HomeMy WebLinkAbout19961054 Ver 1_Complete File_20091006To: John Dorney
Environmental Sciences Branch:
DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE. STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON 4' ....
?v
ACTING WQ SUPERVISOR: EAGLESON
DATE: December 9, 1996
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 96 PERMIT NO.: 961054 COUNTY: New Hanover
PROJECT NAME: Bennett Brothers Yachts, Inc.
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: November 12, 1996
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030616
*STREAM OR ADJACENT WATER BODY: Northeast Cape Fear River
CLASS: SC Swamp STREAM INDEX #: 18-74-61
*OPEN OR CLOSED: N/A ??????
WL IMPACT: Yes WL TYPE: OTH
WL REQUESTED: 0.32 WL ACR EST: No
WL SCORE: N/A 0 C T S 2009
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A DENR wATERGUALtTY
WIETWIDS AND STORIAWATER BRANCH
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to construct a yacht manufacturing and maintenance
facility. The facility will also include a 52 slip marina.
WATER QUALM CFRT X4011
CERT. REQ'D: Yes, for the filling of 14,180 sq. Ft. of 404 Wetlands
IF YES, TYPE: General Certification #3025 for CAMA Permits
TYPE OF DISPOSAL PROPOSED: Connection to the City of Wilmington sewer system
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
AREA OF FILL - WATER: N/A WETLAND: 14,180 sq. Ft.
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
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: Yes MARINA SERVICES: Yes
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
Although the project will result in impacts to 14,180 sq. ft. of Section 404 Wetlands, by
impacting less than 1/3 acre the applicants have met the minimization criteria in 15A NCAC 2H
.0506 (c).
That the proposed connection of the oil water separator to the City of Wilmington's sewer
system should be coordinated through the City of Wilmington's pretreatment coordinator, Ms.
Dolores Bradshaw.
That washing of vessels, equipment, etc., shall be done in such a manner which will not result
in runoff of wash water into surface waters. All accumulated solids from the washing of boats
must be collected and properly disposed of.
That maintenance, pressure washing, painting and scraping of hulls shall take place only on
high ground in areas that are capable of containing and properly disposing of runoff.
That the project be done in such a manner so as to not cause turbidity outside the immediate
construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Tere Barrett
John Parker
Permit Class
NEW
Permit Number
90-97
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and
Coastal Resources Commission U? n7l Z -?
40rrmtt
for
a{ t F
X Major Development in an Area of Environmental Cone ' 1 R ?ry 9 r t4' t
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Bennett Brothers Yachts, Inc., 8118 Market Street, Wilmington, NC 28405
authorizing development in
New Hanover
County at
Northeast Cape Fear River, immed. N. of 3rd
St. Bridge, in Wilmingtonas requested in the permittee's application dated revised 6/17/97, letter revisions dated
5151 and 6/18/97 and attached work plan drawings described in Condition #1.
This permit, issued on r1 -- 11-31 --- q11 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) The project authorized herein must be carried out in strict compliance with work plan for upland
development dated 5/2/97, with dock alignment deleted by DCM, and work plan for modified dock
layout, "Revised Slip Layout" dated 6/17/97.
2) This permit does not authorize excavation at the boat lift or any other excavation or filling in the
Northeast Cape Fear River and adjacent coastal wetlands.
Docking Facility Construction
3) Prior to any construction of the docking facility, an Easement must be obtained from the State
Property Office, Department of Administration, telephone: 919/733-4346.
Attached sheet for Additional Conditions
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
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.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 2000
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
- ?Q - -
Roger checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Petmittee
Bennett Brothers Yachts, Inc. Permit #90-97
Page 2 of 4
ADDITIONAL CONDITIONS
4) No dockage, including pilings, may be placed closer than 112 feet to the near edge of the
Federally-maintained channel.
Archaeological Investigation
Relic Warf and Crib Structures
5) If these archaeological remains cannot be avoided during construction and thus, destruction or
disturbance is imminent, then the following requirements apply:
a) Wharf and crib structure. An archaeologist shall record the details of this
structure. Portions of the original backfill should be screened to determine
the date of construction. Archival research should be conducted to comple-
ment the archaeological findings.
b) Piling removal. Prior to the removal of any pilings, each shall be surveyed
and plotted on the project map.
C) If the permittee discovers any previously unknown historic or archaeological
remains while accomplishing the authorized work, he will immediately notify
DCM and the Wilmington District Engineer who will initiate the required State/
Federal coordination. Contact the Division of Archives and History at 919/
733-4763 for further consultation.
Upland Development
6) The Division of Water Quality approved the project proposal on June 23, 1997 under
Stormwater Management Permit No. SW8976403. Any violation of this SWMP will be
considered a violation of this CAMA permit.
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 Dept.
of Environment, Health, and Natural Resources, Land Quality Section,
127 Cardinal Drive Extension, Wilmington, NC 28405-3845.
Bennett Brothers Yachts, Inc. Permit #90-97
Page 3 of 4
ADDITIONAL CONDITIONS
NOTE: The project may be subject to a state NPDES Permit for industrial
activities pursuant to 40 CFR 122.26 (DWQ General Permit NCGS-
190000). Contact the Division of Water Quality at 919/395-3900.
NOTE: The Division of Water Quality approved the wetland fill aspect of this
project on February 7, 1997 under Water Quality Certification #3131.
NOTE: The permittee is advised to contact the New Hanover Mosquito Control
Office for consultation on the prevention of mosquito breeding on the
project property.
7) No wetlands will be filled on the permittee's tract, except that delineated in the planview dated
5/2/97.
Marina and Facility Operation
8) A Pre-Treatment Permit must be obtained from the City of Wilmington prior to initiating
construction. Contact the Wilmington Pre-Treatment Coordinator.
9) The washing of vessels, equipment, etc., shall be done in such a manner which will not result
in runoff of wash water into surface waters. All accumulated solids from the washing of boats
must be collected and properly disposed of in keeping with local and/or state rules.
