19980963 Ver 1_COMPLETE FILE_19980929

DIVISION OF COASTAL MANAGEME SEP ?y
FIELD INVESTIGATION REPORT
WHTERT UAL1IiY 11P
1. APPLICANT'S NAME: Rodney Simpkins PROJECT: Mallard Bay Dredging a
2. LOCATION OF PROJECT SITE: Mallard Bay Road, Hampstead, Pender County
Photo Index - I : 26-324 GR Q-15, 16 12$2: 4 171 6 GR W-14, 15
State Plane Coordinates - X:2 412 800 Y: 234 600
3. INVESTIGATION TYPE: CAMA D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Numerous
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: August 12, 1998
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES,
(C) Water Dependent: Yes
(D) Intended Use: Maintenance Dredging
(E) Wastewater Treatment: Existing - Septic Tanks
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - Dredging & Groins
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands excavated
1800 sf
(B) Non-Vegetated Wetlands
Shallow Bottom To Be Dredged
f
30,000s
Bottom To Be Impacted By Rip-Rap 900S
f
Bottom To Be Impacted B Groins 8200 sf
(C) Other
High Ground Disposal Area 2.3 Acres
(D) Total Area Disturbed: Approximately 3.2 Acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicants are proposing to perform maintenance dredging of an entrance
channel, canal and private boat basins fronting their properties. Two wood/rip-rap groins are proposed
along the entrance channel. 150' of rip-rap rock is proposed along the waterward edge of a marsh island.
PAGE 2
9. PROJECT DESCRIPTION: This project is located on Mallard Bay Road, North of the Village of
Hampstead in Pender County. The property can be reached from Highway 17 by turning onto Country
Club Road or Sloop Point Loop Road. The area is just North of Harbor Village Marina, behind
Belevedere Plantation Subdivision. The lots border a small man-made canal off of the Atlantic
Intracoastal Waterway.
Twenty-one private property owners are involved in the project, each one owning a small, residential lot
bordering the canal. These lots are shown as "C" through "18" on sheet 2 of 9 of the project drawings.
Almost all of the lots are developed with houses, out buildings, driveways, landscaping, piers and docks.
The elevation of the land is a few feet above the normal water level. An average size lot is 300' long by
50' wide. The lots are served by individual water supply wells and septic systems.
These 21 property owners are applying to do maintenance dredging of the canal and the channel that
connects the canal to the Waterway (AIWW). In addition, these property owners are applying to
construct two 300' long parallel groins along the entrance channel to help maintain the dredged depth.
The application indicates that the channel and canal were dug through marsh in 1960 and have remained
functional until the last couple of years.
The existing canal on the AIWW side of the properties is used by these residents for water access. The
canal is about 20' wide. Approximately 1100 to 1200 linear feet of the canal is involved in this project.
The existing water depths at low tide are 0 to -1'. The canal has experienced severe shoaling over the
past few years resulting in navigation limitations, especially at low or mid-tides. Coastal wetlands,
Snartina alterniflora marsh, has been growing and migrating onto the sand shoals where the canal meets
the entrance channel. This marsh growth has made navigation from the channel around the corners into
the canal more difficult. The applicants are proposing to move this marsh out of the way and transplant
it in the areas listed as "Transplant Area I" and "Area II" as indicated on Sheet 5 of 9 of the project
drawings.
There are seven small boat basins along the canal in the project area. Most of these basins are also
shoaled in and some are partially colonized in marsh grass. Maintenance dredging of these basins is
included in this project. About 700-1000 square feet of marsh would be excavated in these basin areas.
The existing entrance channel connects the canal with the AIWW. The entrance channel is approximately
20' to 25' wide and 300' long to get to an existing water depth of 4' at low tide. The existing water
depths at low tide are 0 to -3' in the 300' long portion to dredged. According to the applicant, the
Spartina alterniflora marsh is also encroaching or migrating into the channel, causing the open water
channel to be more narrow than it once was. However, no marsh removal is proposed in the area along
the channel. The applicant has proposed the construction of two vertical wooden groins, one on each
side of the channel. The groins are to be located between the existing marsh and the open water with the
intention being to stop the migration of the marsh and help maintain the dredged depth of the channel.
No back fill is associated with the groins. They would be free-standing units. The wooden groins are
being proposed at the neck of the channel near the canal, approximately 50' long. Once the channel
widens somewhat, the applicant proposes to switch from vertical, wooden groins to rip-rap groins which
take more room. The applicant is applying to extend the groin systems a little over 300 from the entrance
to the canal. See sheet 5 of 9 of the project drawings. The 300' length would put the groins in line with
some existing piers to the south of the project as depicted on sheet 2 of 9.
Page 3
Also proposed is placement of rip-rap rock waterward of an existing marsh "island" just north of the
proposed rip-rap groins. This is proposed with the idea that the rock will slow the erosion and migration
of the marsh. Some 150' of marsh shoreline would be involved in this effort. This is shown on sheet
5 of 9. The rip-rap rock would be approximately 6' wide and of sufficient size to remain in place within
the tidal zone.
If the dredging project is accomplished, the canal would be -4' deep at mean low water and the entrance
channel would be -4' at mean low water. The dredging project would be accomplished by use of a
dragline or backhoe on land in conjunction with a bucket and barge in the water. The material to be
dredged is sand and muck. The applicant has calculated that approximately 4400 cubic yards of material
needs to be removed to reach the desired depths of -4' at low tide. The spoil material is to be placed on
the property owner's back yards bordering the canal. Adequate sedimentation measures would be
required to keep the material on site. The spoil material would be stockpiled until sufficient drying
occurred that the material could be spread out over the lots and seeded. The applicant indicates that the
material would be from a few inches to approximately 2 feet deep when spread.
The waters of the AIWW in this area have been designated as Primary Nursery Area by the Division of
Marine Fisheries. There are live shellfish in the area to be dredged and the waters are open to the taking
of shellfish as determined by Shellfish Sanitation. The waters in this area have been classified as SA by
the Division of Water Quality.
10. ANTICIPATED IMPACTS
Possible navigational impacts need to be reviewed in conjunction with the proposal to construction the
300' long groins. To this writer's knowledge, no engineering work has been done relative to the location
of the proposed groins, size of rip-rap, height and slope of the rip-rap, etc. This writer's expertise does
= include being able to evaluate the potential for failure or success of this design. It is unknown
whether these groin structures could cause undue interference with U. S. Army Corps of Engineers'
projects in the AIWW.
Disturbance of the shallow bottom by dredging will likely result in mortality of any and all creatures in
contact with the operation. Turbidity will likely result from the dredging. The dredging will affect about
30,000 square feet of shallow bottom. The rip-rap groins could result in the "filling" of 8200 square feet
of public trust/estuarine waters with rock. As much as 2.3 acres of high ground may be disturbed by the
spoil disposal part of this project. Approximately 1800 square feet of Spartina alte iflora marsh will be
excavated as a result of the dredging proposal. This writer does not recommend that marsh grass be
"replanted" in Transplant Area I, since that area is actively colonizing in marsh on its own. Human
intervention in this area could prove to be more harmful than helpful. Transplant Area II is open to the
AIWW and receives regular overwash from boat wakes. The potential success of establishing or re-
establishing marsh in Area II is unknown.
Janet M. Russell / Wilmington / September 22, 1998
Form DCM-MP-1
CE H V lq"?"
APPLICATI ;?
JUL 2 , X958
(To be completed by all applicants)
1. APPLICANT
a. Landow r:
Name /;
Address-? o o D i0k, ?n 6/eb a fC, ?/?
city State
zip 1-74o q Day Phone /9)-73243
Fax
b. Authorized Agent:
Name
Address
City State
Zip Day Phone
Fax
c. Project name (if any)
N.
NOTE: Permit %Q issued in name of landowner(s), and/or
2. LOCA34ON OF PROPOSED
a.
07??-nrdc r
DIVISION O
COASTAL MANA MENT
b. City, town, community or landm
T'2 -e d
c. Street address or ndaryoad number
/s4 6
d. Is proposed work thin city. limits ok planning
jurisdiction? Yes_ No
Fl. Name of of water nearest project.(e.g. river,
creek, sou , bay) I?_7 LU 40
??AR
3. CRIPTION AND PLANNED USE
OF PROPOSED PROJECT ,
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
J7o tntTi= e ' a-rL
W h A .4 A
b. Is the proposed activity mains nance of exist
project, new work, or both?
c. Will the project be for pu lic, priva a or commercial
use? VAit147 tad. AA/ • w &/6F-its
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more spa as needed please attach
itional pages. lNTEA
A 1-1 At,
?,a /va
Q opt
S i !, 4A
61
,or,
Revised 03/95
Form DCM-MP-1 PM
EICE, HVE
it _? 4 1398
d-1.2 V Icribe existing wastewater treatment facilities.
4. LAND AND WATER DIVISION OF QED
CHARACTERISTICS' COASTAL MANAGEMENT
a. Size of entire tract X201, ,CCAAM/ n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) /`b o wastewater, industrial /commercial effluent, "wa h
t? S"d
down" and residential discharges.)
.uw/e,?-f-' m NICE
C. Approximate elevation of tract above MHW or
NWL &- /0' AtRW
d. Soil type(s) and texture(s of tract
SS7A,Ov d , 1 ?a A so
e. Vegetation op tract " 56 AA
f. Man- m a features now on tract 41 L'S'D
?s??A?l
o. Describe existin5 drinking water supply source.
_T r?dYV iG?u.10- ? 5 ?
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other'
h. How is the tract zoned by local government?
In addition to the completed application form, the
following items must be submitted:
Scc -f Wel Z15s01-d
• 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
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? Y_ Yes No
(Attach zoning compliance cenifiicate, if applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an S 112" by 11" white paper. (Refer to
done for the tract? Yes No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? S is " / detailed description.)
v. ? G ri=m
k. Is the project 'located in a National Registered Please note that original drawings are preferred and
Historic. District or, does it, involve a 'National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes_ No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands ona site? Yes No Engineers regarding that agency's use of larger
Coastal (marsh) f Other drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? requirements and it must be sufficiently detailed to
(Attach doaanentation, if available) guide agency personnel unfamiliar with the area to the
Y4
RevWd 03195
Form DCM-NIP-1
Kl H V
E 0
1 ?? 1998.
Icribe existing wastewater treatment facilities.
4. LAND AND WATER S'EDtI G TAN?s
DIVISION OF
CHARACTERISTICS COASTAL MANAGEME
7
2 h
a. Size of entire tract 17,0 a -"LSLC AM4 /
v
b. Size of individual lot(s) 16 o "0," 5-6 ?
c. Approximate elevation of tract above MHW or
NWL & -- / 0 AM W

