tidal gate located at the confluence of Greenfield Creek and the Cape Fear
River. It was received on June 5, 1992, and appears to be adequate for
processing at this time. The projected deadline for making a decision is
August 19, 1992. An additional 75-day review period is provided by law
when such time is necessary to complete the review. If you have not been
notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances,
this letter will also serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
NCGS 113A-119(b) requires that Notice of an application be posted at
the location of the proposed development. Enclosed you will find a
"Notice of Permit Filing" postcard which must be posted at the site of
your proposed project. You should post this card at a conspicuous point
along your property where it can be observed from a public road. Some
examples would be: nailing the notice card to a telephone pole or tree
along the road right-of-way fronting your property, or at a point along
the road right-of-way where a private road would lead one into your
property. Failure to post this Notice could result in an incomplete
application.
A field report has been prepared and is in the process of being
circulated to the various state and federal review agencies for their
comments. If additional information is required based on this review, the
agencies may contact you directly.
127 Cardinal Drive Extension • Wilmington, North Carolina 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

.? OPlease contact me if you have any questions and notify me in writing
if you wish to receive a copy of my field report and/or comments from
reviewing agencies.
Sincerely,
C. Robert Stroud, Jr.
Coastal Field Representative
RS/ejm
cc: Jim Herstine, DCM
Preston Pate, DCM
Ernie Jahnke, COE
Ann Hines , LPO

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 27, 1992
Regulatory Branch
Action ID. 199202638
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:

Reference the application of the North Carolina State Ports Authority,
represented by Mr. Gerald Devito, for a Department of the Army permit to
replace a wooden tide gate and stabilize banks at the mouth of Greenfield
Creek, off the Cape Fear River, Wilmington, New Hanover County, North
Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. The riprap material will be positioned in strict accordance with
permit plans.
C. The riprap material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials or debris will not be
used.
d. No vegetated wetlands will be excavated or filled.
e. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit.
f. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
r
A
-2-
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
Copies Furnished:
M John Dorney
ater Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
G. Wayne Wright
Chief, Regulatory Branch
Mr. James Herstine
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
AIV?
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO August 24, 1992
Regulatory Branch
Action ID. 199202638 and State Permit No. 77-92
Mr. Gerald Devito
North Carolina State Ports Authority
Post Office Box 9002
Wilmington, North Carolina 28402
Dear Mr. Devito:
'rE, ? M
Reference your application for a Department of the Army permit to replace
a wooden tide gate and stabilize banks at the mouth of Greenfield Creek, off
the Cape Fear River, Wilmington, New Hanover County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives.of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plans. 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 Mr. Jeff Richter, Wilmington
Field Office, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosures
,E ( c Ip1

.A..
-2-
Copies Furnished with enclosures:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
r John Dorney
ater Quality Section
(((((( Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
"o-,
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ORIGINAL
PLANS
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M 1?
-2-
Copies Furnished (without enclosure):
t r. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
J

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO January 21, 1993 r f' _ff
Regulatory Branch ID S I
Action ID No. 198600493 and State Permit No. 47-87 JAN 2 61993
F
WETLANDS GROUP
Mr. Larry Hardy WATER QUALITY SECTION
National Marine Fisheries
Service, NOAA
Pivers Island
Beaufort, North Carolina 28516
Dear Mr. Hardy:
Reference the Department of the Army permit issued to the North Carolina
State Ports Authority which authorizes maintenance of ships' berths on the
Cape Fear River, State Port Facilities, Wilmington Harbor, New Hanover County,
North Carolina. Also, reference North Carolina Division of Coastal Management
memorandum of December 11, 1992 (copy enclosed), which involves the
permittee's request for a permit modification to conduct maintenance dredging
using a barge scour jet sustem.
Pursuant to CESAW-C080-N-000-0291, the LAMA-Corps general
permit /processing agreement, your comments and/or recommendations would be
appreciated on or before February 19, 1993.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure

X
-2-
Copies Furnished (without enclosure):
r/
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
S
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
y P.O. BOX 1890
• .??. ? WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO January 21, 1993
0
Regulatory Branch
Action ID. 198600493 and State Permit No. 47-87
I'' f
JAN 2 61993
..J
GROl1P
.."A
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dear Ms. Gantt:
Reference the Department of the Army permit issued to the North Carolina
State Ports Authority which authorizes maintenance of ships' berths on the
Cape Fear River, State Port Facilities, Wilmington Harbor, New Hanover County,
North Carolina. Also, reference North Carolina Division of Coastal Management
memorandum of December 11, 1992 (copy enclosed), which involves the
permittee's request for a permit modification to conduct maintenance dredging
using a barge scour jet sustem.
Pursuant to CESAW-CO80-N-000-0291, the CAMA-Corps general
permit/processing agreement, your comments and/or recommendations would be
appreciated on or before February 19, 1993.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Y 5' ? Y
-2-
Copies Furnished (without enclosure):
,,Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845