10) Prior to the occupancy of any slips authorized under this permit, the marina will install and
maintain for the life of the project a sewage pumpout facility to service boats with holding
tanks.
11) The marina will display a sign showing the location of the onsite pumpout facility, and other
appropriate waste disposal information, at the entrance and exit from the main piers.
12) No sewage, whether treated or untreated, shall be discharged at any time from boats using the
marina. Any sewage discharge at the marina 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.
Bennett Brothers Yachts, Inc.
ADDITIONAL CONDITIONS
Permit ##90-97
Page 4 of 4
NOTE: It is strongly recommended that the permittee exercise all available pre-
cautions in the day-to-day operation of the facility to prevent sand blasting
residue and/or other facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene
state water quality standards, thereby violating state laVv.
13) This permit does not authorize the interference with any existing or proposed Federal project.
The permittee will not be entitled to compensation from existing or future operations
undertaken by the United States in the public interest.
14) No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or next to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.
15) The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U. S. Coast Guard, through regulations or otherwise, on authorized
facilities. At a minimum, permanent reflectors or reflective material will be affixed to the ends
of all piers and maintained for the life of the project.
16) It is possible that the authorized structure may be damaged by wavewash from passing vessels.
The issuance of this permit does not relieve the permittee from taking all proper steps to ensure
the integrity of the permitted structure and the safety of moored boats. The permittee will not
hold the United States liable for any such damage.
17) The permittee will maintain the authorized work in good condition and in concordance with the
terms and conditions of this permit. The permittee is not relieved of this requirement if he
abandons the permitted activity without having the permit transferred to a third party.
Wetlands / 401 Tracking Inspections
Project Number 96 1054
Assigned to Jim Bartoldus @ Kathryn Robinson
Inspection Date 6/23/99
Compliant
Letter Type
Letter Date
Reply Date
Current Status Follow-up
Comments
State of North Carolina
Department of Environment,
Health and Natural Reso 74
• •
Division of Water Quality
°?;07
James B. Hunt, Jr., Governor
Jonathan B. Howes, secretary _q___ -_uA. Preston Howard, Jr., P.E., Direcior -Na__
y_®JanuE ary H N
6, 1997
New Hanover County
DWQ Project # 961054
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Bennett Brothers Yacht, Inc.
8118 Market Street
Wilmington, NC 28405
Dear Sirs:
You have our approval to place fill material in 0.35 acres of wetlands or waters for the purpose of
constructing a yacht manufacturing and maintenance facility with associated marina at N.E. Cape Fear River
at 3rd Street Bridge, as you described in your application dated 15 November 1996. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application. 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) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed
below. The proposed connection of the oil-water separator to the City of Wilmington's sewer system shall be
coordinated through Ms. Dolores Bradshaw, Wilmington Pretreatment Coordinator. Washing of vessels and
equipment shall be done in a manner so as not to result in runoff into surface waters. All solids from the
washing of boats must be collected and properly disposed of. All maintenance, pressure washing, painting
and scraping of boats shall only occur on high ground with proper runoff and solids disposal. 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. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified 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 John Domey at 919-733-1786.
S ely,
1
r ton How Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
W$mi ngtm DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
Dolores Bradshaw; City of Wilmington
Steve Morrison; Land Management Group 961054.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
Department of Environme @CTETIT
Health and Natural Resou re? ? ? 4 •
Division of Water Quality
James B. Hunt, Jr., Governor .......................
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Bennett Brothers Yacht, Inc.
8118 Market St.
Wilmington, NC 28405
Dear Sirs,
"E) EHNF1
February 7, 1997
Re: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Proposed yacht manufacturing and maintenance facility
WQC Project #961054, COE #199602652
New Hanover County
Attached hereto is a copy of Certification No. 3131 issued to Bennett Brothers Yacht, Inc.
dated February 7, 1997.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
eston Howard, Jr.
Attachments
961054.wgc
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Domey
Mr. John Parker, Division of Coastal Management
Central Files
Division of Water Quality • Environmental Sciences Branch
Enviro. Sciences Branch. 4401 Reedv Creek Rd.. Raleiah. NC 27607 Teleohone 919-733-1786 FAX # 733-9959
NORTH CAROLINA 401 WATER QUALITY. CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 to Bennett Brothers Yacht,
Inc. resulting in 0.32 acres of wetland impact in New Hanover County pursuant to an application
filed on the 16th day of January of 1997 to construct a yacht manufacturing and maintenance
facility.
The application provides adequate assurance that the discharge of fill material into the waters
of the Northeast Cape Fear River in conjunction with the proposed development will not result in
a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State
of North Carolina certifies that this activity will not violate the applicable portions of Sections 301,
302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application
and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application,
as described in the Public Notice or as modified below. If you change your project, you must
notify us and you may be required to submit a revised application. 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) (6) and (7). For this approval to be valid, you must follow
the conditions listed below. 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.
Condition(s) of Certification:
1. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available
from the Division of Land Resources in the DEHNR Regional or Central Offices) are
utilized to prevent exceedances of the appropriate turbidity water quality standard (50
NTUs) in all saltwater classes, and all lakes and reservoirs; and 10 NTUs in trout
waters);
2. All sediment and erosion control measures placed in wetlands or waters shall be removed
and the natural grade restored after the Division of Land Resources has released the
project;
3. If an environmental document is required, this Certification is not valid until a FONSI or
ROD is issued by the State Clearinghouse;
4. Measures shall be taken to prevent live or fresh concrete from coming into contract with
waters of the state until the concrete has hardened;
5. The proposed connection of the oil-water separator to the City of Wilmington's sewer
system shall be coordinated through Ms. Dolores Bradshaw, Wilmington Pretreatment
Coordinator.
6. Washing of vessels and equipment shall be done in a manner so as not to result in runoff
into surface waters.