d. Soil type(s) and texture(s) of tract
S2± d , ra p.So ;
e. Vegetatign op tract k4KAff"56 AN
? s'f R-< ?v tQw
f. Man-m a features now on tract 41 6--- *'
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local rand use plan.)
Conservation Transitional
Developed Community
Rural Other
How is the tract zoned by local government?
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "w h
down" and residential discharges.) Aoz?r
Alm- aAl _
o. Describe existing drinking water supply source.
zayd vv id ax l W 5
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be sub tted: /
Sc-c ?ANc?mi
• 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.
i. Is the proposed project consistent with the applicable
zoning? _C Yes No
J* (Anadr zoning compliance ceniifncate, if applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by I1" white paper. (Refer to
done for the tract? Yes No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? S G is 8 /detailed description.)
v,
k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic. District or does it involve a 'National only high quality copies'will be accepted. Blue-Iine
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on e site? Yes No Engineers regarding that agency's use of larger
Coastal (marsh) Other drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? requirements and it must be sufficiently detailed to
(!mach docunwnAt?atio n,favailable) guide agency personnel unfamiliar with the area to the
V? 1^
Revised 03195
Form DCM-MP-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.
NameC ff //r,Q?I?Eq ?i s
Address
Phone
D
Soot
V ?
CERT 1:jI-
nE /I AND PERMISSION
1 . .,
COASlTI Q ' : .9'D
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and wi11 be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
(-?f Name
Address 16S" Z?1a4kff 4j_
y y3
Phone f.)_ a.7n -42 3 q
Name k9442 A go,4la;4t
Address 113n &.4//4&1I3?ov gj, ,4&sjc Zj-1 ft,
Phone Tc?/ol ?7D- Vzr9
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check: for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover 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.
I further certify that the information provided in this
application is truthful to the test of my knowledge.
This is the day of -T- 19 Q?.
Print Name
- 4amorized Agent
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 W-6 Marina Development
N01 . Please sign and dare each anachmeni in the
space provided at the bonom of each form.
Revised 03195
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 Pier(s)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes VA
o
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. proin e.g. wood, sheetpile, etc.) Pit QA?
umber
(2) Length(s) 3no CA.
JUL 2 4 1998
DIVISION OF
COASTAL MANAGEMENT
e. Mooring buoys
(1) _ Commercial _ ommunity _ 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
Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community ` Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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
nel
(MLW) r (NWI_)
Canal,
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
3a o ?S /• `f /
1900/ 20 • ? '?

