19930068 Ver 1_COMPLETE FILE_19930223

State-of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street * Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor February 25, 1993 Jonathan B. Howes, Secretary
A. Ray Richardson
President
Masonboro HOA
5518 Captains Lane
Wilmington, N.C. 28409
Dear Mr. Richardson:
Subject: Proposed fill in Wetlands or Waters
Discharge of return water from upland diked disposal
site.
New Hanover County
Project # 9306892466
Upon review of your request for 401 Water Quality
Certification to place fill material in waters which are
tributary to Masonboro Sound for return water discharge located
at Captains Lane in New Hanover County, we have determined that
the proposed fill can be covered by General Water Quality
Certification No. 2668 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 16.
If you have any questions, please contact John Dorney at
919-733-1786.
Sincerely,
V ?-??\' ?J? shy ? ?
Jreston'?owar Jr. P.E.
93068.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, Division of Coastal Management
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
e ? VNt •?
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James B. Hunt, Governor
Jonathan B. Howes, Secretary
January 26, 1993
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Mr. A. Preston Howard, P.E., Acting Director
Division of Environmental Management
John R. Parker, Chief
Major Permits Processing Section
CAMA/DREDGE & FILL Permit Application Review
Masonboro Homeowners Association
Roger N. Schecter
Director
Project Location: Masonboro Landing boat basin at the east end of Captains Lane
Proposed Project: dredge a man-made boat basin to the depth of -6' mean low water
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 15, 1993. If you have any questions regarding the proposed project,
please contact Tere Barrett at extension 246. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNS d DATE -?'
127 C"11-
udi 1 Drive Extension, Wilmington, N.C. 28405-3845 • Tcicphonc 919-395.3900 0 Fax [phone](34
An Ecual opportunity Affirmative Action Employer
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGS
WQ SUPERVISOR: ADKIN
DATE: February 15, 1993
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 93 PERMIT NO.:93068 COUNTY: New Hanover
PROJECT NAME: Masonboro Homeowners Association
PROJECT TYPE: Dredging PERMIT TYPE: LAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: January 27, 1
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624
*STREAM OR ADJACENT WATER BODY: Masonboro Sound
CLASS: SA ORW STREAM INDEX #: 18-87-25.7
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
HYDRO CNECT?: N/A WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
u

PROJECT DESCRIPTION: The applicant proposes to dredge a man-
made basin to a depth of -6' MLW.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification # 2668 for Dredge Spoil
Dewatering.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, 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 N/A
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?.
SEWAGE DISPOSAL: N/A MARINA S]FRVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARIN9 USE ITTAINABILITY EVAL.)
93068.Feb
Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-T. Barrett
John Parker
t__ _ . A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Masonboro Homeowners Association
2. LOCATION OF PROJECT SITE: The project is located in the Masonboro Landing boat
basin adjacent to Masonboro Sound at the east end of Captains Lane in New Hanover
County.
Photo Index - 1989:4-178-23 Grid 7-j,k 1984:17-217 Grid 4-n,o
State Plane Coordinates - X: 2344600 Y: 145200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11 /23
Was Applicant Present - No (unable to contact)
5. PROCESSING PROCEDURE: Application Received - cc:1 /25/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW/PT
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Community Marina
Planned -Same
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Shallow Bottom
High Ground 2528 cu.yd.
135,000 s.f.
(D) Total Area Disturbed: 3.5 ac.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: NO
8.
PROJECT SUMMARY: The applicants propose to dredge a man-made boat basin to the
depth of -6' mean low water.
.?
Masonboro Homeowners Association
Page 2
9. PROJECT DESCRIPTION 1/25/93
The project is located at the end of the dirt road extension of Captain's Lane, off of
S.R. 1492 in New Hanover County. There is an existing boat basin and access
channel that were permitted in 1985. These facilities serve the residents of
Masonboro Landing Subdivision.
The boat basin is adjacent to Masonboro Sound. The waters of the sound are
classified as SA-ORW. The Division of Marine Fisheries has designated the area as
Primary Nursery, and has closed the waters to the taking of shellfish. New
Hanover County has classified the area as Conservation.
The dirt road to the boat basin stretches through the coastal marsh. There is one
residential structure at the end of this road which is not in the Masonboro Landing
Subdivision. The basin is stabilized by bulkhead on the south and west sides.
The bulkhead continues for 32' in a northerly direction at the mouth of the basin
acting as a breakwater. The last 25' extension of this structure shown running
east on the plats no longer exists. The north side of the basin was originally a
mitigation area. There is a fringe of Spartina alterniflora surrounding mixed coastal
marsh, becoming homogenous Spartina alterniflora on the north side of the berm.
There are currently 12 slips in this basin, which is not proposed to change. The
basin was originally permitted for a 5' dredge depth. The current depth in the
basin ranges from -1' mlw to -2' mlw. Current soundings in the access channel
show depths ranging from -2' mlw to -6' mlw.
The applicant is proposing to dredge the basin, 217' x 62', to a depth of -6'mlw.
The access channel, 103' x 30', is proposed for this same depth. The adjacent
waters are -6'mlw. There are no wetlands within the dredge area.
The project is intended to be accomplished hydraulically, and the spoil pumped
approximately 1000' across the AIWW to a U. S. Army Corps of Engineer's spoil
site. There is a letter on file from the Corps giving permission for use of their spoil
area. Verbal approval has been obtained from the owner of the island for its use;
however, written permission is pending.
The spoil disposal area is 450' x 300' with an. 8' dike wall. There will be a settling
basin installed, with an effluent pipe extending to mean low water. This spoil area
will accommodate 40,000 cubic yards of material. At the proposed dimensions,
the project will produce approximately 2528 cubic yards of material. According to
the applicant, the spoil material should be composed of 30% sand, and 70% silt.
Masonboro Homeowners Association
Page 3
10. ANTICIPATED IMPACTS
The proposal for maintenance dredging would disturb approximately 16,544 square
feet of previously disturbed bottom. This would remove approximately 2528 cubic
yards of sand and silt. It is to be expected that this activity would cause
temporary increases in turbidity.
The spoil material will be placed on approximately 3.1 acres of high ground, and
contained behind dike walls. The settling basin will prevent the flow of solids into
adjacent waters.
Submitted by: T. Barrett Office: Wilmington
Please type or print. Carefully describe all an- d. Describe the planned use of the project.
ticipated development activities, including construc- CoL"C! ?-x =© ??-K IK)r4
tion, excavation, filling, paving, land clearing, and
CL ??`?? wl f _C?'S
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-
plicable). Items 1-4 and 8.9 must be completed for '
LAND AND WATER
all projects. ..CHARACTERISTICS
F`11 APPLICANT
a.
Size of entire tract 1,45 f X ?v2
b. Size of individual lot(s) ?a-
a. - Name
?l W L
4 3
5SI S C
L T c. Elevation of tract above mean sea level or Na-
I
.,
.
,
Address
City 'ELI LM I ?. 412 State c-
_