7. All solids from washing of boats must be collected and properly disposed of.
8. All maintenance, pressure washing, painting and scraping of boats shall only occur on
high ground with proper runoff and solids disposal.
Violations of any condition herein set forth shall result in revocation of this Certification and
may result in criminal and/or civil penalties. This Certification shall become null and void unless
the above conditions are-made conditions of the Federal 404 and/or coastal Area Management Act
Permit. This Certification shall expire upon expiration of the 404 or CAMA permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must be
in the form of a written petition conforming to Chapter 150B of the North Carolina General
Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C.
27611-7447. If modifications are made to an original Certification, you have the right to an
adjudicatory hearing on the modifications upon written request within sixty (60) days following
receipt of the Certification. Unless such demands are made, this Certification shall be final and
binding.
This the 7th day of February, 1997
DMSION OF WATER QUALITY
sJr.
WQC #3131
r
State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
A&4
mime
r.. r... E) FHNF1
November 7, 1996
MEMORANDUM:
TO: Mr. A. Preston Howard, P.E., Director
Division of Water Quality
FROM: John R. Parker
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bennett Brothers Yachts, Inc.
Project Location: Adj to-the Northeast Cape Fear River, on the north side of the 3rd Street Bridge,
in Wilmington, NC, in New Hanover County
Proposed Project: The construction of a yacht manufacturing and maintenance facility including a
52 slip marina
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by Dec 2, 1996. If you have any questions regarding the proposed project, please contact Tere Barrett
at extension 246. 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
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone 910-395-3900 0 Fax 910-350-2004
An Equal Opportunity Affirmative Action Employer
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bennett Brothers Yachts, Inc.
2. LOCATION OF PROJECT SITE: Adjacent to the Northeast Cape Fear River, on the north
side of the 3rd Street Bridge, in Wilmington, North Carolina.
Photo Index - 1989: #179-41 gr. 23-U,V; 22-T,U,V; 21-U,V; 20-U,V 19-U,V; 18-U,V;
17V 1995: #14-153 gr. 9-U,V; 8-T,U,V; 7-U,V; 6-V,W; 5-V,W; 4-V,W; 3W
State Plane Coordinates - X: 2317800 to 2318200 Y: 183700 to 184200
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/21/96; 10/15/96
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 11/04/96
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover
Land Classification From LUP - Conservation/Developed
(B) AEC(s) Involved: ES, PT, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - City Sewer
(F) Type of Structures: Existing - Relic foundations, brick shed
Planned - Yacht manufacturing and repair facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION: [AREA]
DREDGED FTT .T .FT) OTURT?
(A) Vegetated Wetlands
Mixed 404 Wetlands 14,180 sf 480 sf
S artina alterniflora, S artina 640 sf
cynosoroides
(B) Non-Vegetated Wetlands
(C) Other
Open Water 3.67 ac
High Ground 7.98 ac
(D) Total Area Disturbed: 12 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC swamp Open: No resource
8. PROJECT SUMMARY: Applicant proposes to construct a yacht manufacturing and
maintenance facility, including a 52 slip marina.
Bennett Brother's Yachts, Inc.
Page 2
9. PROJECT DESCRIPTION 11/08/96
The project site is located adjacent to the Northeast Cape Fear River, approximately .85 miles north
of its division with the Cape Fear River. This property abuts the state right-of-way for the 3rd street
bridge on the north side, and fronts J.E.L. Wade Drive. The tract is approximately 19.73'acres in size,
and extends from 6' to 35' above mean sea level. The soils are sandy, and support Loblolly Pine, Wax
Myrtle, Red Maple, Privet, and various vines such as Poison Ivy, Catbrier, and Micheaux Grapes.
There are some foundation remnants on the property along with a brick shed. There are no existing
sewer or water utilities serving the site.
As the elevation drops, there is a significant amount of Section 404 Wetlands on the tract, which have
been delineated and approved by the US Army Corps of Engineers on 4/24/96 (approved survey on
file). Closer to the river, there are coastal wetlands, predominantly vegetated with S artina alterniflora
and S artina cynosoroides. Toward the southern end of the property, there is Ty hha latifolia and
Cladium jamaicense. As this wetland fringe widens, the proposed development narrows and terminates.
The Northeast Cape Fear River is approximately 740' across at the project site.
The New Hanover County Land Use Plan classifies the area as Conservation/Developed; the Division
of Marine Fisheries has designated the waters of the river at this point as Primary Nursery Area; there
is no shellfish resource; the Division of Water Quality classifies the waters of the river at this location
as SC swamp. There has been no archeological assessment done on the project site. An Environmental
Assessment has been submitted for this project, and is in circulation. No Stormwater or
Sedimentation/Erosion Control Plans have been submitted for this project yet.
The proposed project is the Bennett Brothers yacht manufacturing and repair facility, complete with a
52 slip marina. The facility will consist of a building to house offices, four public toilets, and a shop
for the sale of marine supplies, and a factory building for the manufacture and repair of large sail and
motor yachts, typically 70 in length with a maximum of 100' in length expected. The facility will
utilize existing public mains to tie into the city sewer and water systems.
The proposal is to grade approximately 8 acres of the tract, which includes approximately 14,180 square
feet of adjacent delineated Section 404 Wetlands in two sections. The existing elevation of these
wetlands is approximately +8.5' msl. The intent is to add 3.5' to 6.5' for a finished elevation of +12'
to + 15' msl. The graded area is to be used for the lift roadway and workyard. There is to be a 3:1
vegetated slope along the sides of the roadways. Concrete and ABC stone will be used for the paved
areas, constituting approximately 8.3 % impervious surface coverage within the 75' Estuarine Shoreline
AEC. A stormwater pond, approximately 1 acre, is proposed at the northwest side of the tract.
A "Novachem" system is proposed as the wastewater treatment system, providing an oil/water
separator. Wastewater is to be discharged after treatment into the City's sanitary sewer system.