17s RS' 2. c ` f
NIA

300
G-8 •} 4 `

f
.x
FICEIVE
JUL 2 4 1998
DIVISION OF
COASTAL MANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 36
/5'G"•? k?s
b. Type of material to be excavated SO&J * S! Fll
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? ---& Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area S -okAoyJpga
b. Dimensions of disposal area /ooo x /Do
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? Yes _ A No
If yes, where?
Revised 03/95
x
Form DCM-NIP-2
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount of material to be placed in th
Yes ---- No water
V ? Dimensions of fill azea
f. Does the disposal include any area Yes _X- No ( Purpose of fill
JUL 2 4 1998
BIVMON G? Will fill material be placed in coastal wetlanc
3. SHORELINE STABILIZAfIWTAL MANAGEM g$yfh), SAVs or other wetlands?
Yes X_ No
If yes,
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance water-ward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material . P_
-fl
719 V*r
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 63 /
'(2) Bulkhead backfill
f
h. ' Type of fill material Al
i. Source of fill material
(1-) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. Iiow will excavated or fill material be kept on si,
and erosion controlled? Yt /f Fa..&c
b. What type of construction equipment will be use
(for . example, dra I" , backhoe, or hydraul
dredgg
7s' A
c. Will wetlands be cr;,ssed in transporting equipmei
to project site? Yes X_ No
If yes, explain steps that will be taken to lesst
environmental. impacts.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to ite?
Yes No Nl?
Revised 03/95
norm DCM-MP-2 X
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount of material to be placed- in the
Yes _X,_ No water
Dimensions of fill area
f. Does the disposal include any area IV 6
Yes .X_ No ( Purpose of fill
? J U L 2 4 1998
ON O?- Will fill material be placed in coastal wetlands
3. SHORELINE STABILIZATiWTAL MANAGEM9Wf h)' SAVs or other wetlands?
Yes _X No
a Type of shoreline stabilization
Bulkhead i Riprap
b. Lengthl
c. Average distance waterward of MHW or NWL
d. Maximum distance water-ward of MHW or NWL
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material . P_
oZ l rP 14 n1 if 4:- ,2, UQ W_ "-o,
7/z V19?
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 6310-J. -(2) Bulkhead backfill
h. Type of fill material AIM-
P
i. Source of fill material
a. How will excavated or fill material be kept on site
and erosion controlled? • YI V I-
Fa.we ?-
b. What type of construction equipment will be used
(for- "dxample,' dra 1" backh°e, or hydraulic
. dredg ? ? ?e4' /_1
?r -
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes _X 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 ite?
Yes No N
Revised 03/95
SUBJECT: MAINTENANCE DREDGING - CANAL & CHANNEL
DATE: Submission Month: May 1998
L PURPOSE: REQUEST FOR MAINTENANCE DREDGING PERMIT To
maintain an existing 38-year old canal and channel that remained very navigable until
Hurricanes Bertha and Fran.
II. SITE OF PROPOSED PROJECT: On west side of ICWW, just north of the coastal
town of Hampstead, at Buoy Marker 94 at Mallard Bay Road, NC 1566
III. PROPOSED PROJECT:
A. CANAL - (approximately 1100 feet long x 20 feet wide x 4 feet deep at mean low
tide); canal fronts multiple developed residential properties of non-associated
property owners.
B. CHANNEL - (approximately 300 feet long x 25 feet wide x 4 feet deep at mean
low tide); connects the canal listed in III.A. above, with the ICWW. Banks of
channel to the ICWW would be stabilized by heavy riprap.
IV. PARTICIPANTS: a group of individual, non-associated property owners. SEE
enclosed list of participants). Owners are requesting this permitted activity to improve
the functionality and recreational use of the canal and channel. Our goal is to implement
our plan in a manner that will be consistent with sound environmental management and
prudent use of participants' financial investment.
V. ACTION:
A. CANAL - A clamshell dragline, sitting on the mainland, will be used for
maintenance digging in the canal. All spoil from this digging will be deposited in
the yard of the individual property owners. Spoil will be contained by a
specification-installed silt fence for approximately 4 to 5 months. After this
waiting period, spoil will be spread on the property of each individual property
owner and immediately re-seeded. (SEE enclosed drawings for canal project).
B. CHANNEL - A barge with clamshell dragline will be used to perform
maintenance digging in the channel. All spoil will be placed on the barge and
removed to a site selected by the dredger and approved by CAMA. SEE
enclosed drawings and details).
C. REVETMENT / SILL / JETTY - To preserve the channel and help in the
restoration of landmass and marsh grass, a revetment/sill/jetty will be placed on
both sides of the channel. (SEE enclosed drawingsof a x e-lip ?
riprap armor). - r j ' `t
i
DIVISION OF
DREDGING: PERMIT DIALOGUE to accompany Application, May 98 COASTAL. MANN G , -tvk"
SUBJECT: MAINTENANCE DREDGING - CANAL & CHANNEL
DATE: Submission Month: May 1998
Page 2
V. ACTION: continued
D. MARSH GRASS - When the channel and canal (Detail A & B) were effectively
closed by Hurricanes Bertha and Fran, marsh grass quickly sprouted and has
encroached on the original channel and canal. It is proposed that some ( _ sq. ft.)
of the new grass be transplanted to areas designated on Drawing 5 of 8. The net
gain of marsh grass is expected to be at least 2 to 1 in the new areas.
VI. OTHER INFORMATION:
When the channel was dug in 1960 it was dug out through firm marsh. The channel
remained basically functional until heavy weather events such as the great storm of
March'93, new and heavy boating activity at Harbor Village Marina (250 yards S of our
site), and Hurricanes Bertha and Fran.
The NC Highway Department and ASCS aerial photographs (#26-324 dated 11/26/95) show the
channel and canal clearly, from the original digging to the present time. The current appearance,
however, is that of a ditch or river with only one bank. A new right hand bank is necessary, at a
minimum, in order to return the channel to its original depth and control the refilling by sand.
I have held numerous conversations involving the design and wave energy-absorbing
characteristics of the specifically proposed site. (CAMA, COE, MFD, dredgers,
bulkhead builders, construction and geo engineers). While these conversations do not
imply an endorsement by the contacted groups, a great deal of input was gleaned in order
to create the propose es n.
SUBMITTED BY: I L/
DNEY MTKINS,
300 NORTHBROOK DR RALEIGH NC 27609
[phone] [phone]
EFA_nm?
l.?
I' ?1 L A 'J8 ? .?
W lI 4r
DIVISION OF
DREDGING: PERMIT DIALOGUE to accompany Application, May 98 - WT
PERMISSION TO. •DREDGE
f * Y WE. THE UNDERSIGNED, ARE FAMILIAR WITH AND HAVE NO OBJECTION TO THE .
-? t PROPOSED MAINTENANCE DREDGING OF THE MAI;ARD BAY CANAL,
AND. CHANNEL
tir a? ! ACCESS` f t k? g {,: t'^?3 i" W -s L 1 p a t r' t F y ?.?e' 4T ri4 iwr is r [ t 7 rts•' {
k :t '?+. ?.+ P r t` Sr y!} f, '. ?. -4• M_ Y, if'y?t r1 `t ? fT:. S• •1. F trt } .t da 4 ,,'?"'
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'%
i i.yt`? . . -.•: , ...:'? ..-. ^t ??w {tea+Y'x'
z ; s t, AS ^Tf OWNER OF' RECORD OF THE PROPERTY NAMED HEREIN, I GIVE MY PERMISSION`
FOR WORK TO BE DONE ON'AND AROUND SAID PROPERTY AS STATED HEREINt '
?, ? ` _r ?.a8?t-Fn?' "E=rr?`"k ??' , i"7` ?ir .t . ?. -; ti ? t f r 1 1 `S ?' •?- t ui ` .• q r f r \
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tie ?' r?;• t i t '• 4 7c; ?1 , d , ??>t?°kN??ti4r{ryk t 1 , ?" t ? L tit - ti 'y/?','l' `{ 2•
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17.
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>ti r r:
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Rodney Simpkins
300 Northbrook Drive
Raleigh, NC 27609
Dear Mr. Simpkins:
Re: Mallard Bay Dredging
Pender County
DWQ # 980963