d.
}'
tional Geodetic Vertical Datum 4,5
Soil type(s) and texture(s) of tract Iyd
741-4197,
Zip ZEJ44Q IDay phone
Landowner or f Authorized agent e. Vegetation on tract 1?01?C
b. Project name (if any)
i
l
l
l
i
h
d
If
h f. now on tract
a f
M
an
an
owner, a
so g
ve
icant
s not t
e
t
e app
c. 60Q A-D
9
:&r
the owner's name and address. g What is the CAMA Land Use Plan Classifica-
O S
-54 08
$2RE tion of the site? (Consult the local land use
, plan.)
_
Conservation Transitional
_Jt:?f
Developed Community
L2 LOCATION OF PROPOSED Rural Other
th
PROJECT h. How is the tract zoned by local ove ent?
F 15 tl?iD6 1.1`r)/SL ??g:eco
i. How are adjacent waters classified? SA
a. Street address or secondary road number
I;/?T C-?
???? ?`?? j. Has a professional archaeological survey been
'
? k??t?
carried out for the tract? U}.)1L1.
b. City, town, communi z or landmark If so, by whom?

c. County ? oY
d. Is proposed work within city limits or planning

L UPLAND DEVELOPMEN'T'
jurisdiction? tl© . ?
e. Name of b dy of water nearest project s on if the roject inc udes any
Comp lete ?is
ScxAZ upland development.

r, Y number of buildings, facilities, or
3 DESCRIPTION AND PLANK roposed
USE OF PROPOSED PROJECRI?
NOV 1,+• 199gmber of lots or parcels
a. Describe all development activities you propose c. Density (Give the number of residential units
(for example, building a home, motel, marina, DIVISION .1 the units per acre.)
bulkhead, or pier).
TAI- MkN _ to be graded or disturbed
Inc: faki,;?TiforQ ecrs-rlboo TWIN At?CE64, C9AtJtJML e. If the proposed project will disturb more than
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
M 4WL2TE0hiIh e 92PL Y
c. Will the project be for community, private, or
commercial use?
Co M Endo a-
DSoNRoPe) LA?.l?I T' I?ILo1J
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resources?
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops.
g. List the materials, such as marl, paver stone, b. Amount of material to be excavated from
asphalt, or concrete, to be used for paved below water level in -cubic yards -r
surfaces. c. Type of material
d. Does the area to be excavated inclu a marsh-
h. If applicable, has a stormwater management land, swamps, or other wetlands?
plan been submitted to the Division of En- e. High ground excavation, in cubic yards ??
?
vironmental Management? X 45n
f. Dimensions of spoil disposal area 3cra
i. Describe proposed sewage disposal and/or waste g. Location of spoil dis l area S FbI L i S Aim
water treatment facilities.
r - M
As 0

Do yo claim tit a to the disposal area? ??SL-'
u
S'?
?
l
A
1-?TI
-0W
c
PLE
,
j. Have these facilities received state or 1 If not, attach a letter granting permission from
,410-11
approval? f ' er.