Information about the Novachem system is available in the file, however, no engineering spec's or
performance data were provided. Solid waste will be hauled offsite by contract.
A marina will be constructed for the purpose of mooring client vessels and new vessels, as well as
renting slips and providing transient dockage. Fifty two slips are proposed. The marina is composed
of three piers, 150' x 8', 40' x 8' and 30' x 8', elevated over and extending across the wetlands,
connecting to two main floating docks, 1086' x 8' and 631' x 8'. From these, 54 finger docks extend,
ranging from 60' to 100' in length, all to be 4' wide. There is a lift slip proposed between the two
floats that is 132' x 30'. The structure terminates 90' short of the federal channel at its watermost
point. The river depth is approximately -25' mlw at the project terminus. The project stops
approximately 25' short of the riparian corridor to the north, and approximately 175' short of the
riparian corridor to the south. The project extends approximately 240' into the body of water at its
southern end, 130' at mid-point, and 110' for the northern half of the project. Although the applicant
states that the project supports 52 slips, there is sufficient water depth and distance from the shoreline
and vegetation to moor approximately 10 vessels of the proposed sizes behind the float for the southern
portion of the dock (appr 750'). Indeed, the artist rendering on the submitted platwork shows vessels
at this location.
There is a proposed fuel dispenser to be located on the dock south of the lift slip. The connecting tanks
are to be housed within block walls above ground in the lower work yard. A portable holding tank is
proposed to be located on the floating docks. There will be 2 "Pumpout Available" signs on the dock,
as well as 2 "No sewage Discharge" signs. The marina policy will be "Closed Head" by contractual
agreement, as well as by signage on the docks. Overnight dockage will be allowed, but the policy will
not allow "Live-aboards".
10. ANTICIPATED IMPACTS
This proposal is in keeping with the historical commercial use of the riverfront property in this area.
As proposed, the facility will shade approximately 480 square feet of Section 404 Wetlands and 640
square feet of coastal wetlands. The marina will incorporate approximately 3.67 acres of Public Trust
Area in the Northeast Cape Fear River. Improvements for the work yard area will fill and/or pave
approximately 14,180 square feet of Section 404 Wetlands, and approximately 7.98 acres of high
ground. The south end of the property appears to be ideally suited for mitigation of this loss. A total
area of approximately 12 acres will be disturbed for this project.
The facility will bring about an increase in boat traffic at this part of the river. The storage and use
of the chemicals involved in the manufacture and repair of large vessels may present a hazard to the
estuarine system. This aspect of the project needs to be tightly controlled and monitored. The human
error consideration probably provides the greatest risk. The proposed facility will upgrade the
community by eliminating the current use of the property. Evidence onsite indicates that the tract lends
itself to vagrancy and trespass, probably due to its size and location.
Submitted by: T. Barrett Date: 11/08/96 Office: Wilmington
Form DCM-INEP-1
, Ai
U -J PPLICATION
r a (To be completed by all applicants)
SEP G 3 1.996
D 1V 1 O ! G F
COASTAL MANAGENIENT b. City, town, community or landmark
1. APPLICANT
c. Street address or secondary road number
a. Landowner: _ T- E,L• GJA6 I wL-
Name ,,£77 ?4,r,t ?i>?a,3 d. Is proposed work within city limits or planning
jurisdiction? ? yes No
Address 8'l? J' /'7144xs
e. Name of body of water nearest project (e.g, river,
City kJic r+? ?c,1o,u State creek, sound, bay) /??TH?,l?i G!?£ F P-4T
Zip - Day Phone 1/0 n - 9S-3s
Fax 9(0 6 6 - 1332 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name ?S% ?-Y? i'??o ?,2i?o? a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Address PD. C3oX ,25,22 excavation and/or filling activities.
C'N i 2.oDc/crion? Q OgiR Fa?ci?tl f
5?2 Je "4 ? coo C44 Z) r?9?Ri?vi! S?f l ES
City ?i//Lr+ i/!/G /bN State ti/C oFrte ?Frs??P Y?aQy ,?,2F.?
Zip Day Phone 5/o S.Z- oco/
b. Is the proposed activity maintenance of an existing
project, new work, or both? N-rwl wo,eK
Fax 9io 5'S2 o Go
c. Will the project be for public, private or commercial
c. Project name (if any) use? ?,mm s,Pci,ae
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
NOTE: Pert wi11 be issued in name of landowner(s), andlor project. If more space is needed, please attach
project name. additional pages. /-?-"<
_Y??T P/IOD?{GT/ON .S FR y/G? R sG.¢!,? SA' L ? r
2. LOCATION OF PROPOSED
?rFe tN? STA?Q,?-¢D /'7A-,? ?N? Co,•trT-R.?e r? e,.?
PROJECT wt E?-vC v77c.rZC6
7y
a. County AIE41 f?,a,?o y?R
Revised 03/45
Form DCNl- 1P-1
??'?iJ? ? `% Zvi
s?P 2 3 199._ cribe existing wastewater treatment facilities.
4. LAID AND WATER AJwvL 4 per v--7- - To c3 £
CHARACTERISTICS COVI SION OF ,S£,evc") 6y crry V/-Z -?+,.?-??'°N
^nAS T AL MANIAGENIEN,st.'?Cp
sYS;-?•.? .
a. Size of entire tract f i 9.7-3 ACerS
b. Size of individual lot(s)
N1
c. Approximate elevation of tract above MHW or
NWL 6 - ya'MsL
d. Soil type(s) and texture(s) of tract
U R CAlJ com pc rx - /),s'r-QtJc' S14.'6>'
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.) suar-*cE
/cyNoFF J/?/Ioy6ff kleer?tp ,i?2td- o,?.c
0
Describe existing drinking water supply source.
?
