20020524 Ver 1_COMPLETE FILE_20020520

O?O? W AT ?RQG
Q 'r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 29, 2002
Hewett Marina, LLC
Mr. James H. Price
601 Aldeborough Lane
Charlotte, NC 28270
MAY - ?,
Dear Mr. Price:
..iii
SUBJECT: Approval of 401 Water Quality and
Additional Conditions
Hewett Marina, LLC
DWQProject # 020524
1073 B-Var Road SW
Supply, Brunswick County
You,have our approval, in accordance with the attached conditions (WQC 4.3371) to do the following
activity at Hewett Marina on 1073 B-Var Road SW, in Supply in Brunswick County. This approval allows
you to:
1). Dredge 12,500 square feet (250' X 50') of shallow bottom habitat for maintenance of an existing
marina to a depth of -6.0 at low tide (approximately 925 cubic yards of material);
2). Remove an existing boat ramp (to be replaced by a bulkhead);
3). Replace the existing travel lift;
4). Replace approximately 250 feet of bulkhead;
5). Replace existing docks with floating dock spines with three fingers off the spines for a total of
10 boat slips (10 slips existing).
. This approval is only valid for the purpose and design that you described in your CAMA application
dated April 2, 2002 received by the Division of Wate; Quality (DWQ). After reviewing your application,
we have determined that General Water Quality Certification Number 3371 covers this activity. This
Certification can also be found on line at: hgp://h2o.enr.state.nc.us/ncwetlands/certs.html. This
Certification allows you to use your CAMA Permit when the NC Division of Coastal Management issues it.
Please keep in mind that there may be additional Federal, State or Local regulations applicable to your
project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the
accompanying 404 or CAMA Permit expires unless otherwise specified in the General Certification.
Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification and the
additional conditions listed below.
1). When dredging the basin and replacing docks, turbidity controls (turbidity curtain) must be maintained
throughout construction, so that turbidity does not exceed 25 NTUs outside the project area. Please contact
this Office at the number listed below if there are any problems with turbidity;
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
NCDEN-R
Page Two
Mr. James H. Price
April 29, 2002
2). The attached Certificate of Completion (COC) must be submitted to the Division upon final construction,
of the site.
Please notify this Office at the number listed in the footer on the previous page if any problem arises during
the construction of the project that may affect water quality.
Please read the attached conditions. 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 conforming to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-
6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit # 020524. If you have any questions, please
telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,

Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3371
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
Central Office - Cyndi Karoly
LAMA Morehead Janet Russell
CAMA Raleigh - Doug Huggett
Central Files
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WQ Supervisor: 13 Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name James Price Hewett Marina
Project Number 02 0524
Recvd From DCM
Received Date 4/5/02 Recvd By Region
Project Type commercial
County Brunswick
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Class
Permit Wetland Wetland Wetland Stream Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA F_O Y -@N F- 18-87 SA r-- 30,624. 1.3U
P77
F__F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? O Y O N Recommendation: O Issue * Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objections to the prof .ce-t as proposed with the following- conditions:
1/ Turbidity to be controlled with measures
2/ COG filled out when eject is complete

cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
April 2, 2002
MEMORANDUM ®? ®.
TO: Mr. John R. Dorney
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: James H. Price
PROJECT NAME: Hewett Marina, LLC
Project Location: 1073 B-Var Road, SW, Supply, Brunswick County
Proposed Project: Maintenance dredging of an existing marina facility along the Atlantic Intracoastal
Waterway. In addition, the bulkhead, lift and docks will be rebuilt.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
April 23, 2002. If you have any questions regarding the proposed project, please contact Janet Russell at
910-395-3900. 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, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
8.
1. APPLICANT'S NAME: James H. Price
PROJECT NAME: B EWETT MARINA, LLC
2. LOCATION OF PROJECT SITE: 1073.B-Var Road SW, Supply, NC
Photo Index 2000: 4-41 Grid M,N,0-19,20 1995: 4-40 Grid M,N-12
State Plane Coordinates - X: 2, 220 500 Y: 62 200
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -February 27, 2002
Was Applicant Present - Agent Was Present
5. PROCESSING PROCEDURE: Application Received - cc: March 4, 2002
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Transitional Area
(B) AEC(s) Involved: Estuarine Shoreline, Public Trust, Estuarine Water
® Water Dependent: Yes
(D) Intended Use: Maintenance of Existing Marina
(E) wastewater Treatment: Existing - Septic System
Planned. - No Change
(F) Type of Structures: Existing - Marina Buildings, Bulkhead, Travel Lift, Docks &
Parking
Planned - Maintenance Dredging of Existing Marina and Replacement
of the bulkhead, lift, and dock structures
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
'nRRnr.'Pn Pn T lpn n•r0 ETD
(A) Vegetated Wetlands
(B) Open Water.& Shallow Bottom 12,5006 16,500 sf
shaded
m Other Disturbed
High Ground Approx.
40,000 sf
(D) Total Area Disturbed: Approximately 57,000 square feet or 1.3 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicant plans to perform maintenance dredging of an existing
marina facility along the Atlantic Intracoastal Waterway. In addition, the bulkhead, lift and docks
will be rebuilt.
H]EWETT MARINA, LLC
Page 2
9. PROJECT DESCRIPTION
Hewett Marina is an existing docking and boat repair facility located on the mainland side of Holden
Beach at the end of Old Ferry Road between Fulford Fish House and Betty's Waterfront Restaurant. The
physical address of the property is 1073 B-Var Road SW, Supply, Brunswick County. The existing
facility consists of a small office building, boat repair shop, travel lift, boat ramp, three docks, boat
storage yard, bulkhead and parking. The existing docks are located on the Atlantic Intracoastal
Waterway. The applicant's property currently consists of three lots, two bordering the water and one lot
on the other side of B-Var Road. The three lots together are approximately 2.5 acres in size. Previous
Coastal Management permits have been issued on the original Hewett lot. This is the .92 acre tract with
the repair shop on it. Two such permits were 40-93 and 130-84. These permits authorized maintenance
dredging, dock and bulkhead work. To this writer's knowledge, no permits have been issued on the .62
acre tract previously owned by Billy Varnam (which is now part of this project). This writer has no first-
hand knowledge of actual dredging work that may or may not have been carried out in the past.
Mr. Price, the owner, is applying to perform maintenance dredging in and around the existing boat slips
and docks at the facility. He is also applying to replace the existing bulkhead wall, the travel lift and all
of the existing docks. The plans submitted show the existing facilities and the proposed work on separate
sheets.
The area to be dredged begins approximately 15' waterward of the bulkhead and extends 50' towards the
Intracoastal Waterway. The size of the area to be dredged is roughly 250' by 50'. The existing water
depths.in the docking area range from 0' to -6.0' at low tide. The applicant proposes to dredge to a depth
of -6.0' at low tide. The existing low tide soundings are included with the application package.
Approximately 925 cubic yards of spoil material will be generated as a result of the dredging. The
proposed dredging work will be accomplished using a backhoe and/or a barge-mounted excavator. All
dredge spoil material will be transported to the .98 acre lot on the landward side of B-Var Road. This
lot is vacant and is currently being used for boat storage. Once dry, some of the material may be used
for backfilf of the new bulkhead wall.
The two waterfront lots are bulkheaded, 250', but the existing bulkhead is in poor condition. The
applicant proposes to replace the existing bulkhead in the same alignment as the old wall. There is a very
small fringe of coastal wetlands waterward of the existing bulkhead near the western property line. These
wetlands should not be disturbed. There are no other wetlands on the site. The existing boat ramp will
be removed and filled in, probably when the new bulkhead is constructed. The existing travel lift is also
to be replaced in the same location. The three fixed wooden straight docks are to be replaced with two
floating dock spines, each with three fingers off of the spine. The proposed arrangement and boat slips
are shown on the ".Proposed Facilities" plan. A total of ten slips are proposed, which would not be an
increase from what is there now.
The parcel of land where Hewett Marina is located has been classified as "Transitional" by the Brunswick
County Land Use Plan. The area is served by private septic systems and private water supply wells. The
shoreline along the property is bulkheaded. The waters of the AIWW have been classified as SA by the
Division of Water Quality. The waters adjacent to the site are open to the taking of shellfish as
determined by Shellfish Sanitation and the area is not a Primary Nursery Area as would be designated
by the Division of Marine Fisheries.
10. ANTICIPATED EMPACT5
The development as proposed would result in temporary turbidity in the general area of the dredging
activity. No wetland fill or excavation is being proposed. Temporary sediment control devices will be
needed to prevent sediment from leaving the spoil disposal area. Approximately 12,500 square feet of
shallow bottom would be disturbed as a result of the dredging. Approximately 925 cubic yards of soil will
be removed by the dredging. Another 16,500 square feet of public trust area would be shaded as a result
of the construction and placement of new docks and boat slips. Approximately one acre of high ground
would be disturbed from the spoil disposal operation and the bulkhead construction.
The combined area of the floating dock spines and finger piers exceed the four square feet per linear foot
of shoreline allowed under the rules. However, due to the commercial nature and number of slips, the
additional square footage may be considered necessary for safety.
The proposed new docks will be in compliance with the required 80' setback from the edge of the
federally maintained channel of the AIWW.
Janet M. Russell /April 1, 2002 / Wilmington
Hewett Marina. Project Narrative
Hewett Marina was first developed in 1968 and has served as a boat repair
facility. The property currently is developed with the following structures and
appurtenances:
One metal shop building
One wood shop office building
One wood administrative building
One travel lift slip
Three wood piers
One concrete boat ramp
Bulkhead on waterfront
The existing travel lift slip and bulkhead need replacing within the next year to
continue operation of the boat repair facility. The wood piers need to be removed and
replaced with docks to allow easier access to the travel lift slip.
We propose to remove the concrete boat ramp, remove the three wood piers,
remove and replace travel lift slip, replace bulkhead in the same alignment, dredge the
basin, and add floating dock systems on either side of the travel lift slip to furnish ten wet
slips.
With these improvements, we can continue to provide a boat repair facility that
meets the needs of local commercial and recreational vessels.