k. Describe existing treatment facilities.
ILI
disposal area a available for future
nance?,
Ln?, 13 192 If , where?
J. Does the disposal area in ude any marshland,
1. Describe location and type of divlarges to I V
surfa
le
waters of the state (for exam I S I 0 N F swamplland,lor water areas? b? O
Q Will the fill material be placed below mean
p
r
sanitary wastewater, industrial/commegOT MANAGEI later? MC)
effluent, or "wash down"). 1. Amount of fill in cubic yar --
3 StLT
m. Type of fill material
n. Source of fill material t2REWI ID P P P 0
m. Water supply source o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? t`1 O
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled -4 0?
tain established public beach accessways or pro- q. How will excavated or fill material be ke t on
vide new access. site and erosion contrrolled?
L 10 kh"D
-0
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation above mean sea level of the used (for example, d gline, backho , or
l 4C_
b d
ed
h d
l
first habitable floor? r
u
e
.
Y
F
VKCAV ATION ? i s. Will wetlands be crossed in transporting equip-
0A'1'', ment to the project site? If yes, explain
the steps that will be taken to lessen en-
a. Describe below the purpose of proposed excava- vironmental impacts. 'Ili I LL i9e
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
13 Z
Length Width Depth 45C&-r-1 S 441 LL
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Idst
'2.111 ?Zt -G-O

a C?
A•5 :r 34^> t
a. jn o bul ead or riprap
b. Average distance waterward of mean high water
or normal neater level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material
2

[8 ADDITIONAL INFORMATION'
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title; plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 V2 x 11 white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing 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 per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113.229(d).
Name
Address L (j T,? T
Name
Address
Name-
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
Ll"V_Jk be 13
A check for $V payable to the Depart-
9--made 0
ment of Natural esources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
CERTIFICATION AND PERMIS-
SION TO ENTER ON LAND
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed 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 further certify that I am authorized to grant, and
do in fact, grant permission to representatives of
state and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit ap-
plication and follow-up monitoring of project.
This is the day of
19??. 9
X
Landowner or Aut rized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
tuber.
DCM office
NOV 1s 1992
DIVISION OF
COASTAL MANAGEMENT
3
jam a
p
.ov.r LM i
7,774.
O-V
epjea
V"x
p tJ? >
7 D-1O1 ?.
?
?4; ;a
m 0n "a Z
QZ
N z ma zwoz
- > • s
ZZ=> Zmm>
OOOZ
n N cv
21 -Ain
v mm
m ?
= N M0
=?z;u
ITI
> 21
O
m S?Z
;
A d
Ut O
.2
Z
Z
P
m
o m
.D.? C-)
a
O cn
Z ?o 0
r < C
cn ?.
'0 D Z ca
m- N
m
r V 'ti.

b j~ 40'
QK0
N?
.a
tiwa.
PROP OF:
JACK FARRAR
y
830. .
e4 SENT 9'60;3?.. E 2
OR ?°A?Q?,WG, 9393.
? Add :
BN /y9;36.. ?. ?4'` gyLr
X23 •4/` + ??
PROP. OF:
JACK FARRAR 0
?0

•.4
C7
N
U-11-WA
NOV 13 1992
DIVISION OF
COASTAL MANAGEMENT,
BASIN DESCRIPTION
NOT TO SCALE
MAINTENANCE DREDGING
30.00, iy
v.
OF EXISTING BOAT BASIN AND ACCESS CHANNEL
AT MASONBORO LANDING SUBDIVISION
WILMINGTON, NC NEW HANOVER CO.
A. RAY RICHARDSON
(PRES. HOMEOWNERS ASSOC.)
5518 CAPTAINS LANE
WILMINGTON, N.C.
OCT. 1992
Ay
J?0
Ci0
SHEET 2 OF 5
I
X m C K n
Dm ? (A m(n
cep -i /
T. I ' x p?°Z(m
n
-p
(I? '? r m xs ?? O Q Q v
O
(1) O ?? D D O O• ?? I I Zp-
n ::I '
Z
r M O? G7 Z II
D
! Z
rn p °o ' a A l °°
r i
xR r I
m
C- -0
x 00
O J? • 1 I 'i7
rnz •
rn9 i? f z
1 ! rn
O Iz i q
N
W x O xa,
D S I //yE
_ f
z \ N mr +
u ° 1p xx c
o `
cn7 w° \\\xX H
0
8 W?oa'
\;T
>4 "n a CA -,z n ^-c -4 _ c 30''°
ti
N z-0 mL ?moot \A?
00
nooZ?,
0
n
m I g m °-z la o
m o Z ;o cn -
Fri --lo
U
C n ;a LA I z
j m
ILO n Z to N
m -n
cn o m
2 z
?ZOI
p
C7
C
S
Z7
C to
>m
nn
C7 =?
(n Z
(n co
S
Z
m
r
n
c
O
1
rn
0
r
z>2sZ
> 0 In N
CO o
m ?? 0 z?
Zz:z 000Z
n g >C-)
RAS Zmm
rn Z Z
Oz v Iii
mvZ;u
D
zov?
4 (n N ° S >
C.) Z
.A
M O rO*rn ')
v Z!
C71 O
2
D
2
Z
ID
,n
0
r<
cn
Iz z
moT
'Z
m
x
z
c?
D
m a
cn -
V)
C)
D
z
z
m
r