orl --)01?
)44-- Y&

On October 16, 1998 the Division of Water Quality sent a letter asking if you
could construct your development by eliminating the riprap. A stated in the October 16
letter, DWQ allowed three weeks from the date of the letter for response. To date, we
have not received the mentioned information regarding this project.
If we do not receive this information by February 10, 1999, your request for the
discharge and fill 0.94 acres of streams and/or wetlands loc ted at Mallard Bay Road in
Pender County will be considered withdrawn.
If you have any questions, please contact John D ey at 919-733-1786.

cc: Wilmington DWQ Regional Office V
Wilmington District Office Corps of Engineers
Wilmington Field Office Corps of Engineers
John Dorney
Central Files
1 101?WAA
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 29, 1999
t*hl
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
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01/07/1999 15:45 910-350-2004
To. John DorneY
)Environmental Sciences Branch
DIVISION OF
NCDENR WIRO
PAGE 01
.# or
Post-It" Fax Note 7671 Datc pages
To ?'-? /L Fmm ?
co./Dept ?O
Phone # Phone #
Fax # Fax #
REVIEWER: S1ERTM s. 494$ 1019118
WQ SUPERVISOR: SHIVER -?
DATE: October 9, 1998
R'ERMMP YII: 98 PERMIT NO.: 980963 COUN`I''X: render
PROJECT NAME: Mallard Bay Rd. HOA/Rodney Simpkins
pRpxECT TY>e`E. dxedge & bulkhead PERM TYPE: CAMA
COS #: N/A DOW: N/A
RCl] FROM CDA: DCM DATE FROM CDA: September 23, 199$
REG OFFICE: WIRO RWM *MD SUB SAMN#:030624
*STREAM OR ADMACENT WATER HODY: AIWW
CLASS: SA STREAM INDEX #: 13-37-(5.5)
*OPEN OR CLOSED: Open
WL IMPACT: yes WL TYI"E: salt marsh
WL REQUESTED: 1840 sf WL ACR EST: N/A
'WL SCORE: NIA. -
MITIGATION: NIA NMGATION TYPE: NIA
MMGA'I'ION SM: NIA RATING SHEET ATTAC EMM: NIA
RECONXMENDATION: DENY
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PR07ECT DESGRIPTxON: The applicants am propo0ing,0 perform maivton"m dredging of an *M=ce
channel, canal & pxivate boat basins fxonting their properties. Two wood/rip-rap groins are proposed along
the entrance chmuel, 150 feet of rip-rap rock is proposed along the waterward edge of a marsh island.
HAIM MET, (401)
CERT. REQ'D: Yes
IF YFS, TYPE: General Certification # 3112 for LAMA Permits
SEWAGE DIM
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PEPJ*U 1 HD BY: N/A
M BY DWQ. IS SITE A'VAELABLE AND PRIZ14T ISSUANCE PROBABLE: N/A
AREA OF FILL - WATER: NIA WETLAND: NIA
IS FILL ELUMNATING A SIGNINCANT USE7 NIA
D1rFMM
IS DREDGING ACTMTY F"ECTFD TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes, but I'm not so sure they want it in their back
yards covering the good V= they already bavc.
01/07/1999 15:45 910-350-2004 NCDENR WIRO PAGE 02
980963.oct
Wage Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: NIA MARINA SERVICES: NIA.
OXYGEN IN BASIN: NIA CLOSURE OF SHELLPISHING WATERS: NIA
(ATTACH A MARINA USE ATTAINABELITY EVAL.)
RECOMMENDED CONDMONS OR MM IT RK5 T TIM! It is difficult for this office
to make a decision on the impact of the rip-rap groins extending out into the waterway (albeit in
line with existing piers). Not enough information is given in the application to give this office
confidence that the rip-rap groins into the waterway will not cause problems in blocking currents,
eliminating the existing uses as a PNA and that the groins will not be dangerous to small boats
on the waterway. This office strongly suggests they eliminate the 150 feet of rip-rap rock
proposed along the waterward edge of a marsh island from the plan. Or provide additional
information to allow au adequate assessment of the impacts. of these groins to the PNA, area 'and
boat traffic. _
This office has no objection to, the maintenance dredging and proposed wood bulkheads for the
project and would also recommend that the wood bulkheads be situated so that the entrance to the
channel is wider.
That the project be done in such a manner so as to not cause turbidity outside the immediate
contraction area to exceed 25 NTU.
** This plan has not beau engineered by a PE and this office is concerned that not enough
coDsidelation was given to the potential impacts of such a long groin into the waterway.
cc: Central Flies - John Dorney
'wilmin$ton; &glpOf,ce Piles
_r
DCM- Janet Russell
John Parkox
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
•
A 4
NC ENR
omm
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 16, 1998
DWQ Project # 980963
Pender County
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Rodney Simpkins
300 Northbrook Drive
Raleigh, NC 27609
Dear Mr. Simpkins:
The Division of Water Quality has reviewed your plans to dredge and fill 0.94 acres of streams and/or wetlands
located at Mallard Bay Road in Pender County for groin construction and shoreline stabilization. Based on this review,
we have identified significant uses, which would be removed or degraded by this project. These uses are Primary
Nursery Area aquatic life uses. Furthermore, insufficient evidence is present in our files to conclude that your project
must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless
modifications of the proposal are made as described below, we will have to move toward denial of your 401
Certification as required by 15A NCAC 2H.0507(e) and will place this project on hold as incomplete until we receive
this additional information once we receive this information, our processing time will start. Until we receive additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on
administrative hold.
Please provide us with information supporting your position that states your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you
construct your development by eliminating the riprap? Any documentation such as maps and narrative that you can
supply to address alternative designs for your project may be helpful in our review of your 401 Certification.
Please respond within three weeks of the date of this letter by sending a copy of this information to me and one
copy to Ms. Joanne Steenhuis Wilmington Regional Office at 127 Cardinal Drive Extension Wilmington NC 28405. If
we do not hear from you in two weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn. I can be reached at 919-733-1786 if you have any questions.
Tn Dorney
Quality Certifi ati Program
cc: Wilmington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Wilmington Field Office Corps of Engineers
John Parker; DCM
980963.nty
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535,p Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