Form DCM-MP-1
1. APPLICANT
2 5 0
APPLICATI ON—
Cro be cDmpleted by all applicants) t _
i
a. Landowner:

Name - c// 1PI16 5
Address f?O?c Bo ??[4 a L
City Ct?-4z coTr- 'r-
State A/- e-
Zip A8f270 ' Day Phone ?,911 '2 - 6
Fax Toff - 2, -6 A.?
b. Authorized Agent:
Name A114
Address
City
State
Zip Day Phone
Fax
c. Project name (if any) 1-ka6,-r
NOM.- Permit wW be fared in name of Imsdon?'Ys), card/or .
project name.
2. LOCATION OF PROPOSED
PROJECT
a. Countv I&IM- Sat/clK
LL C
b. City, town, community or landmark
-541-P4 9 //,'& - ak G?
c. Street address or secondary road number
/07 3 3- t14,e eV /*,a .S vt/
d. Is proposed work within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) e-? ,?Tic
I DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pied, and
excavation and/or filling -activities.
r'o,JSj IU4Gt 7'4-vr£c- Ltd'rr
Co1)5,rA-1cr /o ?/?? sL,Ps
©g-ar-pgti rBosk, 3aS,.J
b. Is the proposed activity maintenance of an existing
project, new work, or both? 80IrR
c. Will the project be for public, private or commercial
use? C-04 1M -XC r k1 c.
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. ^2cp ?a e-'rV/- A' C. 946A ,r?,
Sues ,y-X70 pz-?o F? BOA- F??9-5i? m
nJ Zr..c 0 ? ? . P,? ,?,? ? La 3 ?fI?K?FERo ti/m'?A !.'0?CJL??
2._ oa-6.104; 5 F3dGt a3ca¢Gt SoA'r t.l
3. CpiJS? l/+? ?r r?a?/?c. G/FT s4tr .??p-/? ?;o,?c2??
f?./S?'.u+G? ?/£? vr• ?/Pl G?!'?!f Go,1c2?e oiG ?.s
/i-a/t> h/09o pis
Revised 031?5
Form DCM-MP-1

m.` Describe existing-wastewater treatment facilities.
4. LAND AND WATER 17-:4Lfk-
CHARACTERISTICS
a. Size of entire tract 2.5,2, /Jelc?
b. Size of individual lot(s) a cD Aex-r- Anjo t 'l /?-ezc