0
G
c?

C
V)
.? m
S n
c O
D ?
Z
n
c
0
1
rn
0
r
l ol
o
o m
t
o
o
R
D
< _'
D Z
G7
r o
O
o I
10
I_
N?
cr
Ir-
X11 lu
0 +
14 ro
t
I
I
m m
mrn x
rD ?
_..
+ z
01) z
O G7
D
r
r
Gm
v?
r= r
mm
N
C4
O
M
x
z a,
c? o
D
Z
J. FARRAR
I
? S?^?
EXISTING
BOAT BASIN
1
1
J. FARRAR 1..
LOP. LINE_
T -1
i!
? I
?, I I
/ I I
L L.W.
/ I
?- H.W.
SPILLWAY /
P i PE -_.._..?.
STILLING
BASIN
L.W.
H.W. - _t
1
t`
i

?i
I
I I

W
?
I
2
2
I
Q
I ?

1 ?3
I
1
1 Q

3 ? I

3
Q PROPOSED SPOIL AREAS
200 0 200
i
SCALE IN FEET
(TRACED FROM AERIAL PHOTO)
4?
STILLING BASIN
iSPOI L
/
I
ms`s
/ vi
I/.-
OE
IKE
T
J'' \
I J,, 1
DIKED y,
SPOIL
AREA '• /y ?
( 1
y
ALTERNATE
SPOIL AREA I
I
J,, 1

//?` SILT EQUIRED LTOLL.yW. PIPE '
XCAVATE FOR DIKE -TYPICAL sPOI MAINTENANCE DREDGING
NOT TO SCALE IJ APE. A, OF EXISTING BOAT BASIN AND ACCESS CHANNEL
L - AT MASONBORO LANDING SUBDIVISION
WILMINGTON, NC NEW HANOVER CO.
NOV 13 1942 A. IRAY RICHARDSON
(PRES. HOMEOWNERS ASSOC.)
DIVISION OF 5518 CAPTAINS LANE
COASTAL MANAGEMENT WILMINGTON, N.C.
^".r 4 nft^ ow •TT C M G
rS
GRASS .?
v ?
J,
J

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Masonboro Homeowners Association
LOCATION OF PROJECT SITE: The project is located in the Masonboro Landing boat
basin adjacent to Masonboro Sound at the east end of Captains Lane in New Hanover
County.
2.
Photo Index - 1989:4-178-23 Grid 7-j,k 1984:17-217 Grid 4-n,o D
State Plane Coordinates - X: 2344600 Y: 145200 1993
INVESTIGATION TYPE: CAMA/D&F
3
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11 /23
Was Applicant Present - No (unable to contact)
4.
5. PROCESSING PROCEDURE: Application Received - cc:1 /25/93
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW/PT
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - N/A
lannad - N/A
(F) Type of Structures: Existing - Community Marina
Planned -Same
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA)
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Shallow Bottom
High Ground 2528 cu.yd.
135,000 s.f.
(D) Total Area Disturbed: 3.5 ac.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: NO
8.
P
PROJECT SUMMARY: The applicants propose to dredge a man-made boat basin to the
depth of -6' mean low water.
Masonboro Homeowners Association
Page 2
9. PROJECT DESCRIPTION 1/25/93
The project is located at the end of the dirt road extension of Captain's Lane, off of
S.R. 1492 in New Hanover County. There is an existing boat basin and access
channel that were permitted in 1985. These facilities serve the residents of
Masonboro Landing Subdivision.
The boat basin is adjacent to Masonboro Sound. The waters of the sound are
classified as SA-ORW. The Division of Marine Fisheries has designated the area as
Primary Nursery, and has closed the waters to the taking of shellfish. New
Hanover County has classified the area as Conservation.
The dirt road to the boat basin stretches through the coastal marsh. There is one
residential structure at the end of this road which is not in the Masonboro Landing
Subdivision. The basin is stabilized by bulkhead on the south and west sides.
The bulkhead continues for 32' in a northerly direction at the mouth of the basin
acting as a breakwater. The last 25' extension of this structure shown running
east on the plats no longer exists. The north side of the basin was originally a
mitigation area. There is a fringe of Spartina alterniflora surrounding mixed coastal
marsh, becoming homogenous Spartina alterniflora on the north side of the berm.
Thor- . 'e -urrerttly 12 .?, ips r, this basin, which is not proposed it;, -,hinge. TI-10
basin was originally permitted for a 5' dredge depth. The current depth in the
basin ranges from -1' mlw to -2' mlw. Current soundings in the access channel
show depths ranging from -2' mlw to -6' mlw.
The applicant is proposing to dredge the basin, 217' x 62, to a depth of -6'mlw.
The access channel, 103' x 30', is proposed for this same depth. The adjacent
waters are -6'mlw. There are no wetlands within the dredge area.
The project is intended to be accomplished hydraulically, and the spoil pumped
approximately 1000' across the A1WW to all. S. Army Corps of Engineer's spoil
site. There is a letter on file from the Corps giving permission for use of their spoil
area. Verbal approval has been obtained from the owner of the island for its use;
however, written permission is pending.
The spoil disposal area is 450' x 300° with an 8' dike wall., There will be a settling
basin installed, with an effluent pipe extending to mean low water. This spoil area
will accommodate 40,000 cubic yards of material. At the proposed dimensions,
the project will produce approximately 2528 cubic yards of material. According to
the applicant, the spoil material should be composed of 30% sand, and 70% silt.
Masonboro Homeowners Association
Page 3
10. ANTICIPATED IMPACTS
The proposal for maintenance dredging would disturb approximately 16,544 square
feet of previously disturbed bottom. This would remove approximately 2528 cubic
yards of sand and silt. It is to be expected that this activity would cause
temporary increases in turbidity.
The spoil material will be placed on approximately 3.1 acres of high ground, and
contained behind dike walls. The settling basin will prevent the flow of solids into
adjacent waters.
Submitted by: T. Barrett Office: Wilmington
Please type or print. Carefully describe all an-
ticipated development activities, including construc-
tion, excavation, filling, paving, land clearing, and
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-
plicable). Items 1-4 and 8-9 must be completed for
all projects.
1 APPLICANT
a.. Name ?I?Sc?J& D ADN1ECLDOEL6 J&5&0=,
Address BSI CJ.?PTZ?i U L.4J J
City Wi LM I Q&_-22 State C-
Zip 2644?R -I Day phone -7!21-41127,
?' Landowner or ?? Authorized agent
b. Project name (if any
d. Describe the planned use of the project.
C-OL'Z '1 kmcp pcxsg i U
t?-a(2.. hM i.t C - Pn4Mr?
AND AND.-— r
y l ;CHARACTERISTICS
a. Size of entire tract 2qS?4' X ?vZ
b. Size of individual lot(s) L.)
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum -A-,51 -'+-
d. Soil type(s) and texture(s) of tract fyd
e. Vegetation on tract 1?f
c. If the applicant is not the landowner, also give f. Man-made features now on tract
Ekgr 60Q
the owner's name and ad ress.