. To:
John Dorney
Environmental Sciences Branch
DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
REVIEWER: STEENHUIS x-15 10 /qP6
WQ SUPERVISOR: SHIVER
DATE: October 9, 1998
OCT 151998
WETLAN- p??f; ....
NL'?iEl1?1UTYEC rp,
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 98 PERMIT NO.: 980963 COUNTY: Pender
PROJECT NAME: Mallard Bay Rd. HOA/Rodney Simpkins
PROJECT TYPE: dredge & bulkhead PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: September 23, 1998
REG OFFICE: WiRO RIVER AND SUB BASIN#:030624
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA STREAM INDEX #: 18-87-(5.5)
*OPEN OR CLOSED: Open
WL IMPACT: yes WL TYPE: salt marsh
WL REQUESTED: 1800 sf WL ACR EST: N/A
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: DENY
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicants are proposing to perform maintenance dredging of an entrance
channel, canal & private boat basins fronting their properties. Two wood/rip-rap groins are proposed along
the entrance channel. 150 feet of rip-rap rock is proposed along the waterward edge of a marsh island.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification # 3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes, but I'm not so sure they want it in their back
yards covering the good grass they already have.
T
t6loct
Pa e Two
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.)
N RESTRICTIONS: COMMENDED CONDMONS OR MEMIT It is difficult for this office
to make a decision on the impact of the rip-rap groins extending out into the waterway (albeit in
lire with existing piers). Not enough information is given in the application to give this office
confidence that the rip-rap groins into the waterway will not cause problems in blocking currents,
eliminating the existing uses as a PNA and that the groins will not be dangerous to small boats
on the waterway. This office strongly suggests they eliminate the 150 feet of rip-rap rock
pr posed along the waterward edge of a marsh island from the plan. Or provide additional
information to allow an adequate assessment of the impacts of these groins to the PNA area and
bo t traffic.
office has no objection to the maintenance dredging and proposed wood bulkheads for the
ct and would also recommend that the wood bulkheads be situated so that the entrance to the
;gel is wider.
Lt the project be done in such a manner so as to not cause turbidity outside the immediate
struction area to exceed 25 NTU.
** This plan has not been engineered by a PE and this office is concerned that not enough
co: sideration was given to the potential impacts of such a long groin into the waterway.
Central Files - John Dorney
Wilmington Regional Office Files
DCM- Janet Russell
John Parker
1.
2.
3.
4.
5.
6.
7.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Rodney Simpkins PROJECT: Mallard Bay Dredging Project
LOCATION OF PROJECT SITE: Mallard Bay Road, Hampstead, Pender County
Photo Index -1995: 26-324 GR Q-15, 16 IM: 4 171 6 GR W-14, 15
State Plane Coordinates - X:2 412 800 Y: 234 600
INVESTIGATION TYPE: CAMA D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - Numerous
Was Applicant Present - Yes
PROCESSING PROCEDURE: Application Received - cc: August 12, 1998
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County Land Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES,
(C) Water Dependent: Yes
(D) Intended Use: Maintenance Dredging
(E) Wastewater Treatment: Existing - Septic Tanks
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - Dredging & Groins
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION:
[AREA]
nDLnr-l n T." r r.T l?rr.rrr i.
F ) Vegetated Wetlands excavated
1800 sf
( ) Non-Vegetated Wetlands
Shallow Bottom To Be Dredged 30,000s
f
Bottom To Be Impacted By Rip-Rap 900S
f
Bottom To Be Impacted B Groins 82p0 sf
Q Q Other
High Ground Disposal Area 2.3 Acres
(D) Total Area Disturbed: Approximately 3.2 Acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicants are proposing to perform maintenance dredging of an entrance
ch el, canal and private boat basins fronting their properties. Two wood/rip-rap groins are proposed
along the entrance channel. 150' of rip-rap rock is proposed along the waterward edge of a marsh island.
PAGE 2
9. Pf OJECT DESCRIPTION: This project is located on Mallard Bay Road, North of the Village of
Hamp tead in Pender County. The property can be reached from Highway 17 by turning onto Country
Club Road or Sloop Point Loop Road. The area is just North of Harbor Village Marina, behind
Belev ere Plantation Subdivision. The lots border a small man-made canal off of the Atlantic
Intrac astal Waterway.
Twen1 -one private property owners are involved in the project, each one owning a small, residential lot
borde ' g the canal. These lots are shown as "C" through "18" on sheet 2 of 9 of the project drawings.
Ze0e] ; t all of the lots are developed with houses, out buildings, driveways, landscaping, piers and docks.
evation of the land is a few feet above the normal water level. An average size lot is 300' long by
50' wide. The lots are served by individual water supply wells and septic systems.
These• 21 property owners are applying to do maintenance dredging of the canal and the channel that
connects the canal to the Waterway (AIWW). In addition, these property owners are applying to
cons t? ct two 300' long parallel groins along the entrance channel to help maintain the dredged depth.
The a lication indicates that the channel and canal were dug through marsh in 1960 and have remained
functional until the last couple of years.
The e '=bout20' g canal on the AIWW side of the properties is used by these residents for water access. The
canal 'wide. Approximately 1100 to 1200 linear feet of the canal is involved in this project.
Thee 'sting water depths at low tide are 0 to -1'. The canal has experienced severe shoaling over the
past i:ew years resulting in navigation limitations, especially at low or mid-tides. Coastal wetlands,
alterniflom marsh, has been growing and migrating onto the sand shoals where the canal meets
the entrance channel. This marsh growth has made navigation from the channel around the corners into
the ca more difficult. The applicants are proposing to move this marsh out of the way and transplant
it in he areas listed as "Transplant Area I" and "Area H" as indicated on Sheet 5 of 9 of the project
are seven small boat basins along the canal in the project area. Most of these basins are also
t in and some are partially colonized in marsh grass. Maintenance dredging of these basins is
d in this project. About 700-1000 square feet of marsh would be excavated in these basin areas.
The e 'sting entrance channel connects the canal with the AIWW. The entrance channel is approximately
20' ti 25' wide and 300' long to get to an existing water depth of -4' at low tide. The existing water
depths at low tide are 0 to -3' in the 300' long portion to dredged. According to the applicant, the
ora marsh is also encroaching or migrating into the channel, causing the open water
chan7.h more narrow than it once was. However, no marsh removal is proposed in the area along
the cThe applicant has proposed the construction of two vertical wooden groins, one on each
side c nnel. The groins are to be located between the existing marsh and the open water with the
inteng to stop the migration of the marsh and help maintain the dredged depth of the channel.
No b is associated with the groins. They would be free-standing units. The wooden groins are
beinged at the neck of the channel near the canal, approximately 50' long. Once the channel
wider hat, the applicant proposes to switch from vertical, wooden groins to rip-rap groins which
take r m. The applicant is applying to extend the groin systems a little over 300 from the entrance
to the See sheet 5 of 9 of the project drawings. The 300' length would put the groins in line with
some piers to the south of the project as depicted on sheet 2 of 9.
Page 1 3
Also proposed is placement of rip-rap rock waterward of an existing marsh "island" just north of the
prop(sed rip-rap groins. This is proposed with the idea that the. rock will slow the erosion and migration
of the marsh. Some 150' of marsh shoreline would be involved in this effort. This is shown on sheet