c. Approximate elevation of tract above MHW or
NWL // V'V s /t-zzr 1-7-wr- A"lktAl
d. Soil typ e(s) and texture(s) of tract
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.)
o. Describe existing drinking water supply source.
/°Ai"/4-7-Z. ln? GL
e. Vegetation on tract ?er?ss
f. Man-made features now on tract /rkro, -<A'h?
140.00 aFf?rC *-,vg eAX-k+ 1*041X , a H?K £ Q
TQ?tus?c LIFT- sI-.P, 00,0.r RAft, q?lo 3 t?'DOO P?
g. What is the CAMA Land Use Plan land
classification of the site? (C0=uk the local l=%d use plan.)
Conservation Transitional
yl Developed Community
Rura1.. _ Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? L_ Yes No .
(A=ch zar i-g cao F Uance ttrafi.=e, if pphcaale)
j. Has a professional archaeological assessment been
done for the tract? Yes _y,? 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 ., No
I. Are there wetlands on the site? Yes V' No
Coastal (marsh) Other
If yes, has.a delineation been conducted?
(A=ch dacnneruaron, availabie)
5. ADDITIONAL 1'NFORMATTON
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 affe^ted 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 1.1" 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 :accented. 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
Reyk-mi MICK
Form DCM-NIP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project ;to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name # R0L,0 b . 4 ? 0 ll?? 1f t/`,gX-44",
Address 10S,5 G - Vq-a 04-,o S
Phone S PP J C- 4
Name
Address
Phone
Name ????t°?y /?,?o 49Z14-1-19 r- A-Z-0
Address so q !S- 3 - 1(fte- I& av So
Phone SgPOz4 , /-/- 6- ;Z 8'4(,2
2'!4 S42 - 3 3 S
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittR.e-, and issuing dates.

JvU' k1 Z-1 1.70 -5,lu e, x°73--7o
E<'/?1C.r.?./}.? d?1?s !Z?• -,3' 'a- 73 -ao -57- 'F`Fa
• A chhedl: for $250 mane payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to raver the costs of processing the
application.
• 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.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained to the permit.
I certify that to the best of my Imowledge,.the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program 'and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
Proje--t-
I further certify that the information provided in this
application is truthful to the test of my knowledge.
fco
This is the 3 day of --j'A^ I a aoa
Print Name Tin £ S / 0??ec
Signature ? ,? ? _
-r or .Srthorti.r? ?4ger1
Please- indicate attachments per-,wining 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-6 Marina Development
N07T- Please sign and date each a=chment in the
Space provided at the botrom of each form.
Revised 03195
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Erisft Project
LenPth Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat (In'-cJ)
basin
Boat
Tamp
Rock
.groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

a ? .sb z ?

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i
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------------

1. EXCAVATION
a. 'Amount of material to be excavated from below
MHW or NWL in cubic yards 9a5
b. Type of material to be excavated S,e-d0
c. Does the area to be excavated, include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes f No
d. Highground excavation in cubic yards 0
2.. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 0-1
b. Dimensions of disposal area A40 x & o
c. Do you claim title to disposal area?
Yes No -
If no, :attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? 1 Yes No
.If yes, where? p/)
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? CI) Amount of material to be placed in the
i?//d
Yes ? No ?- _ i'`? water
(2) ;`:Dimensions of fill area
f. Does the disposal include any area in the water? `
Yes No - (3) Purpose of fill
material be placed in coastal wetlands
3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands?
Yes v"' No
a. Type of shoreline stabilization
? Bulkhead - Riprap
'f e4 C.y'c s''s'4-
b. Length a SD
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
-0-
e. Shoreline erosion during preceding 12 months
.411?
(source of information)
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled?
?6LV f ?GE
f. Type of bulkhead or riprap material
.g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap D
(2) Bulkhead backfill 4
h. Type of fill material
i. Source of :fill material
b. What type of construction equipment will be used
(for example, dragline, backhoe$I . or hydraulic
dredge)?
Bdc"v- 7V B.g
c. Will wetlands be crossed in transporting equipment
to project site? Yes ;? No
If .yes, explain steps that will be taken to lessen
environmental impacts.
4. `OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes / No