1611
g. What is the CAMA Land Use Plan Classifica-
, S tion of the site? (Consult the local land use
b-1.)D ?-?.1.?EX?ft7 Nib? plan.)
J?Conservation Transitional
Developed Community
2 LOCATION OF PROPOSED Rural Other
PROJECT h. How is the tract zoned by local overnent. -
' ?-15 r? i OE y- /SL PC'ty C-Q.Go

a.
Street address or secondary road number i. How are adjacent waters classified? _ 'k_
j. Has a professional archaeological survey been
?/?ST G-?? CAF GAi?T/?t 1JS L.?9(? carried out for the tract? OJl.?tL?7te7
b. City, town
, comm
unity, or landmark
If so
by whom?
s
12-0
,
C.

d.
_ 1J>? 1-4L,..t.?OYE?
County
Is proposed work within city limits or planning

°.UPLAND DEVELOPMENT

e, jurisdiction? QeD
Name of b dy of water nearest project
A
ro
Comp le?te? this son if the roject inc udes any
- hi(dSal?[3oQo
•l' upland development.

'3 number of buildings, facilities, or
? roposed
DESCRIPTION AND PLANN
USE OF PROPOSED PROJEC y
NOV I,+- 1992mber of lots or parcels
a. Describe all development activities you propose c. Density (Give the number of residential units
(for example, building a home, motel, marina, DIVISION q? the units per acre.)
bulkhead, or pier).