5 of ). The rip-rap rock would be approximately 6' wide and of sufficient size to remain in place within
the ti al zone.
If the dredging project is accomplished, the canal would be -4' deep at mean low water and the entrance
chars el would be -4' at mean low water. The dredging project would be accomplished by use of a
drag] ine or backhoe on land in conjunction with a bucket and barge in the water. The material to be
dredged is sand and muck. The applicant has calculated that approximately 4400 cubic yards of material
need-, to be removed to reach the desired depths of -4' at low tide. The spoil material is to be placed on
the F roperty owner's back yards bordering the canal. Adequate sedimentation measures would be
requi ed to keep the material on site. The spoil material would be stockpiled until sufficient drying
oectu red that the material could be spread out over the lots and seeded. The applicant indicates that the
mate: 'al would be from a few inches to approximately 2 feet deep when spread.
The
of
the
10
ters of the AIWW in this area have been designated as Primary Nursery Area by the Division of
Fisheries. There are live shellfish in the area to be dredged and the waters are open to the taking
fish as determined by Shellfish Sanitation. The waters in this area have been classified as SA by
ision of Water Quality.
ANTICIPATED IMPACTS
Possible navigational impacts need to be reviewed in conjunction with the proposal to construction the
300' ong groins. To this writer's knowledge, no engineering work has been done relative to the location
of th proposed groins, size of rip-rap, height and slope of the rip-rap, etc. This writer's expertise does
= i clude being able to evaluate the potential for failure or success of this design. It is unknown
whet er these groin structures could cause undue interference with U. S. Army Corps of Engineers'
proje is in the AIWW.
Dis ance of the shallow bottom by dredging will likely result in mortality of any and all creatures in
con t with the operation. Turbidity will likely result from the dredging. The dredging will affect about
30,0( square feet of shallow bottom. The rip-rap groins could result in the "filling" of 8200 square feet
of pu lic trust/estuarine waters with rock. As much as 2.3 acres of high ground may be disturbed by the
spoil disposal part of this project. Approximately 1800 square feet of Snartina 1 erniflora marsh will be
excac ated as a result of the dredging proposal. This writer does not recommend that marsh grass be
"replanted" in Transplant Area I, since that area is actively colonizing in marsh on its own. Human
inter ention in this area could prove to be more harmful than helpful. Transplant Area II is open to the
AIW and receives regular overwash from boat wakes. The potential success of establishing or re-
,.stab 'shing marsh in Area II is unknown.
Janet M. Russell / Wilmington / September 22, 1998
Form E C141-NIP-1
1.
a
APPLICATI HIV
`?
J?JL 2 `i7 "33E
(To be completed by all applicants)
DIVISION OF
COASTAL MANAGEMENT
b. City, town, community or landmark
Ac?t? `
Name Address
City- State
o -o2d?in? ?
2
Zip 760 ? Day Phone P -7?'7--3293
Fax
b. Authorized Agent-
Nam e
Add
City
Zip
Fax
Day Phone
State
C. Prc je?t name (if any) #14#h sec( BA f?j .
Pernct will be issued in naw of landowner(s), and/or
c. Street address ors ndary road number
2-1
d. Is proposed work within city limits of planning
jurisdiction? Yes _X_ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) - /I o W "
C????.dd=7l?AR
I DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
" %15
inTF c? 2 I" a-n 6
4 N as .d' i" s T(?r A'?gl
?tv tv i,Ov A y ,4,
,?'i/ M?k1 •'?NNC??j
b. Is the proposed activity maint nance of ezis
project, new work., or both?
c. Will the project be for pu Iic, private or commercial
use? Id iV4_"d e- ?.AEd e y
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more spa a js needed please attach
ad, ditional pages-
2. LO A
,
C TION OF PROPOSED
PRCJECT a C--R- e ? 4F-P-5'
a. Count ?C??1lG7C?
Revised
Form DCIHI-W-1
4. LAIN AND WATER
CHARACTERISTICS
7,
V J tribe existing wastewater treatment facilities.
DIVISION OF ti'c TA,yIs,
COASTAL MANAGEMENT
a. Size o entire tract /Zoa n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size o individual lot(s) /b C, 4,k? S-s wastewater, industrial/commercial effluent, "w h
down" and residential discharges.)
c. Appr ximate elevation of tract above MHW or .???? A N/c,
NWL &- ritKN
d. Soil tl e(s) and textur s of tract o. Describe existing drinking water supply source.
So?/ di'd' ua-/ W L6?
e. Veget tti/on 0 tract k4w Ac-#4 ,4N `
s! 4-( A;
f. Man-t a features now on tract e4ln G-'S ?-
??? ?? F -a Lau ( ?b 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult Me local land use Plan.) In addition to the completed application form, the
following items must be sub tted: /
c Conservation Transitional SCC TANS ?uSS
Developed Commtmity A copy of the deed (with state application only) or
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How i the tract zoned by local government? 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
i. Is the i roposed proj---t consistent with the applicable from the owner to carry out the project.
zoning;? ?_ y? No applicable) A? ( n O11"g compliance es ?"TI'??• if No
0 An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 12" by I1" white paper. (Refer to
done t r the tract. Yes No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom U, S Cis D /suedetailed description.)
k. Is the project located in a National Registered Please note that original drawings are preferred and
Histodc. District or does it involve a National only high quality copies'will be accepted. Blue-line
Regist r listed or eligible property? prints or other larger plats are acceptable only if an
Yes - No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are th re wetlands on a site? Yes No Engineers regarding that
Coal (marsh) - agency's use of larger
) Other drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? requirements and it must be sufficiently detailed to
(Azzach , cunwwarion, favagaaL-) guide agency personnel unfamiliar with the area to the
Revised
Form Drh1-'tfP-1
site. I Include highway or secondary road (SR)
numb Ors, landmarks, and the like.
• A Sto water Certification, if one is necessary.
• A list of the names and complete addresses of the
adjaG t waterfront (riparian) landowners and
signet return receipts as proof that such owners
have received a copy of the application and plats
by tired 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
furthe certifies that such notice has been provided.
Name C ?^A1 .6- s?
Phone
f _
Name
Address 2-a
S Q-91 i?J 2 PY
Phone 2,7n-4z 3u y3
?? ? . Sao I,
r.
rCE 1R?T, CATION AND PERMISSION
COAS f$?A!Q?-i -D
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subj= to conditions
and restrictions contained in the permit.
I cetrtity that to the best of my lmowledge, 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 fo
project llow-up monitoring of the
.
Name ?oI I further
is certify truthful that to the i the best of information
Address in this
Name .") / /y1 ,r;//i4 , l S,?v 12.P i
my lmowlprovidededge.
7n - LBY .
Phone 7
19 ° A list o previous state or federal permits issued for inns is the
? day of 19 ??.
work o: the proie: t tract. Include permit numbers, print Name
pe?tnittland issuing dates.
v??•r
t
• A check for $250 made payable to the Denarunent of
Environment, Health, and Natural Resources
(DEHNI ) to cover the costs of processing the
applicati n.
• A sign AEC hazard notice for proiects in
oceanfro t and inlet areas.
° A state ent of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If thi proje,^t involves the expenditure of public
funds or use of public lands, attach a statement
documernling compliance with the Noah Carolina
Environ ental Policy Art.
Sianatu
- y -CdAgmJ
Please indicate attachments pe7taining to your proposed
project. .
DCM MP-2 Excavation and Fill Information
DCM M9-3 Upland Development
DCM MP-? Structures Information
DCM MP-5 Bridges and Culverts
DCM M2-5 Marina Development
NOIr--: Plence sign and sate ea;h attachmens in the
apace provided ai the bor:om of each form.