Applicant or Project Name
stnaf6
Date
400 copies of this public document were printed at a total cost of $11.00 or $.03 per copy.
Revised 03/95
Form DCl? -MF-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) V Commercial -Community _ Private
(2) Number A Pr??S q„!o ;9 -1,t1dfs
(3) Length moo" y 'y 0'A 6'
(4) Width e
(5) Finger Piers ? Yes No
(i) Number Ca
(ii) Length L- 0
(iii) Width S
(6) Platform(s) Yes ? No
(i) Number -2
(ii) Length ' ?
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines i/- / ?fe
(9) Width of water body
(10) Water depth at waterward end, of pier at
- MI.W or NWL P`GO?osso .4f ' ^/ G /,7 .
b. Boathouse ('including covered lifts) 111114
(1) Commercial -Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) /V/w
(1) Number
(2) Length(s)
d. 'Breakwater (e.g. wood, sheetpile, etc.) 411,9
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
- •..? ... 'ice ?._...?:.
e. Mooring buoys IV14
(1) Commercial -,Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring;tructure (boatlift, mooring pilings, etc.)
(1) V Commercial -Community _ Private
(2) Number '
Y% rA e-
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ATLANTIC %*WtAWAST& MIATERM?AY s,
}
HEWETT MARINA LLC
B-Var Road, Supply
March 4., 2002
Low-Tide Water Depths

MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cape Fear Marina Village. LLC County New Hanover
Project Number 02 0525 County2
Recvd From DCM Region Wilmington
Received Date 4/5/02 Recvd By Region
Project Type commercial boat dock
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA Waters O Y @ N rF_- 18-74-(61) sC sw 30,617. 0.01 I F_-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 issue 0 ISSue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office Page Number 1
Central Office
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• S 89°10'22' W 1500' 130 cn
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B-VAR ROAD 60 R W ,o

S. R. 1211 `0 0 0
250.77' ALONG R/W 2 ,
TO S.R. 1115 P N 8910 22 E 150,00 ~
EIP EIP EIP OPC B- VAR ROAD S. W S. R. 1211
PHONE BOX LECT. BOX LEGEND:
NIP =NEW IR CHAIN LINK FENCE ~ ON PIPE SET ~ 9M
EIP =EXISTING IRON PIKE FOUND 1 INSIDE LINE ~ ECM =EXISTING CONCRETE MONUMENT
PP =POWER POLE Holden Beoch Bridge Ych Bridge
OPC =OVERHEAD POWER CABLE TBM =TEMPORARY BENCHMARK BATHROOM ~ 4
0, 072 SQ FT Atlantic /ntercoastol Waterway
b 0, 92 ACRES
0 VICINITY MAP (NOT TO SCALE)
2.2D'~
Q1 t. Proposed Bulkhead to b~ .iikheod to be replaced on some alignment.
I; P PUMP HOUSE n a 2. Proposed Dredging will t redging will be done by Bucket to Barge with spoil to be
a ~ N o contained on ro ert i ~ PP P P Y >n property inside silt fence and used as backfill. nger Docks will not exceed 80' setback and no structures
a U ~ o ~ 3. Proposed Finger Docks i ~ m ~ 4 Ci will be constructed withn Eructed within 15' of adjacent property lines.
~ 61.02' 26 873 SQ FT m °
h N ~ 62 ACRES ~ °i o
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x 4 Proposed Silt Fence
DB.1208 PG 1208 B.C.R. Location Noted By x ,-x on Plan View
Silt Fence x
MHW
AIWW Right-of- x ----~ULKHFADx FX/ST1NG NAIL Way line x x 1(y A IN BULKHFAD
- - - - v N 88'23'31' W 151,2'
w
m .a Proposed Bulkhead
e' ~ ~o~~ o ~ - - - ~ axr R ~ -
o \ e' +xa, ~footty o~,t
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80' setbock fr
- _ °m foe 4.2 ' of ` ` - _
Al WW Dredge Channe ` ` _ /
19,88' 19.88' 19.88' 19.88' 19.88 19. 19.98 1988 Proposed XW 4' Depth at
end of Proposed Dodos,

CRAP GRAPHIC SCALE
a ~ 20 40 8 180
ATLANTIC INTRAC A 0 STAL WATERWAY fop of slope
°f A/WW Dred e _ _ 9 Channel
( IN F'EE'T
- H 1 inch = 40 ft. V 1 inch = Oft For Cross Sectlon
Ne we t t Marina LL C a, LLC Proposed Facilities"
7Q73 8- ~ r - ~ _ a Rd. SW centerline of AJWW Or Rd. SW Bulkhead
_ _ edge Channel SU ~ ~~~6 _ PP y ?8462 Travel Lift Slip
Docks
Date. 11312002
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