top i=-x iS--n t,n ecz?-,r e ? Q TAL M/N to be graded or disturbed
e. If the proposed project will disturb more than
one acre of land, the Division of Land
If you plan to build a marina, also complete Resources must receive an erosion and sedimen-
and attach Form DCM-MP-2. tation control plan at least 30 days before land
b. Is the proposed activity maintenance of an ex- disturbing activity begins. If applicable, has a
isting project, new work, or both?
? 0oti)L?(
M 64 sedimentation and erosion control plan been
t- submitted to the Division of Land Resources?
c. Will the project be for community, private, or
commercial use? f. Give the percentage of the tract within 75 feet
Cn t?:do ? or
S
t
I?
l
tlS
b1L
sA of mean high water to be covered by im-
laQ
L
?D
?
-
l
o
Q
permeable surfaces, such as pavement,
buildings, or rooftops.
g. List the materials, such as marl, paver stone, b. Amount of material to be excavated from
asphalt, or concrete, to be used for paved below water level in bic yards --
surfaces. C. Type of materi al
d. Does the area to be excavated inclu e marsh-
h. If applicable, has a stonnwater management land, swamps, or other wetlands?
plan been submitted to the Division of En- e. High ground excavation, in cubic yards
vironmental Management? f. Dimensions of spoil disposal area 36:: ? A 450
i. Describe proposed sewage disposal and/or waste g. Location of spoil dispo 1 area SFbI L l GLA?3D
water treatment facilities. OP-?? Mir
Do you claim tit a to the dis sal area? W Q-'
j. Have these facilities received state or 1 If not, attach a letter granting permission from
approval? ' ! N er.
k. Describe existing treatment facilities. disposal area a available for future
nance?/
13 1Q92 If , where? c K)
J. Does the disposal area in ude any marshland,
1. Describe location and type of discharges to l VI S l ON l F swampland,lor water areas?
waters of the state (for examplersurfa . 1?4
Will the fill material be placed below mean
sanitary wastewater, industrial/commegOTXL MANAGEM.WN?ter? !?O
effluent, or "wash down"). 1. Amount of fill in cubic yar
m. Type of fill material 3 a StGT
n. Source of fill material
m. Water supply source o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? 1-'1 O
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled k-4 a
tain established public beach accessways or pro- q. How will excavated or fill material be ke t on
vide new access. site and erosion controlled? ? j
E &
L -O
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation above mean sea level. of the used (for example, d gline, backh09, or
l
first habitable floor? h dr fl' Bred e)? IDF)
.7 2
XC- A- VA 3C N . " ? ?? F
s. Will wetlands be crossed in transporting equip-
m
`' ent to the project site If es explain
?? :?.. -lam Y the steps that will be taken to lessen en-
a. Describe below the purpose of proposed excava- 7,, vironmeental impacts.
tion or fill activities (excluding bulkheads,
which are covered in Section 7). Z S
Length Width Depth 13 IS DEL,
L L f Q
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas

21-1 k 6-Z -6,0

a C=>
45b??' 3? t

a. gth of but ead or riprap
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material
2
- ?1
'AM s y? r
.ou.N OOLL [ I
4k o a
[, ? .d p A

CLAY
\; , `\` \.. p w\ !°"° Loop w[ca
g>og:.
A
m 00
zn
om -Z
O? -
c
N -n
?D ??
n
Z? 82zrn
Z0OZ
N
a•z z;uW>
2 =:>
cn
v OOOZ
0
-
n
x
MS i
1; -
z aiM
z oz m rn
M 3E OZ?
N
z
rn M
M =c zM
vo?
-+ cn O ? P z
100
p
rn
... c)
;u
cn O

z
P
m cn
r-i•?

! CJ

?o
z
G)
G) o
- .o
?°
71
r

2:
I?I

N 879`.
PROP. OF:
JACK FARRAR
234/' ' " --•'
i
xv//

N
NOV 18 1992
DIVISION OF
COASTAL. MANAGEMENT
BASIN DESCRIPTION
NOT TO SCALE
MAINTENANCE DREDGING
/I
PROP OF:
JACK FARRAR
, ,
s?270
F'9*S03T' E
alb 40,EASE'yFiV7'
h ? OR ?°'4RrY,(?yG
,>p.39,
3pppp••`Y
r,
?o
o?
P?
OF EXISTING BOAT BASIN AND ACCESS CHANNEL
AT MASONBORO LANDING SUBDIVISION
WILMINGTON, NC NEW HANOVER CO.
A. RAY RICHARDSON
(PRES. HOMEOWNERS ASSOC.)
5518 CAPTAINS LANE
WILMINGTON, N.C.
SHEET 2 OF 5
// OCT. 1992

m
N
rN
m
m
W
0
cn
V? O
D Q
r ?
m m
z ?
rn z
m 0 0
r
a
Z
O

n?
? O
-v
mm
D?
>o

? A ? ? '71 -
> ??? l yY
co ?ZDZ \k!
Z,> ?n zooz Z
Z;o W>,
z z => O o oZ
i?N v ?>
--I rn `
?rn U) Z C)
Z I2 ?z? A
rri
(n 2
r $0 < c
z my ° G) C/')
o ?Nnz 3 co
;a
oPC) 0 z En ? O t`Ov
0 (A v
K IJ "' = c??
z z
z
P
N
m
x
U)

a0m
#w? x
•O J
Il :z Z V)
Ui CO

70 O ;
Z O ;u
• /? ' m
f D
z
0
f
A 0
.o j
I
c?
CD

/
N
+ ° f r?

r I "?
A
? f

?V?
n
C
S
C
(Al
>n
n
n ?
Z
co
z
m
r
9 > 09:
>
rn
CO>
i z
a cn N th
?
cc
N F0 -u Nn m
OZZ
?m
0
0
Zz=>
N OM o00Z
>
0
n S
m
0 Z
MM
0
z v
o.
? z
M
;
7

= cn ??
9
= fg
C Z 0
Z
°
A
fn

.A p

o
c
0-
?0Z/n
0
n MOrnVJ
Z !
o
Ul
0

z
p

m
_ x
CDf -4
f
o
9: Ir = D
I? I? n
<
? I II II w
O
m I I+
cn I o ?, n
I IO D
I

01 i r
I I I
0
c
o I I
%I
i
rn iI I
o ,r ? t
r
F

o
r
<
L

z z co
I

m? .o

F

z
m ??
zf-:9
[
C
V)
m
= C)
C O
77
? D
Z
C?
c
0
1
CP
O

70 rn
MM X
rD
+ z
O) z
O G7
D
r
r
v

I
a
r
?,
o I ?
r
-K o c?
I
I<
D Z
O
I m I ??