_Jz)2vEb jy, C,Yy o n u ILp,,,vc rb,?
sysr ZP--r
e. Vegetation on tract 1"gZe4cYp £. /lamM/t?e
/' 1 ?.vcc,,c! Q!1 r y £ i G.i.?x r'? Y2 f 2 L . ?v is o .v i vY I',Qa+/um ol)
S.,+t t7.,errT a,QA? S. CyvcLru2mrOff' e, r.+?,?,cE,?,f?.
f. Man-made features now on tract cLD eo,t,d.,vCr
???•-?S s?zv IILI vc r so,L eo,d,, S. ADDITIONAL I'N'FORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the roar Land use plan.)
Conservation Transitional
- Developed Community
_ Rural Other
h. How is the tract zoned by local government?
L 12'1 L/G,vT ?YJ,} ?vFil CTUQ r,?/(?
i. Is the proposedproject consistent with the applicable
zoning? ? Yes No
(Attach zoning compliance certificate, if apptiabLe)
j. Has a professional archaeological assessment been
done for the tract? Yes v--' 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?
Yes V' No
1. Are there wetlands on the site? _ZYes No
Coastal (marsh) V_ Other _V'_
If yes, has a delineation been conducted? yr, s
(Attach documentation, if avcdrable)
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 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, 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 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
Form DCNVN P-1
site. Include highway or secondary
load ` ASR ej ( `,,;;
numbers
landmarks
and the like
6
C
R IFIC
`
,
,
. .
ATION A.N
D PERMISSION
11
'
®
A Stormwater Certification, if one is necessary. SEP 2 3 ?' Q?
fJ?ENTER ON LAND
?9'1G
D!ViS10!'1 O
® A list of the names and complete addreZgis,%T4heMAlqt-.",t-lLVObtfid that any permit issued in response to this
adjacent waterfront (riparian) landowners and application will allow only the development described in
signed return receipts as proof that such owners the application. The project will be subject to conditions
have received a copy of the application and plats and restrictions contained in the permit.
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments I certify that to the best of my knowledge, the proposed
on the proposed project to the Division of Coastal activity complies with the State of North Carolina's
Management. Upon signing this form, the applicant approved Coastal Management Program and will be
further certifies Oat such notice has been provided. conducted in a manner consistent with such program.
M1WL tcraA?[?SoN - Nr f?f?lti ,?uLi-vi
Name SOZFN£Y A,/A7-1,k PLANT_ I certify that I am authorized to grant, and do in fact
Address yo7NrcToN sT AlicmiNLi2?N NC :7 kYo/ ,
grant permission to representatives of state and federal
Phone 9101311.3 -J3G9o
M
i= LEV15 NC Dc review agencies to enter on the aforementioned lands in
.
Name
R1Cgr0 1- t,l4X, RR??cH connection with evaluating information related to this
_
Address
_Iil y rsicN vRiV 4)J4Y 1A1VbnJ
2 ?yo l permit application and follow-up monitoring of the
.
Phone fro 5733 project
Name I further certify that the information provided in this
Address application is truthful to the best of my knowledge.
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
This is the 13WI day of,-- 19 '3(,.
Print Name __ ST?-,v?_ Y eleisonj ?- I,/
?--')
_ , 5 7?_?; ?
Signature
Landom%er or Awhor - A91lu
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
e A signed AEC hazard notice for projects in
oceanfront and inlet areas.
® A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
? DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
? DCM MP-b Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
v?.,;?oa n?ios
Form DCM-iti P-2
J `?C ,`t,lJ „-mil V, i J..
INV
VA
EXCATIO
l 1?I
If U I
79,06
AND FILL SEP 2'3
Dlta S!
COASTAL MANAGEMEINT
(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 Depth Depth
Access
channel
(MLw) or (Nv v1)
Canal
Boat
basin
Boat
ramp
Rock
COMM
Rock
breakwater
Other yo`I
(ExcI dNg ?L
shoreline FILL
stabilizscion)
>sa;
%dv >
.
365.2 0- g-3 tB. S I2-15
3S-: 8'3 r'S L M S L
,4 Vim.
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards u/4
b. Type of material to be excavated N?
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic ve?e?ation
(SAVs) or other wetlands? Yes '"/44 No
d. Highground excavation in cubic yards -5i rL
6 OA D ant fr- o iv[ y /'FR P4A,v-
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
o A.1( 1/,
b. Dimensions of disposal area
c. Do y u claim title to disposal area?
"A-- Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? `/W Yes No
If yes, where? I`'1
Revised 03/95
Form DCM-iviP-2
e. Does the disposal area include any coastal wetlands If yes,
arsh SAVs or other wetlands? 77
.7h', SAVs or other wetlands?
m r
, 1?( )
l 1
?? i 1(2)
f. Does the disposal include any area i wat
Yes No 5E P 2 3 1996
f IVISIC??•I OF
(3)
COASTAL MA vAG`1VIENT
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
~?/a- Bulkhead Riprap
b. Length
Amount of material to be placed in the
water r/0X/L
Dimensions of fill area M14--
Purpose of fill 11'?
b. Will fill material be placed in coastal wetlands
(marsh) SAVs or other wetlands?
7Yes No 5'o Vwr7zA-A-6 o,_,c Y
If yes,
(1) Dimensions of fill area .36,E 2 x c -F3
joTftL l=ict = . 3 2 6 ?+c es S
(2) Purpose of fill L/FT Roadw.dy 41V,)
Lo?ti2 Y14,e> AZZ14 ,? OL.4,_/.
c. Average distance waterward of MHW or NWL
11//A_
d. Maximum distance waterward of MHW or NWL
"v/1-
e. Shoreline erosion during preceding 12 months
r-/?
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill A-
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ? No
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? ?Sco/FS To a F_
,?'y13/11i7T,1 Srt?ir?r.?.r,?-?c•,? ?F,eaC?o,? car-,Ylac. ?thr-
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dred\\ge)?