Reriud o3/a
Form VCIvi-NIP-2
EXC AVATION,
A-N-D FILL
•
(Facet bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit Form DCM-MP-1. Be sure to complete all
othersections of the Joint Application that relate to this
p?opos project.
Descrilbe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Lencth Width TI nth n...•x
Q r (NVr-)
Canal,
Boat ;
basin I
Boat
ramp
Rock
gro,
in
Rock
breakwater
Other

/.200 20 . ?f ?-

,2S' Z& . S 4
171' PS
A11A

300-8

<ti
....... : b u. ....9
r: -ttx„ :: •

<?, /??oro.
acs' /

X
JUL 2 V 190 v
DIVISION OF
COASTAL MANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 3G/S-C'? y
S.
b. Type of material to be excavated S??
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? -_& Yes No
d. Highground excavation in cubic yards
DISPOSAL DISPOSAL OF EXCAVATED
MATER TA T
a. Location of disposal area UA?Scs? /?Mvc?aGUs
b. Dimensions of disposal area 1000 /A /00 /
c. Do you claim title to disposal area?
.X_ Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised
Form DCN1-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead y Riprap
b. Length / rb
c. Average distance waterward of MHVt' or NWL
v ?
d. Maximum distance waterward of M1-1W or NIVL
e
Shoreline erosion during preceding 12 months
y =?.
(Source of inlorrwrion) t-f • f ^ ?'% ?- 0t ,P_ bJ I
19? 4 C:: IV
f. Type of bulkhead or riprap material
/7?r4f? -- y??u !r cT 6? I ! I y ?.
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 5-0 ,
'(2) Bulkhead backfill
h. Type of fill material /V1
i. Source of fill material l 1,4
4. OTHER FILL ACTIVITIES
DMS:ON O
If Yes, G..JA.STAL UTANAGEMFN-1_
(1) Amount of material to be p aced in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GE_NER-AL
a. How will excavated or fill material be kept on site
and erosion controlled?
b
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be crassed in transporting equipment
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
(Excluding Shoreline Stabilization) Applicant or Project Name
a. ti'ill fill material be brought to site?
Yes No
signatures
Date
Revised 03!95
ty
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Maj