M
x
Ia
I <
0 '
©
r ?
?
>_ ?

III III ?? ?
o
1 + c4 m
4
?
I ' o r
r
M
I
I
i
I
I I

i r7
?,
J. FARRAR _ I -\
PIPE J'+ \
inn,
I
STILLING y
I BASIN .
S DIKED y,
SPOIL '
EXISTING' AREA ?BOAT BASIN J. FARRAR
I
? • \ ' H.W.
PROP. _ I I / I 44
LINE '. ??
L L.W. I I (? ?. 4/0
H.W.
' 230' I
730'
2 ? y Jy ?
CJ I s•. ' ?/? Jy
/ ALTERNATE GRASS
i j SPOIL AREA r,; t
4" Ile
I I J,
3 v,
Nil,
3 r
ms's ./, •?v,, ?,,
PROPOSED SPOIL AREAS
200 0 200JS
SCALE IN FEET
(TRACED FROM AERIAL PHOTO)/.. V' 1
+- - - .- a 'oeTOE 5, i .•
STILLING BASIN EDGE OF
/DIKE RASS
SP01 L Zilill
-~. ... ?t f
11- '1
/ /f`/ Z/I/ SILT FENCE"
AS REQUIRED
CAVATE FOR DIKE
TYPICAL SPOT -? ECT
NOT TO SCALE
NO V 13 1992
DIVISION OF
COASTAL MANAGEMENT
SPILLWAY PIPE
TO L .W.
MAINTENANCE DREDGING
OF EXISTING BOAT BASIN AND ACCESS CHANNE
AT MASONBORO LANDING SUBDIVISION
WILMINGTON, NC NEW HANOVER CO.
A. RAY RICHARDSON
(PRES. HOMEOWNERS ASSOC.)
5518 CAPTAINS LANE
iML.MINGTON, N.C.
OCT_ 1007 cu=T R nc r.
r'.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
Action ID No. 199300461
March 1, 1993
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:

Reference the application of the Masonboro Homeowners' Association,
represented by Mr. A. Ray Richardson, for a Department of the Army permit to
maintain a channel and basin on the Atlantic Intracoastal Waterway (AIWW),
Masonboro Sound, New Hanover County, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour within adequate dikes or other retaining
structures to prevent spillover of solids into any vegetated wetlands or
surrounding waters.
C. The terminal end of the pipeline from the dredge into the diked
retention area will be positioned at or greater than 50 feet from any part of
the dike and a maximum distance from spillways to prevent dike erosion and to
allow adequate settlement of suspended solids.
d. A water control structure will be installed at the intake end of the
effluent pipe leading from the retention area in order to ensure maximum
settlement of suspended solids.
-2-
e. Flow from the diked retention area will be confined by pipe, trough,
or similar device to a point at or below the mean low water (MLW) elevation
contour to prevent gully erosion and siltation.
f. No vegetated wetlands will be excavated or filled.
g. Excavation will not exceed six (6) feet below the elevation of mean
low water (MLW).
h. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 25 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Jeffrey Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516

-,!
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.C. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
March 22, 1993
Action ID. 199300461 and State Permit No. 34-93 ?'--M---?--
p ? U ILSs
MAR 3 0 IM
Masonboro Homeowners' Association a
c/o Mr. A. Ray Richardson
5518 Captains Lane WETLANDS GROUP
Wilmington, North Carolina 28409 WATER QUALITY SECTION_
Gentlemen:
Reference your application for a Department of the Army permit to maintain
a channel and basin on the Atlantic Intracoastal Waterway (AIWW), Masonboro
Sound, New Hanover County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-CO80-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Jeffrey Richter, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
l 9
-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
./r. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protecticn
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

----a^? Z
LLJ
N (i W
C71% ®rl

o Q z
d
Z
Z
d

O
LLI
?
V
?
ZQSo c?
c°n _
_
in
?o ?Cm4 cn -
4
_
M f
=z ca:-
Z
D 0? Z ZO Z
Z
C o w Qmwz = .-
<
a _ c?- z
u ZOOMz UW aO N
O
'\ \ W W N_?? Q Z
n<z 00
I'll 7.
J. gee, 00e'eMe6•N
-01

3 ?
1
I ?„oe
r I
E ?

wP"
Q

•
1 ?V
.S l
JAC CK OF: FARRAR 28`300• 4"
JA
\ v

N 9/79;36•• ,? ? _ ? ? ?Y
23 .4/' 1 ?io?
PROF? OF:
a? ?0
. ,pp
C)
J
NOV i 8 1992
JACK FARRAR
O?
r ?
DIVISION OF
COASTAL MANAGEMENT
BASIN DESCRIPTION
NOT TO SCALE
MAINTENANCE DREDGING