Uo2:Fi?S, %,2?'CC/fad. (,2gdF?S' ?it?NCT??G-.
ie-rxs -
c. Will wetlands be crDssed in transporting equipment
to project site? Yes i/ No
If yes, explain steps that will ?e taken to lessen
environmental impacts. X /4
nl t/£TT Ro Tff c'':5 77 -.[_
Applicant or Project Name
Signature ?- c
c--/ 11,3 A,;
Date
Revised 03/95
Form DCM-itifP-3
UPLAND 777- 7
E
: ? -
n
?? a r l-
? 6 IQ?6
(Construction and/or land disturbing activities) E-1
'
COA65TAL fot -[,IAGEMENT
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.
a. Type and number of buildings, facilities, units or
structures proposed ., AU(t6'A1.'-S 16
2
OF(=? c E .4?? 1=,?-crr?R
b. Number of lots or parcels '`J1
h. 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 _ v/ No
If yes, date submitted 17-'AS To Svam,T
i. Describe proposed method of sewage disposal.
?lTY of W ?,?+„?J?Tv,? .SS ??
Sysrz r,
C. Density (give the number of residential units and the
units per acre) "/-/4
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. _ 7.67 ?4c2t; s
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? Yes No
If yes, date submitted kI 5 To Svc ?T
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
/?[3C sToa/f o ,, czE FL
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 built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 3`70
j. Have the facilities described in Item i. above
received state or local approval? Nor Y
(.!troth appropriwe docunzeraar.'on)
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).
%2 z-, ? F2o,,-7
era 2,.,.. ?,-re
lpo_D evr_J--cam w.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
A,-e ?Syjr _z,
M. Will water be impounded? ? Yes No
If yes, how many acres? SAM ,a z,2 A *j6 :t . l ,dL
n. If the project is a oceanfront development, when
was the lot(s) planed and recorded? ?_
Applicant or Project Name
?J
Signature l
COZ /Q C
Date
Revised 03/95
11/04/96 16:17 FAX
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.
Dock(s) and/or Pjer(s)
(1) ?Commercial -Community _ Private
(2) Number 3
(3) Length ILO' Yo' ,30
(4) Width 7 y
(o) Finger Piers ,r Yes No
@ Number _ 5q
(ii) Length 60 - i oa
(iii) Width
(6) Platform(s) ? Yes No
0) Number --?ZQar, -?ocrS O's
(ii) Length 16
(iii) Width
(7) Number of slips proposed SZ
(8) Proximity of structure to adjacent riparian
property lines 2-< Noer#smo /7.' SoaJ4??,?
(9) Width of water body 17Yo ' _
(10) Water depth at waterward end of pier at
MLW or NWL -25 "IMUO
Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
J. Breakwater (e.g. wood, sheetpile, etc,)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
D?
??v p 41996
D???s?v'? of MENT
STA? MANAGE
GOP,
Z002
e. Mooring buoys
(1) , Commercial -Community ` Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body -
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring s ructure (boatlift, mooring pilings, etc.)
(1) ? Commercial -Community ` Private
(2) Number _j - u?i s«P
(3) Length /3;z
(4) Width 30,acn-ax, ,rL?f
g. Other (Give eorglere description)
/NN??fLoirtz2c /'t-Oi?iT 1IK
Appkant or Project Name /
Sigma cure _
Dace
Revised 03/95
Form DCNf-N1P-6
z=
MARINA D
71" z
SEP 2 3 1996
RnDEVELOPM . ?
Di VIE, lUl?b O;r
(Required for the mooring of more than 10 vessels) COASTAL N1,?3JAGGMENT
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.
i
g. Typical boat length -- 70
h. Maximum boat length /1-7)1-)
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public Residential
b. Will the marina be open to the general public?
Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
,?/A-
d. Check all of the types of services to be provided.
- ?v"" Full service, including travel lift and/or rail
-?L Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips S.Z
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
/channel
? Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). _ I-Ae?w Saic - -b r7or0,2 ytcif/--?'
Are any floating structures planned? AVl
If so, describe
2• MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project..
Office toilets
? Toilets for patrons
Number 1-/
Location or=l=rc? g?? ANA F5+c7-e,g,,? el-
Showers
Boat holding tank pumpout
Type and location ooerta« ?o?,,-rd
_ON ?Lo.4TiA/G- (?oc-,e SYSTEM
b. Describe treatment type and disposal location for all
sanitary wastewater. C. rY c ?J/era,a.6n,,?,
S ys
c. Describe the disposal of solid waste, fish offal and
trash disposal.
_.T??1? ? L C icr. o.v .•!.?(} C-o vt Q?tcT-/r/}-?c oP/-
.SF,e
d. How will overboard discharge of sewage from boats
be controlled?
Li4NGt?? {F r- L,J f) Afrrfi) Foci CJ/
?Nlv2cTi1 aY, Ot?NS?Z .4."e3 slFrl_
e. Give the location and number of "No Sewage
Discharge" signs proposed. Z --1 ?,cx S'yfrT,r
Revised 03195
Form DCM-N P-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
X5.4. C'oyT2tri l?r'?-y( ofP /"?02 aSo?-T
i°QQD v?T+on/ svi}'SJTc
g. Where will residue from vessel maintenance be
disposed of? F:,L7-.Ty2q\ a „l" wifridcw?/
_ SySi yl .f/_y 2sr70vr? 121-, ?•rlSAL )o,. A,/
P,If b 7i CA_' 611,o-Sri of Qy CertYZt??-
/'f?tvL eF?'=
h. Give the number of channel markers and "No
Wake" signs proposed. o
Give the location of fuel-bandling facilities, and
describe the safety measures planned to protect area
water quality. F?st y,SVr?r aN yocic ryJ, l„-,
.SO?TIt of L1F'rSc.wP TA,-Ir wiT/f,,?J Rcocx
QFr?,?,v? A/,+< e 48CVF G2o?N,l ??? C0wSy2>APf)
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. _No ,,., pro r,?c? a? PLv g,A.1,
w? rid r,9 ,S oik•/ .ski ?2 SY r-r ^I
k. What will be the marina policy on overnight and
live-board dockage? oVr,kN,GhfT yoc.(%k /,, L
43L hwh&4-3[ _ .4< sP.gc 461,--d IVC
L,vt-iFG?ke? cKKf '`-6(.,,,
1. Is the proposed marina located near any shellfish
leases? Yes ? No
If yes, give the name and address of the leaseholder.