Permit, or
Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
'
this proposed project.
a. Doc k(s) and/or Pier(s)
(1) _. Commercial -Community
Private
(2) -
Number
(3) Length
(4) Width
(5) Finger Piers Yes o
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin e.g. wood, sheetpile, etc.) Qir
(1) Number Z
(2) Length (s) ?,ne
C pl? H V E
JUL 2 4 1998 D
DIVISION OF
COASTAL MANAGEMENT
e. Mooring buoys
(1) Commercial _ ommunity _ 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 structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give conplete description)
SUBJECT: MAINTENANCE DREDGING - CANAL & CHANNEL
DATE: Submission Month: Mav 1998
L PURPOSE: REQUEST FORAWNTENANCE_DREDGING PERMIT To
maintain an existing 38-year old canal and channel that remained very navigable until
Hurricanes Bertha and Fran.
H. SITE OF PROPOSED PROJECT: On west side of ICWW, just north of the coastal
town of Hampstead, at Buoy Marker 94 at Mallard Bay Road, NC 1566
III. PROPOSED PROJECT:
A. CANAL - (approximately 1100 feet long x 20 feet wide x 4 feet deep at mean low
tide); canal fronts multiple developed residential properties of non-associated
property owners.
B. CHANNEL - (approximately 300 feet long x 25 feet wide x 4 feet deep at mean
low tide); connects the canal listed in III.A. above, with the ICWW. Banks of
channel to the ICWW would be stabilized by heavy riprap.
IV. PARTICIPANTS: a group of individual, non-associated property owners. SEE
enclosed list of participants). Owners are requesting this permitted activity to improve
the functionality and recreational use of the canal and channel. Our goal is to implement
our plan in a manner that will be consistent with sound environmental management and
prudent use of participants' financial investment.
V. ACTION:
A. CANAL - A clamshell dragline, sitting on the mainland, will be used for
maintenance digging in the canal. All spoil from this digging will be deposited in
the yard of the individual property owners. Spoil will be contained by a
specification-installed silt fence for approximately 4 to 5 months. After this
t waiting period, spoil will be spread on the property of each individual property
owner and immediately re-seeded. (5EE enclosed drawings for canal project).
B. CHANNEL - A barge with clamshell dragline will be used to perform
maintenance digging in the channel. All spoil will be placed on the barge and
removed to a site selected by the dredger and approved by CAMA. SEE
enclosed drawings and details).
C. REVETMENT / SILL / JETTY - To preserve the channel and help in the
restoration of landmass and marsh grass, a revetment/sill/jetty will be placed on
both sides of the channel. SEE enclosed drawing x,=1 a a
riprap armor).
l:tE??I?IOi i G;-
DREDGING: PERMIT DIALOG UEto accompany Application. Mai 98 COAS A 1 MAN 1.
SUBJECT: MAINTENANCE DREDGING - CANAL & CHANNEL
DATE: Submission Month: Mav 1998
Page 2
V. ACTION: continued
D. MARSH GRASS - When the channel and canal (Detail A & B) were effectively
closed by Hurricanes Bertha and Fran, marsh grass quickly sprouted and has
encroached on the original channel and canal. It is proposed that some ( _ sq. ft.)
of the new grass be transplanted to areas designated on Drawing 5 of 8. The net
gain of marsh grass is expected to be at least 2 to 1 in the new areas.
N'I. OTHER INFORMATION:
When the channel was dug in 1960 it was dug out through firm marsh. The channel
remained basically functional until heavy weather events such as the great storm of
March '93, new and heavy boating activity at Harbor Village Marina (250 yards S of our
site), and Hurricanes Bertha and Fran.
The NC Highway Department and ASCS aerial photographs (#26-324 dated 11/26/95) show the
channel and canal clearly, from the original digging to the present time. The current appearance,
however, is that of a ditch or river with only one bank. A new right hand bank is necessary, at a
minimum, in order to return the channel to its original depth and control the refilling by sand.
I have held numerous conversations involving the design and wave energy-absorbing
characteristics of the specifically proposed site. (CAMA, COE, MFD, dredgers,
bulkhead builders, construction and geo engineers). While these conversations do not
imply an endorsement by the contacted groups, a great deal of input was gleaned in order
to create the propose es n.
SUBMITTED BY:
DNEY . IMPKINS,
300 NORTHBROOK DR_ RALEIGH NC 27609
[phone] [phone]
---V 7,?
D I V I S I ON G?
DREDGING: PERMIT DIALOGUE to accompany Application. Mal,, 9R t.'?" ^ L I r-t? t T
operation dredge
Subject: operation dredge
Date: Sun. 10 May 1998 12:45:50 -0400
From: Ingrid Britz-Averkamp <[e-mail]>
To: "Dana" <[e-mail]>
Hi Y'all
too bad to hear that you might not make it this summer. We would really
love to see you here - you are always very welcome to stay in our home!
Hope we see you some other time
over here, it is really worth the trip and the return flights are getting
less expensive. Do you know about Miles' & Cindy's plans to come to Europe?
How are they?
Thanks for keeping us up to date: You can assure Rodney that we are
interested in dredging -
\it will be good to have a clear CAMA-statement on this. In case we have to
sign a form,
just fax it to-++49 89 17 99 81 98. Otherwise we will appreciate if you
could sign for us.
A year to dry for the sludge sounds like a long time. Will they spread the
stuff right away into the right place? e.g. create a nice shoulder towards
the water and render part of the ground even - instead of a slope, as it is
now. We would be glad to get some estimates about cubic footage that they
intend to pump out. And there is still the question of dredging depth at
mean low tide (4ft is nice, 8ft is safer).
We all should also investigate with a gardener or lawn specialist if we
could roll or cut the
existing sod or put new one on top the sludge and how long it will take
until it will be useable.
We definitely would like to see some of that solid St. Augustine grow again
soon, like all of you,
don't you?
We are glad that you are all well and things are going on. We often think
of you and the nice Mallard "paradise" and we hope to visit you soon and do
some work around the house. After all, we are also getting some sunny &
warm weather. Did you see Astrid when she visited Wilmington on a business
trip?
Best regards.
Peter & Ingrid
A
B C F z V?
JUL 2 4 1998 D
DIVISION OF
COASTAL MANAGEMENT
]of]
6/19/98 10:20 AM
EOLAIVE `
I ERMISSION TO DREDGE
+RE WE FAMILIAR WITH AND HAVE NO OBJECTION TO THE
CI? E DREDGING OF THE MALLARD BAY
CANAL AND -CHANNEL
?F C ACCESS.'.
?. Y"?t?C.! •, i?i,.? ? ?'? 1 ? '? .t ?`_ '? ? ? .. ,? ? t ?., { .,. i +? ? le/?Y'_YL 1a ?r ?? ,? f'u?' :
- w •'t y'. '.'.??f }:i^. '"y t h. G ?r: rY.?, a. .. .?'??f ??.. , i ? y.. ? ? -'. "?. , ..Y .N. r• `F? i ?, 1. = ?
'Y AS..TIIE.OWNER OF RECORD OF THE PROPERTY NAMED HEREIN, I GIVE MY PERMISSION
.? FOR WORK TO BE DONE ON AND AROUND SAID PROPERTY AS STATED CHEREIN` 4

I
?

2
.

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6 7
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+ >r PERMISSION TO.DREDGE
s c?iytiOtF
{?V t C1 a .? ca y r
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r v? MANAGEMENT,,,...,,,
Co -UNDERSIGNED,`ARE FA
, MII.IAK wrrH SAND HAVE NO OBJECTION
PROPOSED MAINTENANCE DREDGING OF THE MALARD BAY CANAL;'AND CHANNEL `
FI ,S Y ?(" •4 (" • 1
t) `'? `('r ,'; 1 ?-4((, 5{.-•r l ?v rAr ? , ...t ? d' _ , y? ` S t .r ?, y. -J? r .'tr'y-`v 1
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THE OWNER OF RECORD OF THE PROPERTY NAMED HEREIN, I GIVE MY PERMISSION
,FOR WORK TO BE DONE ON AND' AROUND SAID PROPERTY AS STATED HEREIN+
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