0,
N
T
Z?
30 00-
00,
`y
OF DOS` ING BOAT BASIN AND ACCESS CHANNE
AT MASONBORO LANDING SUBDIVISION
WILMINGTON, NC NEW HANOVER CO.
A. RAY RICHARDSON
(PRES. HOMEOWNERS ASSOC.)
5518 CAPTAINS LANE
WILMINGTON, N.C.
OCT. 1992
SHEET 2 OF 5
d
Z
N Li .l.l VI U
Q (D 0 6 Z
Z S z V)
V)
LLJ V)
rL r.
. w
\\` Qr O ?mZZ ljj
poz
W
LLJ
41 m
obi ??. Z to
a ZZ
m = Z
tt/ - ? z W ? N
ZZm j?0.Z
C)
F-ctn v) b <1
o? 6 ZRez
^ ^ ¢ Li. 4- Q rS ?+
9, 'f
0,0 LLJ
.?O\ OZ2
\ ?
H cn
M y xx `? \ 2C)
`
W cv (n O
2 U
W O
?x Od ??
? O•
0 ?? \ J
(n W
Li wQ `•?j O
f
0. O N
`flx O x V)
? o z
M y? •/ •b l ?\ z; o
r ?
f ~? W a
r • Z
L'i (" W
2' O ! Q J
Z W
O .
OQ Z! r ?
>- ? ' O \ !
h Q W H r 1 • (n
9x
a .Y W f Il i \ +- '
J
ad Zr 3 ! \ 9x f
CL r
J a_
F-
co
f ; z sx o w
w
0o ? 0 W z
d fy
Z Li
LAJ J /r • Z z LL. < Li J
1 }o< o
w ?L
N x C
z > O
f O U
vV) x
CO N _N 7
X
Q (011 ????'? ??.? W ?
f ?
W
I?

C
Z
Q
Cfl
z
X
L.LI
v?
Ww
J _ _J
? d
LLJ r"-"
O
M
I
I
I
I I
i
+ of
III III
I
T J
L I
?N
OI
I ~ I
oI
Y I I
V '
O
w
V ?
Z i >
o ! :2
J I O
L? ~
I ~
W o
o ?
Ln I n
J
J
Q
?o
Z co
.Z+
I- Q
(n ? J
X W W
/?/
W LL
J
l[J
(
O
L?
Z
V)
Q
o?
U =
W F-
U
U

r
0%

w
LL-
(D
I
C) ?

?• <

I I Ci•
! I t
i'
I I ;%

I I
-?
Li
Z I O
I F-
Q I N
U OI
OI fn
cn -
p
I w
w II I
II G Q
?I
Q =I JI O
z I I?
? to
m
x
W I ?-
I I
i
i
d
z
U

U
Z
C?cW1°-i
Z CJ U)
Li
"
-7
o
OZ ?
i
0 Q y n
(
LLZ0 ?
L?A0Z Z W
LJ cn =.
` M z d=QZ
m U
~ N
ZO
Z
ZZ EW
" O
? c -
PNN? v0
ZR<Z
;;Zuj M 3 cz%3
-1
LO
C-)
U-
:2OQ? < t ? O
O
cD
I
O
I-
D
U
W
Z
U
m V)
Z (n
O_ U
~ U
L L? Q
V) Z)
U
k. FARRAR
1
EXISTING,*
BOAT BASIN
J. FARRAR
PROP LINE_
f
I
I
3
3
Q
r
,_

/ I
r /
\? I ` I
I I
/ I
/L L.W.
I I
i
280' r I

{
II I
II I
J
W
I
I
2
2
Q
V
r a r

(3
I
PROPOSED (SPOIL AREAS
200 0 200
SCALE IN FEET
(TRACED FROM AERIAL PHOTO I

STILLING BASIN 4'
SPOIL
.7PILLIINi v.
PIPE?? J,, ?`
\

STILLING y
BASIN
,
I
DIKED J.,
SPOIL

AREA t

H.W.

I

\

\
750
'
t
I ?
1 ?

ALTERNATE \
t GRASS
S
GRASS
1 SPOIL AR LA i
s

I J:

N"

r
rs, 5'
EDGE OF
RASS
DlKE

$ ' 1
i a

SILT FENCE-
AS REQUIRED
XCAVATE FOR DIKE
TYPICAL SPOT -,AREA,,SECT
NOT TO SCALE
INUV 13 1992
DIVISION OF
COASTAL MANAGEMENT
SPILLWAY PIPE
To L. w.
MAINTENANCE DREDGING
OF EXISTING BOAT BASIN AND ACCESS CHANN
AT MASONBORO LANDING SUBDIVISION
WILMINGTON, NC NEW HANOVER CO.
A. RAY RICHARDSON
(PRES. HOMEOWNERS ASSOC.)
5518 CAPTAINS LANE
iNILMINGTON, N.C.
OCT. 1992 SHEET 5 OF 5