N/
A
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
n. How many slips are now available? No,uE_
o. Is the marina proposed within a primary or
secondary nursery area? ? yes No
p. Is the marina proposed within an area pen to
shellfish harvesting? Yes No
q. Give the location and number of "Pumpout
Available" signs proposed. 2, o,., bogg SYsr-rr
A"licxnt or Project Name
u-
Signature
Date
L ``J SEP 23 196
DIVISION- OF
COASTAL MANAGEEME-f-'-i'
Revised 03/95
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LAND MANAGEMENT GROUP,INC.
P.O. BOX 2522
WILMINGTON,N.C. 28402
DATA FC F"%l
ROUTINE WETLAPID CET .?MINATION
(19%7 CCE Wcztand-- Dei:rea,...n h4Z:r.L::,i) WETLAND DATA
PrcIe?JSits: t X9.73 4c CoRdrTFiRn{-4,s,j)£ TfL,LJ 6 ?Q Data: 9 3 90 _
AppUcantJOwnerz LsN Sao T s Y+,-g s,,c jy r Ma eer Ccunry: ,? ?t? N??o r
lnvcscatcr. cH?P J?+c?r? M,?;rr-L,Nr Sr" to: NG _
Do Normal Crcrlrrlrwncss exist on L? c site? (S) Na Ccmmunity 10: /
13 l a sita signifus ntiy diz.urhed (Arnicai Sizuzdcr.)? Yes 6B " I"ransect !D: j
!s the araa a pacntlai Proh!em Arc1? Yes ?Ta Rot !D:
(If needed. ex; lain on reverse.)
VECE ATICN
Q?...:n.nr Gwn. $nw?:ww Srrwr?rr.. Mrlie+.nr
?. rf(2 /c u??u.--- Fk_
2. ?/i/us
3. _G/<9vr?Anc3Af fTYcr Ft +rA
4._?f2ffL ?72?jon r? fFS f. ,j
Fa c
7. C? 2Pr??s c?coc,.-,ky}
PiwQ" of Carninant 5{?acias dui ara FAUN at FAG
(axeA-d1nc FAG).
9.rS?h?TiNf?- ht7'T2.?rl^'a?A- C-?, p L
11._C«Drc..?. T rccv? G- c o L
12.
13.
I M.
1 S.
SEP 23 19 =-?
• =.WLC G r
® Rsc;rrt:sd 04ta m"r-iba its Ranuuits):
Straam. Li" at Tldo Gauaa
A&" n=grspha
_ CLOW
V Na Racwldad Czu Avalahla
Ra:d C: sarvatons:
Capth of `i e.=z water:
Cop;'h to Fro* Watsr in Pit: O-r L Qn?
C4-PL'l to Ssturatzd Soil: O -iL an.)
Rwnse :
LJ 1 iv! 1.t
COASTAL AL MANAGI=",111: {
Woda:d Hyd:Clary lrs? atcr::
'?..ar. tztsd to Uppar i s lnc.saa
??iVBtar Mnrics
?Dntt Linos
?/S4Crrsaru D.paut.s
v Orains9s Partoins in Wotl'nC4
_ ox d :.d Raot C.hsroals. in Uppar 12 ln:.,.as
'L--j- Soil Survay Oats
_ FAC-Nauzzi Taat
_ CL'w t`.s:lc*a in Ramar'..sl
LAND MANAGEMENT GROUP INC.
P.O: BOX 2522
RIIL.AIHNGTONAC. 28402
SOILS DATA
Map Unit Nama
(Sarics arw P'.:sc): _ Doe, V,4"./ Drainaga Gaza: _ V P
Field Cb:orva'onz
7szanamy (?ubg;cup): _ /?'?/L Mr,?, aP2is%3 Confirm Mappad Tyra) No
P+viit? De?crioNon-
c+pth Msctix Color h:c ?a Cclars Motu Te:,.tura, Conc:z-icn-
rncheel }?
i
''
or
zn.. (A.ri1n?»It ?i(`it*1
?,?,?? (1?t11n?»II M.fi?H Ahund»^c+/Co^++??t
51^1CT!!+^. otC.
- ? _ (c) Yle ~??-- ?"?
s u c k
Hydzc Sol
His:asol _ C:.nc:acons
? :;,ipedon _ High Orcanie Gntanr in Surfaca L :yor in Sa-y Snil3
??
-
'c ?cr Crpsnio 5ua4kinp in 3sngy Soils
1i?.:ic ,4kisz;:to Rates so ?
d
^
-
.t:
on L
c :t Hyd: c Soils L'st
_?R?'?Q Ccr :irars _?List; d on Nadcnl Hydro Sc»is L::;
?
?'
Gicyod or Low-C*sarna C:,:?rs OL?ar c
C?,v15sU;,? (;?
WEEtLAND DETMMINATION
hydrophyt:c Vagatation Pra.°.arit? (S? No (C:tc!cl t?-?a)
Wadand Hyd:clogy Prasant? (!6? No
Hydric Sc44 Prosant? ? No Lz Ul. z .Sampiinq Pant Within a Wadand7 (ems No
Farr>ZrSc?: __
1"Ii4fT- /-z:,.?-T- ?° R?1 of f',?c,r?LCi? 7?y?? _.S?/z?Ly Si6?,?,1L£.
O(T %/1-1Nc6 A-6 A-v1'l L-A-/3C C- C/Poh- LEQ ucT-).
S?
5Y i-sC:US.:C?
LAND MANAGEMENT GROUP,INC.
P.O. BOX 2522
WILMINGTON,N.C. 28402
CAT A FORM
ROU 7NE W -1LAi"1D DE ERM1N 7110N
(1987 CC E Wetiandc Delineaticn Manua I) UPLAND DATA
Frojec•JSita: fi l9.73??coaar<rrz+?; w.s??? ?.F.cc?w??dQ. Date: 9//sA G
Applicant/Owner: 6F???r B?TUresY,IC??7 sfc ??M, oexa7-j-. County: ,UFL.j H'4,javc'?
Inv®sd=or, P " cr_sol-) MA7 - State:
Do Normal CIrcurnstances exist on Lhe Sitc? No Community ID: /
Is tfic site significantly disturded (Atypical Situation)? Yes M 'Transec; ID: /
Is the area a potential Problem Area? Yes 5'? Plot 10: i
(lf needed, explain on reverse.) 1 11
VEGETATION
'n+innnt P1nnr Snneiw? S?rnntrn In iie+rnr pn.+inwnt Ptnnr Sn.rtw? Srrrttrm IndicrMr
7-
-/-
F?f-c r
10.
1. to VNVS S2/2o
3. `1t[u 1 1
4. VJ rZj R-a71,WDi tz?A- CL r-tr_ 12.
5. Ci ?4S£n r yn .S's,•+?'2 yr,es,.j G?_ ?'?- 13.
8. errr iA S ? 14.
7. S 2uBI, __
6 G _
Z4 15. ,
8. SNoC? ?S u S Q ut XQusl=?u4 GC
Percent of Dominant Specias that are CCL FACN or FAC
7Y
I? I ZL
^ ?? n
= 77
(excluding FAC-1. v
r
I
-
Ratrsarka: ?11
5EP 2 1996
r
COASTAL MANAGEMENT
HYDROLOGY
_ Recorded Data (Cenc-ba in Remarks):
Stream. Lake, or 7 da Gauge
AarW Photographs
?Na _ Other
Raoorded Data Avwlabio
Field obsarvationa:
Capth of Surface Water. ?_/A__ Gn.)
Capt`i to Free Water In Pit: 7 r an.)
ff
capth to Saruratod Soil: /Z -1(in.)
Wadand Hydrology Indicators:
_ Inundated
_ S&mratad In Uppar 1 C Inchas
-Water Marna
_ Onh Una*
_ Sadimant Deposits
Orai"gs Faaarns in Wedands
_Oxidizzd Root Chanpcli in Uppar 1: Inchas
_ L.oczI Soil Survey Cata
_ FAC-Nautrai Tast
_ Cmar (Explain in Remarks)
Remarks:
LAND MANAGEMENT GROJP,INC.
P.O. BOX 2522
WILMINGTON,N.C. 28402
SOILS DATA
,,V,zp UM Na.:1a
{Snrioz a:.r ?h=a): U R N cz::),- PL £X Draimco C:ss:: rl
Ficid C ,:zrvatons
/
Taxcnaray (Subgroup): ?-- Cznrirrs Macpad Ty:m2 No
~
P•afi?'
-
7 &L- L-ix Cclor
74 P Nl:tta C::ors Martz Ta?:ura, C3nc:dons,
rinc}401) rjafi-7m,+ L}?Vn?wl) Mn7?rV (MVntwll Mgi711 ahn.,?i?••?e?rOMr.?t Sr^![ri1r?. eM. '
H ydriG v:.:l iiYdiC: t01?.
_ }'{jitO3tli _ CJn?:DCCr1S ?
_ H;: t, E; ipcdC.1 _ Hirh CrCanic Gr.:nn: in Sw-;nca 1 :yar in 5z.-.::y Sci:a
Sui^,dlo CCar Crgsric 5tr0ak:r,Q in 5an4y 5ci:a
Agzic M.oisr.:ra RaG.z1o L'zt:d on L:C Hydra-
_ Rad w::n? Ca ipc:a Lad on Necc:.ai P yd:x' S -;Iz L-:
,Y Glaycd of Law-C%rcrss C:,:ors _
_ ct-w C`;Z;!Zia »z Rcir.:-zsi !
i
110 -=?
WETLAND D ETl: WNAiIO N
nydreph,ltc Vcgctst!on Presc4t2 Co;-) No =--lz)
Wadand Hyd:clogy Proaontl yas
IS G`is .amp«'r.,•, Pan: `NiL~in a WoCandl Yea
Hydric ZcZ4 Frown:? you
(S I
RDmarx_:
S--
.+GGtcvaG
State of North Carolina
Department of Environmen r! `-?
Health and Natural Resource ._; .. ._, 1 • •
1:1 -
Division of Environmental Manad ',' S L'`' ` '
J 00
Ja mes 8, Hunt, Jr., Governor
Jonathan & Howesy Secretary C) E H N F1
A. Preston Howard, Jr., P.E., Director
June 25, 1996
MEMORAND
To: Melba McGee
Through: John Domgp,
From: Greg Price J?
Subject: Yacht Manufacturing, Service Center and Marina - Bennett Brothers Yachts
(Corbett Tract) EA
New Hanover County
EHNR #96-0793
The subject document has been reviewed by this office. The Division of Environmental
Management (DEM) is responsible for the issuance of the Section 401 Water Quality
Certification for activities which impact waters of the state including wetlands. The
following comments are offered in response to the EA.
The DEM concurs with the applicant that the project location will not significantly impact
wetlands. The stormwater issues as mentioned in this document will be handled during the
permit process. The applicant may contact Linda Lewis of the DEM Wilmington Regional
Office regarding stormwater issues.
The applicant is reminded that endorsement of an EA/FONSI by DEM would not preclude
the denial of a 401 Certification upon application if wetland impacts have not been avoided
and minimized to the maximum extent practicable. Questions regarding the 401
Certification should be directed to Greg Price (733-1786) in DEM's Water Quality
Environmenfal Sciences Branch.
cc: Alan Clark
Jim Gregson, DEM WiRO
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